Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
069-580-043
.! � � � � �j J �S l" �_ 1�_.�-_� ___ —._ _._.__ _ _ _ _...:�:_ _ _ Q _ _ f� S 'I''Qnn'I'■■...tltl��11IIIII 0 Y. 69-58-4 171— 1-90B'P'E'M COOK, Wayn 44 Regal Way, Oroville Canter -Bei dens (new single fami ) - -- - .. - -58 43 COOK & JACKSON 44 Regal Way, Orovil Permit#3222-90B(tr sfer o owner) (new sing`Ie fam' y),- 59-58-43 J Permit#446-9 (gas line/s ) 069=580-043 ' ~ 94-0064B,E COOK, WAYNE 44 REGAL WAY, OROVILLE CONV ATTIC TO LIVING/SF i V=OK O=Not OK -=Not Applicable Not Ready MOBILE HOMES ' = Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / NL" ft. / /"Nat. or/ /" L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Teat -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements-Setbacks-Eaeements 2 Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftra :Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columna -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Slls-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. toning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd. / P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd./ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fell -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -teat 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Neil Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. tuds-Nailing, Spacing & Bracing -Plates -Sound ring Walls over Girders & Floor Nailing Draft Stop in Walls (ret proof) 43. Fi"�ops; Furred Ceilings -Stairs -Chases -Tub )aders & Beam -Size & Bearing Date/Initials FRAMING (Continued) /j . yrs -Post Caps -Anchors -Connectors Cing. Joist-Rftr. ties-Purlin-roof Bmc-Truss-Shthng.-Rfng. replace Ties or Type A Flue -Fireplace Throat clearance 4. omex Protection -Draft Stop -Ins. Baffles n ows or Exiting Doors -Sill Hgt. & Dimensions 50. Ga age-F►re _ tection Framing &.. rewall & Openings 52, -One 3' -Check Garage -3rd Story, 2 Exits St ' ,-Width-Headroom-Rise-Run-Landing-Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55--3tdtng�NeHIRg-Veneer tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access glazing Area -Glass Protection -Skylights -Plastic 0159_ ea Walls; Nailing -Bolts nsu lation-Wel ls-Ceilings 60. Infiltration -Walls -Windows Det /Initials FI lana OK except #'s . Ext. Steps Door & Sidelight Protection -Landings Smoke Detector G68 -Furnace; Vents-Claranc fir -Connector - In Garage; Above Floo(�D -Mach. Protection i 644 -Bedroom -Exiting ( 115-- . 4--&-Bath-fixtures & Tub Access -Spa 66 -EI I; Breaker Sizes & Labels Stairs & Rails ace or Stov , Clearances -Hearth ec. Outlets at Wood Panel; Int. & Ext. 70 --Kit. Appttance; Grnd.-Air Gap -Cooking Clearance eceptacles at Kit. Counter 00 ; Swing -Landing -Closer amper f - ce-Comb. Air-Connector-P.R.V. ii In Garage; Above Floor -Mach. Protection quip. Listed for Location rage; (G.F.I.)-Romex Protection o ion- Attic ❑ Yes I ): * Guard Rails & Deck Construction -Post Cans 7 or -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes • e_❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No - finish n sconnect, Electrical, Plumbing n s ova oo , bg -Appliance-Fireplace -Clearance to Plumbi Elec. Trim; G.F.I. P'86. Ventilation Throughout House ec ion rrections from Previous Inspections ST-Ga-s-T-es-t--M-eTer-s-Tagged; Gas -Electric x99-Tfa eer -& Sewer Connected -C/O to Grade -HD Approval 91. 15hergy Compliance Certificate -Other Certificates Comments at Final: �,F:..�f,r•;+x....�•,__. -.. , �....,-• •---•-^^'+'. ,-.-.-..,_-r-�v_."."?'��ry'*a�iWz�:ss�r :aTe�' r�;-�1•� .+t�v�#. _ r--.yp.-c e'y....�,;ul.�q. _>.ra: ♦ R V 15 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754�� , PERMIT NO. APPLICATION AND PERMIT - 6 ASSESSOR PARCEL NUMBER 069-580-043 ZONING AR1 BUILDING PERMIT OWNER t.i< �� TELEPHONE FT. OCC. BUILDING VALUATION - �O NER'S MAILING ADDRESS - ! PO BOX 4724 CHICO 95927 .,-,/ • S • % @SQ• 1 • 4 34 5.916.00 CONTRACTOR'S NAME [� NER Ty, -.4, •�!'" V YY!`Fiih • •. TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation S LENDER'S MAILING ADDRESS S Filing Fee $ 20.00 Permit Fee $ ARHITECT OR ENGINEER r C s ` LICENSE NO. Plan Checking Fee $59, Energy Plan Checking Fee $ 23.00 'ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS I PERMIT FEE $ 176.65 r- N .i n'ROVTT JE PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT NO. SUBDIVISION'S NAME ¢. PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF' Duplex ❑ Mobilehome ❑ Other I-[. SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New O Additiori ❑ Remodel ❑� Utilities ❑ Installation ❑ Other ❑ .-^ Describe Work: ', CONVERT ATTIC TO LIVING AREA/S31fN' G"RM PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Y Main Service ( 200AORLESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONS.OR ADDNS T ( O LLINBEACCG BLDS. ) 3.5C F°; • __ ' CONTRACTORS LICENSE LAW I declare,unde_r penalty of perjury (check one) ! ❑-1 am a licensed underrovisions of Chapter 9, Division 3 of the Business and P P Professions Code and my license is in full force and effect. _ License No Classification -�-'•^._.....•.----"'`•w--'""' `l, as the owner, or my employees with wages -as their sole compensation, will do the work; -and the structure is not intended or offered for sale. (Sec 7044) ❑ 1, as the owner,..am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason': NEW CONST. MULTI -OUTLET NON.RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) ( 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20@1.00 RAL. .w Ex. Occup,FIXED APPLNS. OR -I OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring . 23.00 ',WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed or file with the County of, Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. 1 "101-1,shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. " PERMIT FEE $ 2 •OO Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in��c�.onsequence of a ranting of this permit. X I1w 0 Date (` b,- 4This Signature of� g pplicant -19-Owner•-❑ Contractor ❑ Agent r An OSHA p rmit is required for excavations over 5"0" deep' and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ • 00 occ%y �� / CONSTy,TyPE IV TOTAL FEE 5 248.65 ! HAZ• I D. FEES IMP "" � FLOOD � cOF PARCEL I PD •""` I HD 11§sUE` V permit is hereby issued under the applicable provisions of the Butte Count Code and/or Resolutions to do work Y indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS V7/ BY Date, PERMIT EXPIRES ON ID. tel Receipt No. 154090 WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Im • t 1 " 41 ' t • - • r 1 R , } TSSST9T • WSIN 9669 S OOIHO• 'ZS OKOH7H 6£61 OKIQIS 7EKIA OKI SNHKOISn-H 'H KONHHS `11VM 16£046 £ZO-0-0000 66AVID 0008 $ EH70IsJ go* EdIO ''RAY'OmOd S6£ DNIOIS MIA." 'OKI 'SNRKOISRO-1 HIM 9 PAID 'RENO r £8£0-66'"' 010-0-92-OTO WST/iO On ' S ER70IN0 "a uZI2019 , dSId0008 OKI200H HONORS awmaH me . 2L£046 ZZO-O-2T-620 66ISTIiO OOZZ $ MIAON0 ; Ofo 7H0 Y1SIA TRIS iSW0NRN nor `'ZSKOO NH7HHHm IiNHHNBH 4 KHOf '0778 r TL£046 STO-O-ZL-9£O t6/5TliO 0601 $ j OOIHO 'HIKIONIA 6LL _ .,is loom 'OKI OKId009 E7R NId 'tIflHSIKNBb 89£0-66 110=9-06-S00 MAIN 00£ S R77IAON0 "13AHQH7H 6 dSId00NHN 'OKI RHODE E13 HON�HS 'IHOOHO L9£0-66 S£1-0-£0-890 H41/20 96T£ S OOIHO ''M ROf[NNHZ L£ dSIVIOU MddOS SNRKOIUM ONS' um 'ER7flm 59£0-66 110-2-9£-560 HAVZO ODDS $ RSIOYNfld.''ON 32701000 6699T 6L-6T1StdH MUM am - � ADO '77RM fi9£0-66 6£0-040-S90 66AIN 0981 $ OOIHO ''H7 RIMS TOP is loom 9KId0oN NNN _ HIf 'SIAYO 19£0-66 L90-0-62-160 'AHOSSI AOISfl07YA 1011VO07 S$Nm 901301 00 MR S,NRNAO bIBNRd 'd'8 £$ SSI7 , WST40 - WID/20 Gum SZIxed SHOIANRS dJG1i1d07RAR0 d0 dJiRi uvdRO - RaZ08 d0 E,6HDOO - '- . WgUZO 6 ON a ed coo/< C Rl�Y (SEE COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE (�L ` (-/- 06 G y 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 notify 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. //Ir�O ✓ r Gtr � rtn� Q to W o+�t �/ >/i p. r >� l..ftY l i �� cG -r- {-J.r Date S Inspector REV 10/ 2 COUNTY OF BUTTE 3 L. BUILDING DIVISION ` k DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center. Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ( SOL 5'(-1-6)6641 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 notify 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. 14/I /�/ U �/Q �iDYC� �t QL''tif 1-1�' �v F Date q Inspector.. REV 10/92 , f J COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Califorhia-95965 - Telephone (916) 538-754 PER IT NO. APPLICATION AND PERMIT �� � � / ASSESSOR PARCEL NUMBER / 069-580-043 AR1 ZONING BUILDING PERMIT ' _ OWNER. i WAYNE COOK SO, FT, OCC. BUILDING VALUATION 74 OWNER'S MAILING ADDRESS PO BOX A724 CHICO 99Q27 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 59 65 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 44 REGAL WAY PERMIT FEE $ 176. 5 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF 4 Duplex 13Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W ` 20'CC TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describework: CONVERT ATTIC TO LIVING AREA/SEWING RM PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 260 OV OR.LESS ) 20OA OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW OR ADDNS.T. ( D BEACC BLOS. ) 3.5C F°: 6.00 CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. ' License No. Classification as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) C3 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20AL. @ 1.000 Ex. Occu FIXED AP"S. OR ( p' OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building. -Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. '�4shall not employ any person in any manner so asto become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE S 26.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes.coNSTATyPE I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of eZing of this permit. XWV Date Signa ure of pplicant Owner O Contractor O Agent An OSHA p rmit is required for excavations over 5"0" deep and demolition or construction f structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 /� �V TOTAL FEE $ 248.65 HAZ. 1 D. FEES IMP FLO CDF I PARCEL I PD HD SSUji• This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been DI TOR OF PUBLI WORKS BY PERMIT EXPIRES ON fDe I provisions to do work paid. late. / 1� t No. 1.54090 D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E 1-'•K''cL.,.. ,,,,�j;A�r-.+�.n•�„��,•"'.-.•'�"'.•-t y.�`Y{'i •'� rj� cVr. �`• .,w*..,.+`-,. h• 4.�.-. `i �.�.-:...+•, tiH .�•.�.. ,--y -v'--. -'..: V�r�, �1571".�11s.y...•.•.rr - .V COUNTYOF BUTTE - DEPARTMENTOF DJEV'F,,,LOPMENTSERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET ' OWNER ✓Z �/� P. Proposed Building Used `/!/1 L) AIMC , Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have begin submitted......................................... r 2. Plot plans, 3/4 sets, signed by preparer of plans. .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans. ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. ............. 5. Hazardous Material Form. ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non-Heated and A/C Buildings. ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 1 . ees of $ .......................................... 1.1. Impact fees as shown on attached scheduled .. IT 12. California Department of Forestry plan approval/fee . .. � .............� 3' Flood elevation letter (100 year fl o d) y�/f r ' ngineer. ................. . 14. Sanitation and plot plan approval ! Ith Department . 15. City of Chico plumbing permit.......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre-inspection for required. .. w e�,a �9 ��ao� (Date) ) 21. Contractor's license information. (No., Name Style, Classification). .............. 22. Certificate of Workmans Compensation Insurance. .......................... 23. Owner-Builder Verification (Given to owner , Mail to owner )............ 24. Recorded copy of Agricultural Acknowledgement Statement. .................. 25. Letter of signature authorization.......................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road..... . 27. Letter of intent on building use.......................................... 28. Mobilehome utility clearance............................................ 29. Documentation of legal access . ..................... :........ ......... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ............... 31. Existing violations/expired permits....................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone _FAS -'_�S 013nd hold for pickup at Dd office. Deliver with inspector. Other Parcel Creation ' Acreage Nlam I-) -3LIU0 Applicant '� �� Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for abov.e,items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone,- mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail C u t r by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville,- California '95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSgjI P UMBER [��O ^ D J ZONIN �/ ) BUILDING PERMIT OWNE. TELEPHONE SO, �, OCC. BUILDING VALUATION OWNEP MAIbtTDFIESS4 CONTRACTOR'S NAME '-w ` TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER ucENSE No. Plan Checking Fee $ I & ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ �?3 0a Penalty $ BUILDING ADDRE v PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7,00 Solar or heat pump water heater 23 LOT NO. SUBDIVISION'S NAME - PARCEL MAP Water piping 5,00 Each gas water heater o4vent 15.00 USE OF STRUCTURE SFY Duplex O Mobilehome O Other SPECIFv Gas piping system 1 - 5 15.00 Building sewer 15.00 Mobile Home S@20.00 TYPE OF WORK New O Addition ❑ Remodel ❑ Utilities O Installation ❑ Other ❑ Describe Work: ad lr� C6 q- G— /� f y i \ �2 L/ / S�/y PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 v OR LESS Main Service ( �AORLESS ) 23.00 6 J �Y r Main Service ( zoOA TO t000A ) 46.00 NEW CONST. DWELLING OCC UP. SO OR ADONS. ( 6 ACC. BLDS. ) 3.50 �,, 6z QZ2 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or. offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON REBID. ( BRANCH CIRCUITS ) @7.50 ( POW ER APPARATUS ) a SINGLE OUTLET cIR. Ex. Occup. ( OUTLET OR FIXTURES ) SAL. @ 1.00 ' Ex. Occu FIXED APPLNS. OR p' (OUTLETS, SID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of. Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner s0 as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date / (Q Signature of Applicant - ❑ Owner O Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST. TYPE TOTAL FEY$ I HAZ. I D. FEES I IMP I FLoo CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date PERMIT EXPIRES ON lDetel . �y �� Receipt No. U WHITE-D.D.S.-B.D. ARY-ASSES OR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - bepartment of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity.to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I.(have/have not) k (Ayz, signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name' Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Ownerj��� _ OK. Date r a NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned toour.office'before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER A. P. # PROPOSED BUILDING ' USE _2-/F-/ (!f -DATE REC. REC. # DATE REC Z-1.CHOOL DISTRICT FEES(paid at District Office)............_A2. SHERIFF FEES (paid at Building Department) Residential...... - x =$ unit amt. '-- Commercial (sqft) x sq.ft. amt." URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. -- Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER 8. OTHER At.time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT �- DATE `" 8/91 .r RESIDENTIAL $L.AN 42HECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). 1'. Brick or stone veneer (Chapter 30). �!a! Exterior plaster - weep screeds (Sec. 4706). A' Proper roof pitch for roof convering (Chapter 32). -F% Roof covering type - (fire hazard). 47: Foam insulation - protection. .S' 36" halls and stairways. -R,r Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. ,1k7. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ,4--t'.—Attic access and ventilation (Sec. 3205). ,41' Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 15 Energy design. . Flashing at all exterior openings. CDF responsible area requirements. I'P�XmA 0 RESIDENTIAL PLAN CHOKING -GUIDE 8/91 (S.F., DUPLEX & MISC.-ONLY) Bldg. Permit # -(t OWNER 6k Z A. P. # -,$ - 543 Plan Checker_�� GENERAL Zoning requirements: (sideyards and number of permitted living units). 2• Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. tems on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). '7. Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, ustible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FT. np PT.AN X. 2. Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). .Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection required. I ADDITIONS TO RESIDENTIAL BUILDINGS ENERGY SHEET PACKA COMPLIANCE Owner Climate Zone / U 777 Permit # 2Floor Area The following data showing mandatory and required features shall be installed for additions to dwellings. Additions to dwellings include room additions, converting garages and patios to living areas, house moves that add footage and attic conversions, and any space that is existing non -conditioned space that is converted to conditioned space. Remodeling of existing conditioned space is not included. Climate Zones 11 and 16* Component <=100 sgft101=499 500-999 >=1000 sqft Ceiling R-19 R=38 R-38 R-38 Ins. Wall Ins.- R-13r'R=1� R-13 R-19, 21 Floor Ins. R-13 -R-- 1:9i R=19 R-19 Slab Edge NR NR, R-7 NR, R-7 NR, R-7 Ins. Glass (U) .75;75-�_ .65, .60 .65, .60 Max. Glass 50 sq.ft.�`16%-'+ 16% + 16% (Removed -Removed Shading Coeff(SSN) NR � 66-^.=� LD .66 .66 Shading Coeff(W&E) NR 40; .66 - .40, .66 .40, .66 ____j Thermal NR 5% Raised 5% Raised 5% Raised Mass 20% Slab 20% Slab 20% Slab Heat, Elect Not Allowed Not Allowed Not Allowed Not Allowed Resistance Heat, Gas AFUE 78% AFUE 78% AFUE 78% AFUE 78% Heat Pump HSPF 6.8 HSPF 6.8 HSPF 6.8 HSPF 6.8 Split Sys. Heat Pump HSPF 6.6 HSPF 6.6 HSPF 6.6 HSPF 6.6 Package Cooling - SEER 10.0 SEER 10.0 SEER 10.0 SEER 10.0 Split Sys. Cooling - SEER 9.7 SEER 9.7 SEER 9.7 SEER 9.7 Package Increased # Allowed w/ Allowed w/ Allowed w/ Allowed w/ of Wtr Htrs calculation calculation calculation calculation * One entry/column = req both zones, 2nd entry = req zone 16. SPECIAL FEATURES/REMARKS LS .5- Sly` 7rs� LOOSE FILL INSULATION (Density) ' CO INFILTRATION CONTROL (Weatherstrip doors, died ios caulking)v VAPOR BARRIER (Zone 16)�,�� DUCTS PER UNIFORM MECHANICAL CODE - Ch. 10`'y LIGHTING KITCHEN b BATH NOT LESS THAN 40 LUMENS' 4i T DESIGN COMPLIANCE STATEMENT: The above buildinq design meets the requirements of Title 24, Parts 1 and 6 of the California Code of Reoulations. iJan 93) SIGNATURE OF BUILDING DESIGNER OR APPLICANT Job number >> E94009 Structural calculations for Project >>Residence remodel Plan >> Name >>Better Builders Construction Address » Oroville, California Date >> 1/26/93 Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 893-0532 Fax \GSC' HAW,/ No. REN. 22-141 SO SHEETS 22-142 100 SHEETS AMPAC 22-144 200 SHEETS Z, n N - o e), — U N 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS ?� 4-1 O n -n , i � 0 SSBM 6 2:59 PM --- ------------------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 2/ 2/94 Description >>Roof beam over recreation room -=-------------------------------GENERAL-------------------------------- Span (L) > 13.000 feet Repetetive ? > N Reduce shear for bm depth > N Laterally supported (Y/N) > Y lu > .000 feet le > ..000 feet Slenderness factor Cs > .000 Ck > 34.680 --------------------------------- ACTIONS -------------------------------_-- Uniform dead load > .109 kips/ft 48 % TL Uniform live load > .116 kips/ft., 52 S TL Uniform total load > '.225 kips/ft End reactions ........... ......... ....... OL > .109 kips . LL > .154 kips TL > 1.463 kips Design loads........... Total load moment (M) > 4.153 ft -kips Total load shear (V) > 1.463 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade 'Fb Ft Fv Fcl Fc° E DFL NO2 815 515 95 615 1300 1600000 Size factor Cf > 1.100 Apply to Fb Size factor Cf > 1.100 Apply to Ft Size factor Cf > 1.000 Apply to Fcm Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 « Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl Fc2 E DFL NO2 1313 633 119 .625 1300 1600000 --------------------------------BEAM DATA ------------------------------- Member width > 3.500 inches Member depth > 9.250 inches Required Actual Comment S (in"3) > 43.451 49.911 <ok> A (in"2) > 18.414 32.315 <ok> I (in"4) > 230.840 ' -----------------7------------DEFLECTIONS------------------------------- Total load deflection > '.391 inches L/ 398 <00 Live load deflection > .202 inches L/ 113 <00 Dead load deflection' > .190 inches Minimum camber (glu-lams) > .284 inches <1.5*DL deflection> Standard 2000'R camber > .121 inches --------------------------CHECK MIN. BRO. AREA -------------------------- Minimum area > 2.340 in"2 Minimum length > .669 inches Assuming full width bearing A. 22-141 50 SHEETS 22-142 100 SHEETS HMPAO 22-144 200 SHEETS L -70 1' �) _Q 4h. • � 9 o t ' v a c � o• N 0 N 6 0 - v1 W aIF Pgovi of UPPER LEVEL FLOOR PLAN , OWNER'S NAME: �b0 RECEIVED PERMIT NUMBER: - 0064 A. P. : 69-S 9-58- DATE j S 1 /9 4 RESIDENTIAL ❑ NON RESIDENTIAL RECEIVED BY TIME – – – – – – – – – – / —REQUIRED PRIOR TO PERMIT ISSUANCE �/ � 9 � : – (-1– – – / J9'i rCs ti� fGf 1 (� ❑ FROM DATA SHEET ❑ REQUESTED BY PLAN CHECKER IC9 0 w Vz LA ❑ OTHER Starr .1- c o n Y- REQUESTED BY CORRECTION NOTICE YES ❑ NO ITEM: ems` c S U e2_ tel, LOCATION IN BUILDING WHERE CHANGE OCCURS: (� WHEN APPROVED, P PAS FOLLOWS:–––––––––––––––– – – – – –– . La // �- 2�2 �d Mail t o e S �7 re ) Mail t contractor` ✓l (� ,12 Name an Address) Call and hold for pickup at office. Deliver with nest inspection. REVISED PLAN. CHEC1 jFEES PAID: $23.00 $4(P.00 Additional Fees Not Required Job number >> E94009 Structural calculations for Project >>Spiral stairway Plan >> Name >>Better Builders Address•>>Oroville, California Date >> 1/21/93 Architectural Engineering Specialists 10 Constitution Drive Suite. A Chico, California 95926 (916) 895-1125 (916) 893-0531 Fax . � /.g --� L r-1 i a.,u RKS/MQRCAL I2 GAGE H.R. FORMED STEPS 4" OD OR 6" OD COLUMN EXTENDS 36" ABOVE TOP LANDING n MAlaMUM STEP RISE.' 91/2", .75"X.120" PICKETS (MAX SPACE 4") STEP RUN TO BE A MINIMUM OF 71/2", 12" OUT FROM CENTER COLUMN ; TREAD DIMENSION TO BE A MINIMUM OF 26" FROM INSIDE EDGE OF CENTER COLUMN TO INSIDE EDGE OF FIANDRAIL STEP WIDTH: 27 1/2" ��' MINIMUM t' HANDRAIL HEIGHT' 34" - 38" ABOVE FINIMED TREAD 1.5"X.065" ROUND TOP RAIL 22-141 50 SHEETS 22-142 1.00 SHEETS AMPAO 22-144 200 SHEETS n� W � W S s � -- �F� ✓vires- -� - ��� . N (- 0 X w �j ✓D /f' j � , / x � o \W 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS N ?K 4z6 Lam 22-141 SO SHEETS 22-142 100 SHEETS .MPAC 22-144 200 SHEETS A 3m f,0 � n S N cT rb U G A N ID �� + 22-141 SO SHEETS 22-142 100 SHEETS .MPAC 22-144 200 SHEETS A 3m f,0 � n 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS C9 p �� n . CA F �Or s- 1 rn • -i- ��15 o �' rn 713 - cn WILLIAM (t3ill) GMtrF-, uirector 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7681 RONALD D. McELROY Deputy Director FACSIM]LE TRANSMITTAL COVER SHEEN TO: FAX PHONE N0: NAME:c}��'uf?c71��'� S DATE: 7- 951 TIME: d . �Il FROM: FAX PHONE NO: 916/538-2140 PHONE NO. 916 / 538-7681 NAME: I, n�4 �uorJ TOTAL PAGES INCLUDING COVER SHEET: �z MESSAGE: ru.S 5 Gt-Q44 d) �u� 1� �� (��/S' J S arc 2rnZ�Cl` 01/20/1994 08:51 FROM RALPH MILLER 916 823 3935 TO 5382140 P.01 Associated Engineering Consultants - consulting civil engineers t'•7 .lanuary 1994 124 Oakwood Dr.. Suite a Auburn. CR 95603 Butte Co Bldq Dept (916) 823-9145 Fax # (916)538-2140 �itn: i9��► " -Re: 44 Reqal Way. OrOvil'le I give you my permission to provide Wayne Cook a copy of the structural. calculations I prepared ori. the aforementioned residence for hie recent remodlinq protect. If you have any questions please call. Sincerelv. kandolph C. Rowland, P.E. n Q�p��SSI Cy RAN 0► ?.. Gr r� 2 9 r, i E3 y97 OF C i TOTAL P.01 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District CSL a G94:1JE/ ` Building Department No. A.P. Number Jurisdiction City County Property Owner Property Location/Address Subdivison Residential Development Commercial/Industrial 0 0 No. of Living MHI Units 0 New Lot No. 0 Sq. Footage 7 Addition (Group R) 0 Sq. Footage Addition (Floor Plans reviewed by School District Personnel) (Including Exterior Roofed Areas) / AF�_ Date District Identification No. rd -- School District certifies that (Applicant) (Street has complied with the requirements of Resolution No. representing / 7 square feet. School Distract Representative Paid by Check Number Bank Number Paid by Cash (Phone Number) (Zip Code) by payment of $ N Date 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) feeformmkl (4/92) Y' Job number >> E94009 Date » 1/26/93 Structural calculations for Project >>Residence remodel Plan >> Name >>Better Builders Construction Address >>Oroville, California Architectural Engineering Specialists 20 Constitution Drive Suite A Chico, California 95926 (916) 895-1125 (916) 893-0532 Fax a W W W LU LU LU xxx 0 VI VI 000 46 0 �- N C4s N N N r °-0-6 C a,•.._� j_ c7 I�l -rlr (3, fs� ((, 0 �s-F Z 22-141 50 SHEETS (,r 22-142 100 SHEETS AMPAO 22-144 200 SHEETS � O 6< N SSBM 6 4:21 PM ------------------------------------------------------------------------ Rev 9-13-93. SIMPLE SPAN BEAM - UNIFORM LOAD 1/26/93 Description >>Roof beam over Rec. room >Y ---------------------------------GENERAL-------------------------------- Span (L). > 15.500 feet Repetetive ? > N Reduce shear for bm depth > N Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 17.920 --------------------------------ACTIONS--------------------------------- Uniform dead load > .109 kips/ft 48 % TL Uniform live load > .116 kips/ft 52 % TL Uniform total load > .225 kips/ft End reactions ........................... OL > .845 kips LL > .899 kips Tl > 1.744 kips Design loads ............................ Total load moment (M) > 6.757 ft -kips Total load shear (V) > 1.744 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv. Fcl Fc° E DFL N01 -BM 1350 675 85 625 925 1600000 Size factor Cf > .1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcu Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fcl F0 E DFL NO1-BM 1688 675 106 625 925 1600000 --------------------------------BEAM DATA -------- width > 5.500 inches Member depth > 11.250 inches Required Actual Comment S (in"3) > 48.050 116.016 <ok> A (in"2) > 24.618 61.875 <ok> I (in"4) > 652.588 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .280 inches L/ 665 <OK> Live load deflection > .144 inches L/ 1289 <OK> Dead load deflection > .136inches Minimum camber (glu-lams) > .203 inches <1.5*DL deflection> Standard 2000'R camber > .180 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 2.790 in"2 Minimum length > .507 inches Assuming full width bearing Q vC 70 til rl�GrYT Tv cE�r-- 3 DTo-/ 70J)gEAe4,)4LL 4041L F,e��lr- OF WCPGH1— OF OiC IGMT" EXT cJ,q LLS OWt TTE COUNTY 8UWNG DEPARTMENT APPRQ, P ,N-7--- WALLS GoM ►'� S�►r�G(.E S Tru 5s6S y"v.C• S/1" zx '00 Y7-" ISYP t?t7. yam"GYP -GA ZX,} Q� ISG o,c, V =,103(( 3.oj(,zXz�++ yZx►() +(9.0)(80X9)+-(6,s�(Noxsj = I ` io -ft:: �jtt Coflj�LS .317 /, u j 7- s �i" n44- Q,pVESS/ Nq RANDP 0, . MIND ? , No. 25019 /Exp. %2'$�'�� F 0 C A ki =1 C t I (,2L i 20 is it G H7- le6- 10 So Circ WA -LC 04 L-) -�- , ja' I s)! 3. (2-9) Q Q Z) VJL LL cv;-rr, o c_ dirt` - '6-2-c> Uri rr s H 6 PL� 11V1 0/7 LoAO ja /Zoog Dr t-P/.l GM r4eoy�_ r_>Y ROOF >>iv4PH. To' : LEFT oF' 5TvCSY DoRm&(Z_ - -!WILL -i rir,ZrAE T L.oAo 71- 2E ST OF Ro-oF ?DP_ OP: IT ARi�1Cr-/Srf6A =�.1 � ��2E.Fir2: c>F--��� STu o Y- -M 3E FAAM E'> LkP 7- R-© F, la��cC ESA WAS L>� O y 1I/Ai 3 oo� q�0 2 8)�9) R 6 (->5r—)(Z2.p)(►z)-!- (i.oxeo(9),(V CQ 3) (20)(19) (9xWP-- 63.5) = 79 S., Ib ►4rj ko rv7' UF o f sF + i �(C2 0 FP7 -}- 1, 8J(5) 0 5) _ USE (o 004-rs L nlCH.o ��c�CTC' S >4� a sTUPY iJAILL67- 3,77 N C, i Cu��c � + 1 7A-KE—S kcAk—F�a _►�7'� FLUy �. Fl-o�o2. D A P H To c,►9-2.(,?,Y - 31464-f- o -u; rO FW)IO 4i7" ol"i +r""S M Zz-s �I� X02 a PLY RESIDENTIAL 69-58-43 1711-90B,P,E,M COOK, Wayne a ),, •,��15 0`1 44 Regal Way, Oroville (new single family) oL2CL'sGv t� �li..s2�J , 146 y, t> �i Z -°1 �-j es -r -( pw- D F� {f OFFICE COPY (, Address GAS ��Meter By-."Date�_�j% 7 i .f OFFICE COPY- OPY—Address Address t � f � • i 1 ` "�se�y {' Date I ELECTRIC i Meter By Date �t l i r JOB FINALED (Date) — Signature I� J=OK O = Not OK - = Not Applicable = Not (ieady- MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete ' 4. Water•, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; location -Test -Wrap: / /"L"ft. / P'Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 A MISCELLANEOUS Date DECKS COVERS, CARPORTS GARAGES Plans OK except #'s 'gti 1. Zoning Requirements -Setbacks -Easements 2.- Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric - • . I - 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh' 10. Roof; Shthg-koofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability, 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosu res -Pane I boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V OK O = Not OK - = Not.pplicable = Not'Ready RESIDENTIAL (Single & Duplex) Dae UNDERFLOOR Plans OK except #'s 4_26n i ng -Setbacks -Ease ments-Flood-Slope g., Main; Soils-Elec. Grnd J?J" Ftg. Depth a M`"('� 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-111" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls,_Garage; Steel-Blockouts-Wrapped 6a. Hol ns pecial b' el-Wrappe ' ' 8. Piers -Fireplace Ftg. el 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. ater Pipe; Test-Anch r- egula_ to_ r- ervice Test 2. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. irders-Sills-Anchor Bolts -Joists -Vents -Cripples 15. Insulation Dat _ Card B-1 Dat 4 Card B-1 Date Card B-1. Date Card B-1 Date PLU G Permit OK except #'s . Wate Htr.; Vent -Access -Combustion Air -Baffle 1 . ate 'pe; Test & Anchor -Nail Protection D .; Test -Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Acc,,/-•a5 20. Test Tub & Shower, Second Floor -Tub Access 24-6aspipe; Size & Anchors Date 2--/7-JZ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s fixture & Transformer Clearance -Ins. Protection U-SecReceptacles Spacing -Lights & Switches at Doors & No. of Conducto of Studs & C.J. (/tali. Equip. Ground made up w/Me4h. Fastners-Bond Gas & Water 2.7!1 -Appliance Circuts in Kitchen & Conductor Size/GFI 2 . bfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / ga. or Al 29. Range Circ. / / ga. Cu or,Ove Circ. / / ga. Cu or Al. Insula d Neutral es 13 No erv' a -Riser Conductors & Ground -Main Disconnect . Equip. Clearances Panels -Motors -Meth. Equip. othes Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date j /) Card B-1 Date Card B-1 Date MECHANICAL Permit OK except #'s C. acts Insulation & Support 3 . ent Fan; Exhaust above insulation 36--2oTrdUrrVrM Drain & Overflow; Size & Grade rnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3� Access & Platform if Furnance in Attic Date 11iv Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING—(Plans) OK except #'s 3 . roper Material & Anchors Walls Studs -Nailing, Spacing & Bracing -Plates -Sound aring Walls over Girders & Floor Nailing rafL§Iop in Walls (rat proof) ve Stops; Furred Ceilings -Stairs -Chases -Tub 44: H aders & Beam -Size & Bearing ► �. (NOTE: An entry must Wmac Date FRAMING (Continued) gers-Post Caps -Anchors -Connectors 46. Cing. oist-Rftr. ties-Purlin-roof Braq-thng.-Rfng. ireplace Ties or Type A Flue -Fireplace Throat clearance 48-ctttL-Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49--ffgfim. Windows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing rope Line Firewall & Openings gW-Doors-One T -Check Garage -3rd Story, 2 Exits rstohk. A"rith-Headroom-Rise-Run-Landing-Fire Protection 64�.-plywo d on Roof Overhang -Attic Vents -Rafter Outriggers 55 -Nailing Veneer Drip Screed -Fd. Vents-Underflr. Access Glaz' g Area -Glass Protection -Skylights -Plastic, Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 1 /-- f- 3-0 60. Infiltration -Walls -Windows r . Date jIj _-,/ %-yQard B-1 / %(/ Date ' Card B-1 B-1� is) OK except #'s rC-Srjurnace; Vents -Clearance -Comb. Air -Connector - In Garaae: Above Floor -Ducts -Meeh. Protection tt.:!Te om Exiting .F.I. & Bath Fixtures & Tub Access -Spa c. Trim & Subpanel; Breaker Sizes & Labels tairs & Rails 1,1 ireplace or Stove; Clearances -Hearth Iec Outlets at Wood Panel; Int. & Ext. U(f'Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter Garaae Fire Door: Swina-Landina-Closer fir. Htr.; Vents -Clearance -Comb. Air -Connect P.R.V. In Garage; Above Floor -Meeh. Protection -4-7-5.- Plb., Elec. & Mach. Equip. Listed for Locatio Elec. Receptacles in Garage; (G.F.I.)-Romex Protection nsulation-Foam-Looked in Attic ❑ Y s ward Rails & Deck Construction -Post Ceps JJ*FEf-n. Vents & Crawl Hole Door -Drainage ood-Earth - Clearance Looked under Floor ' Yes 80. Following instld.; Drive No; Walks 40-7es 0 No; Planters 0 Yes iy- � u -Finish C. Unit; Disconnect, Electrical, Plumbing ents Above Roof; PIbg: Appliance -Fireplace. -Clearance to Disconnect, Electrical, Plumbing 4&7--terior Elec. Trim; G.F.I. Receptacle -Underground 4 86. -dation Throughout House rrections from Previous Inspections Nest -Meters Tagged; Gas -Electric '. Water & Sewer Connected -C/O to Grade -HD Approval I 0 nergy Compliance Certificate -Other Certificates Da e3 Card B-1 Date Card B-1 Date, q„� Card B-1 Date Card B-1 Dates-F� Card B-1 Date Card B-1 Comments at Final: e each time you visit job site) ENERGY INSTALLATION CERTIFICATE Building Ownerr GL e a 'Al Building Permit # J Z Building Location e- (�' � n ROOF Material Thickness(inches) DESCRIPTION OF INSULATION V Thermal Resistance (R Value) EXTERIOR WALL Material F Ger /aff, Brand Name C erica 1/✓ ieec Thickness (inc s) Thermal Resistance(R Value)��_ CEILING Batt or Blanket Type Brand Name co /' j (%✓ Thickness(inches) / Thermal.Resistance(R Value) . Loose Fill Type _ Brand Name . Minimum Thickness(Inches) Area Number of Bags Wt. per bag lb. covered(ft.2) Thermal Resistance(R Value) FLOOR, ELEVATED Materia i A 'e /". Brand Name <� e V "� ?��/ 7-4-- -`maThickness(inches) Thickness(inches)(/ Thermal Resistance(R Value)- FLOOR, SLAB , Material Brand Name Thickness(inches) Thermal Resistance(R Value) Width(inches) FOUNDATION WALL Material Brand Name Thickness(inches) Thermal Resistance(R Value)_ I hereby certify that the above insulation was installed in the above building, is consistent with approved building department plans -and -attachments -and con= forms with requirements of Chapter 2-53 of State of California Energy Requirement: FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. DATE SIGNATURE OF INSTALLATION APPLICATOR I hereby certify the required features, devices, and equipment, a5.shown on the approved Building Department plans -and attachments have been installed and conform to the appli- an2standards and Chapter 2-53 of the State of California Energy requirements. BUCLDIX CO RA R/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. (FIRM Z-a'r - 0 c -c- SIGNATURE F BUILDING CONTRACTOR/OWNER HVAC FIRM NAME/OWNER (Please Print) 1 SIGNATURE OF HVAC CONTRACTOR/OWNER e-9- /2=X� DATE STATE CONTRACTOR'S LICENSE NO. DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. SEPTEMBER 1988 i" • 'Y-. ,. :r+.,:.;�-�+'T.,�:-•�—».rY'•. y,•`r"'v'NkR c'1�`4-.'""r-'N--r•^^� ,. .... .,. - , COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS - 196 Memorial Way, Chico — Phone: 891-2751 Tp 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE JN•ER PERMIT.NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. fi s� v� iy "Zp Date Inspector ,fit COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico— Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE J PERMIT NO. r A routine inspection indicates that the following violations of County Ordinance k exist at the above address and should be corrected. Please notify this office V when correction of work is completed. If you have any question pertaining to this matter, oy need additional explanation, please contact this office immediately. ` i PC- 14:ge�j� dT �. %TSO /l'�" b r1��d` 7 i Date Inspectors _ �q COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE rA Z2--76 PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this mattevor need additional explanation, please contact this office immediately. �Gf it A, __4 E ,Qi Q✓0L/I a 4'c / ` l� f vr� Lv1 !� �L, /l f v •i- �✓ Q r r1A dE22g c._.►) t Date—/ 2_117A'_> Inspector �/ -«- COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 -- - CORRECTION NOTICE -'�r4� T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, need additional explanation, please contact this office immediately. Z L-G,�� /. N cns a u, ti 1W C l+cc.(C J eA7-- P,4 P11 1) W r 2X4<' Ill, t.IS•7/� Date � �G— '�/ Inspector IN COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541- 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE R PERMIT NO A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovil�e, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 59-98-43 ZONING ' AR1 BUILDING PERMIT OWNER Wayne Cook c/oAAAProperties T "x. 60 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILI GdD10'X 4724, Chico 95927 CONTRACTOR'S NAME TELEPHONE 961-5275 CONTRACT P.'S MAILING ADDRESS 400 San Juan Ave Fair Oaks 95628 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00:1. LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 44 Rogil Way, lle Permit tee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL Lakeridge MAP I85-12 Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF a Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5,00 Building sewer 5.00 Mobile Home JSFG W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation[] Other ❑ Describe work: Eenvel-tin-gwater heater to gas, also heating system Permit Fee Min. $ 25.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LESS10.00 Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BusineSS and Professio de and y license is in full f e and effect. License No. (Illy'— lassification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contrac ors. :Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP.& OR ACDNS. C ACC. BLDGS. /z ¢sq ft NEW CONSTR. MURATI.OUTLET NON RES ESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS .&) SINGLE OUTLET CIR. Ex. OCCU OUTLETS OR FIXTURES P eALo3o BAL030 FIXED Ex. Occup. OUTLETS (RESID )KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00t- Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation' Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3,00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also ag to save, indemnify and keep harmless the County of Butte against all liabi les, judgmen ,costs, and expenses which may in any way accrue again aid County in onseque a of the granting of this permit. XThis Date a Owner Can tract Agent ❑ 5 re of/.S An OSHA pSquired for tions o 5' ' deep and demolition or construct- ion of structr 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC I CONSTTYPE TOTAL FEE $ 25.00 E HAZ cuA PARK SCHL PAR PD HD Iss permit is nereby issued under sions of the Butte County Code and/or work i 'cated above for which Ile DI OF PU I y P MIT EXPIRES Date the applicable provi- resolutions to do s have been paid. WORKS / Date Receipt No. 83831—$25.00 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovil,le, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER C ZONING. 119A J BUILDING PERMIT OWNER EPyo3N �O SO. FT. OCC. BUILDING VALUATION OWNER' A LING ODRESS CONT ACTOR'SNA E y Som � TELEPHONE 02 CONTRACTOR'S MAI NG ADD ESS Fireplace CONSTRUCTION LEN ER UNKNOWN Total Valuation $ Filing Fee 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee „Q ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 V� ✓� _ Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME n/ /'J� PARCEL MAP S �. Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF�Z Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5o � Building sewer 5.00 Mobile Home I SG W 10.00e TYPE OF WORK New❑ Addition RemodelUtilities' Installation❑ Other ❑ Describe work: ;2lij=.elt'��� o�.i _ Permit Fee ✓Yf/,Y $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service j00VOR AMP ORLESS10.00 Main service EA. ADD -L too AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.ai OR ADONS. ( ACC. SLOGS. , /z¢sgft NEW CONSTR.MULTI-OUTLET NON.R ESID BRANCH CIRCUITS) 2.50 ea - POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200300 5AL(730 EX. Occup. OUTLETS PIRLESIO IKEA.) 2.00 Temporary service 10.00 Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for 5100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structuresover3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC I CONST TYPE TOTAL FEE $ 2 �p ALSCHL F{qZ CUA, PARK I FLD PAR PO HO ISSUE This permit is nereby issued under sions of the Butte CeUnty Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date ReceiptNo. o��,�—' Z.�, . WHITE-O.P.W.. YELLOW-ASSE550R. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, C9lifornia 95965 - Telephone: 916/538-7541 �. APPLICATION AND PERMIT PERMIT O. 1711- 0 ASSESSOR PARCEL NUMBER 69-58-43 ZONING BUILDING PERMIT OWNER�,s-- - Cook l� TELEPHONE SO. FT. OCC. BUILDING VALUATION n 2770 R 1109800 OW ER'S MAILING ADDFYESS 27 480 M 6,`720 C TRAC R' NAME TELEPHONE 589-2574 368 COV 3,780 CONTRACTOR'S MAILING ADDRESS F i replace 1,000 CONSTRUC ION LENDER UNKNOWN Total Valuation Filing Fee $ i 10.00 LENDER'S MAILING ADDRESS Permit Fee $ `F7 ) ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee Energy Plan Checking Fee $ 15. 00 '. ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ c BUILDING ADDRESS Permit fee $ J PLUMBING PERMIT Filing Fee i0.00, Each Trap 2.00 22. 00 6 Oroville Solar or heat pump water heater 20.00 20.0 LOT NO. 108 SUBDIVISION NAME ILakeridge PARCEL MAP ��� if L Water piping 5,00 5.00' Each qas water heater or vent5.00 7 USE OF STRUCTURE SFf2 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is G W 10.00e ' TYPE OF WORK New[ft Addition❑ Remodel❑ Utilities[] Installation❑ Other ❑ Describe work: 3 bdrm Permit Fee $ 62.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW 1 declare PlIer penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business d and Professions C a my license is in full f e and effect. License No. Classification F1 1. as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUR.&$1.25 OR ADONS. ( ACC. BLDGS. 2hQsgft NEW CONSTR U TI.OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES SALO20@30 20@530 FIXED APLINIS EX. Occup. OUTLETS P(RESIO.)REA.) 2.00 Temporary service 10.00 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ --- I 13,179I WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ T permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor ; MECHANICAL PERMIT Filing Fee 10.00 Heating 1Z T 00 6. 1 Dug] Pak Cooling g 6.00 Hood 3,00 3.00 Ventilation 3.00 Perm it Fee $ 28.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against id Co ty F cons ce of the granting of this permit. _ C"- X -�� _ Date Signature of Applicant - OwnerEl- Contractor ❑ Agent ��- An OSHA permit is required for excavations over 5'0'•' deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ , Energy Inspection Fee $ 30.00 CONT YPE u IV _ TOTAL F 994/50 HAZ I CUA PARK Sc V,6 PA PD H6 ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D R OF PUBLIC WORKS p� BY0 D to t PERMIT EXPIRES ate Receipt No. ,J � 3/ - L? �d WHITE-D.P.W., YELLOW -ASB SSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT Other Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior toperimi is,, cn'ce: (Cikle 1. Index permit for above items No. 2. Additional items required„ _ Contractor, designer, owner, was advised of above required data 9 q �Cphone__nail_counter by_z�_date� Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date ✓/�l� Date / (���%(/`� ) Plan claesked by Plans approved by C70ea!LDate_ Sets of plans on hold -in File cabinet AP folder ) Copy—DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVI�LLELE, CALIfORN1A`95985 -TELEPHONE: 918/538-7541 PERMIT APPLICATIONDATASHEET x Permit No. . OWNER Ald jAl F,G O!7/C W - A. P. No. Proposed Building Use Building Inspector "Date Je�v,25 �y At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans......... 3. Complete plans in duplicate/triplicate, signed by preparer. of plans .. 4. Complete engineered plans and calcs, with wet signature on plans . . �.. 5. Hazardous Material Form .............................. ........... 6. Energy Design Compliance and supporting documentation ......... l" 7. 8. Statement of Intent for Non -Heated and AC Buildings ... I........... Engineered truss details and layout in duplicate (required prior to plan check) q' 0 1�AM1 t: 9. Mobilehome installation data including manufacturer's installation �instructions. 10. . Fees of $z 11. Chico Urban Area fees paid ....................................... 12. X13. Park fees paid n ►20LEf'V) School District fees paid. ax T 14. Sanitation, approval from Heaf.th.Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW ��19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date) 21. Contractor's license information (No., Name S.tyale�Classification) ... 22. Certificate of Workmans Compensation Insurance .:..:............... 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... LV&G24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 27. . . 'When you issue the permit, process as follows: Mail. wrier. Mail to contractor. _ Telephone 7-5'741 and hold for pickup at office. Deliver w. /inspector. Other Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior toperimi is,, cn'ce: (Cikle 1. Index permit for above items No. 2. Additional items required„ _ Contractor, designer, owner, was advised of above required data 9 q �Cphone__nail_counter by_z�_date� Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date ✓/�l� Date / (���%(/`� ) Plan claesked by Plans approved by C70ea!LDate_ Sets of plans on hold -in File cabinet AP folder ) Copy—DPW TO: Building'Department H FROM: Encroachment Permit Section vt RE: Driveway Clearance W 14 owner location Driveway permit cJU— J030 si ature `y—s"8-43 AP # has been issued for the above property. date V r TO: Building Department FROM: Encroachment Permit Section RE.: Driveway Clearance ��p.r✓'���C Stiv7 P Q _ �7' � � � � ... owner location Driveway permit 945, —14-P 0452 has been issued for the above property. ISO/ date si ature COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT �PERMIT NO. ASSESSOR PARCEL NUMBER _ ZONI BUILDING PERMIT . OWNER SO. FT. OCC. BUILDING VALUATION - OWNER'S MAILING ADDRESS 2 V CONT ACTC•R'S � / CJ1 T�,LE PHOIJE �� ��Z7/' CO CR'S MAILIN :2- ADDR 55 6 (� Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ O� Energy Plan Checking Fee $' ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ACORESS ./ / Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 ,Q Solar or heat pump water heater 20.00 20,0 LOT NO. SUBOIVI ION NAMEPARCEL MAP Water piping 5.00 5-100 Each qas water heater or vent 5.00 USE OF STRUCTURE SFDuplex❑ Mobilehome❑ Other X// \\ SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 ,OO Mobile Home -Fs-FG W 10.021 TYPE OF WORK New A'I Addition❑ Remodel❑ Utilities❑ Installation❑ Other EJ Describe work: ��� Permit Fee $ 64, O Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service j00VAMP ORLESS10.00 Z0,C70 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.ha OR ACDNS. ( ACC. SLOGS. 2/20sq it NEW CONSTR. ULTI.OUTLET NON•RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup( LETS OR FIxTU RES 20dS06 200930 Ex. Occup. OUTLETS FIXED P(RESID )REA.) 2.00 Temporary service 10.00 , Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ , Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating ,U dV Cooling QQ Hood 3.00,Q0 Ventilation Permit Fee $ Q Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature A r� ❑ Agent 9 PP — Owner ❑ Contractor ❑ Applicant re of An OSHA permit is required for excavations over 5'0" deep and demolition or construct- structures over 322stories in height. Mobile Home Installation Fee $ s Energy Inspection Fee $ B occ CONST TYPE n TOTAL FEE $ ' HAZ cuA PARK scHL FLD PAq Po Ho ISSUE Th's permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have baid. ve een p WORKS Date G ', rReceiptNo.��JLO J ��7 7 91, J� -O.P.W.. 7ELLOw-ASSESSOR, PINI( -INSPECTOR, GOLDENROD -APPLICANT PERMIT NO: 62-90 i Y1. . , f- +s V. Lake Oroville Area Public Utility District 1960 Elgin street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the -Butte County Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: May 25, 1990 Applicant: James Phillipson Better Builders Applicant Address: Applicant Phone No.: Property Location (s): A. P. No. (s): Fees due: 4200 Foothill Blvd., ORoville 589-2574 44 Regal Way, Oroville, CA 95966 Lakeridge Subd., Lot 108 69-58-43 ALL FEES PAID Application for service app LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: IN Date: Lake Oroville Area Public Utility District release to close permit: Date: By: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION.,A0 PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER _ SR - 411 ZONING BUILDING PERMIT OWNER Wayne Cook & Larry Jackson TELEPHONE 961-5275 SO. FT. OCC. BUILDING VALUATION OWNER'S MAIC ING ADDRESS 4600 San Juan Ave, Fair Oaks 95628 CONTRACTOR'S NAME Larry Jackson TELEPHONE CONTRACTOR'S MAILING ADDRESS 4600 San Juan Ave Fair Oaks 95628 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 44 Regal Way,Oroville Permit fee $10.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE SF® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 e TYPE OF WORK New F-1 Addition Remodel❑ Utilities❑ Installation❑ Other® Describe work: �rat}Sfe �91T1 ���pr _ Permit Fee $10.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 13001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I de lar under penalty of perjury (check one)1. l I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profess' C dassificatione rvy, license is in full a and effect. License No. "`Cl ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.// DWELLING OCCUP.& OR ADDNS. \ ACC. BLDGS. ) , 2h¢sgft NEWCONSTR.MULTI-OUTLET NON .RESID BRANCH CIRC U1TS 2.50 ea POWER APPARATUS &) SINGLE OUTLET CIR. ) Ex. OCCup(DUTTS OR FIXTURES 20®50¢ eALO 30 FIX ED Ex. OCCUp. OUTLETS P(RESIO.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ 10.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agre to save,indemnify and keep harmless the County of Butte against all liabili es, judgments, c ts, and expenses which may in any way accrue against id County in cons uence f the granting of this permit. —This %� Date � Si u e of ApRli — wner Contractor Age t ❑ An OSHA permi re it for xca ations over '0' deep d demoli ion or construct- ion of structures over s ries in' e,i,�gyh/t. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 40.00 HA2 CUA PARK SCHL FLD �/ PAR PD V HD Issue permit is hereby issued under sions Of the Butte County Code and/or work indicated above for which fees DRE OR PUBLIC By PERMIT EXPIRES ate the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 3 J WHITE-D.P.W., YELLOW-ASSESSO PINK -IN PECTOR. GOL.E.R/AP/PLICANT Rl 2ALt C,ou.�, �r �ui���c L.�o•tl�s �Btrlliff�or � C.�^n�+'f �iLr/yJ!� !�✓ L'b��'�/i!G��r� �ffjy��s `-OT �� g e AN COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIO,I NAD PERMIT PERMIT NO. ASSESSOR_PC EL NUMBER 95 ZONING _ % BUILDING PERMIT - OWNER, G(j Cdo,� -�- Jac�i,,aYr TELEPHONE 9(at 5 07S SO. FT. OCC. BUILDING VALUATION OWNER'S M44LING ADDRESS 6 Zo CONTRACTOR'SNAME Jac" on TELEPHONE CONTRACTOR MAILING ADDRESS - 1&00 V/ 5-& 2 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ t Y Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESPermit fee $ %�• PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE SF (/ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home Is 10.00ea TYPE OF WORK New ❑ Addition [IRemodel ❑ Utilities ❑ Installation❑ Other [jj- Describe work: Z.� .rm � <tt 0. Permit Fee $ to. Contractor ELECTRICAL PERMIT Filing Fee 10.00 00V OR LESS Main service 6 100 AMP OR LESS 10.00 Main service EA. AOD-L 100 AMP 2.50 CONTRACTORS LICENSE LAW ' I declare under penalty of perjury (check one): El I am licensed under provisions of Chapt. 9, Div. 3 of the BuslnesS and Professions Code and my license is in full force and effect. License No. Classification {'= ,,..,❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUPM/z¢sgft OR ADONS. ACC. BLDGS. NEW CONSTR. MULTI -OUTLET BRANCH CIRC ITS 2.50 ea /POWER APPARATUS e1 \SINGLE OUTLET CIR. / Ex. Occup( OUTLETS OR FIXTURES 2ALI 30 °ALo3oe \ Ex. Occup. 'OUTLETS EO P(RESID 1REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ i shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Q Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over -5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 46,0 r+Az CUA PARK scHL FLD PAR Po HD ISSUE This permit is nereby issued under the applicable provi- sions or the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR• GOLDENROD -APPLICANT RESIDENTIAL -PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # / r/// ` 0? OWNER A.P. # 64-757E 5 GENERAL 1,1 -11. -----Zoning requirements: (sideyards and number of permitted living units). iZ"��aluation. 3. Plans signed by designer. °< ergy Design and Compliance. Existing violations on property. 6'. Items on data sheet. PLOT PLAN rra plete parcel size and dimensions. backs, sideyards, easements, etc. er buildings or structures. ing, fills-, drainage. od hazard. ecial-conditions on.'creation map or compliance document. FAU & FAS road setback.., LOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). 1205). 5/89 Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and Smoke detectors (Sec. 1210). STRUCTURAL DETAILS clearance. Foundation plan complete enough to construct building. , Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. MISCELLANEOUS ITEMS TO LOOK OUT FOR irway details: landings, rise and run, head clearance, handrails (Sec. 3306). uardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT.FOR (CONT'D) Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). after ties or bearing ridge beam. rage door or porch header sizes. Adequate bracing. ®:"Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. o exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). nderfloor access and ventilation (Sec. 2516). tRetaining ombustion air for fuel burning appliances. oise requirements on duplexes. dobe soils - special foundation design. walls requiring design. nusual shape, size, or split level house requiring lateral design. lashing at a 1 exterior openings. . _asp 7 ?) Orl 5/89 OWNER'S NAME: Gj /� �%d.�� RECEIVED PERMIT NUMBER: % % / U A. P. #: by DATE RESIDENTIAL F� NON RESIDENTIAL RECEIVED BY TIME REQUIRED PRIOR TO PERMIT ISSUANCE FROM DATA SHEET REQUESTED BY PLAN CHECKER OTHER --------------------------------------- REQUESTED BY CORRECTION NOTICE F� YES [] NO ITEM: LOCATION IN BUILDING WHERE CHANGE OCCURS: WHEN APPROVED, PROCESS AS FOLLOWS: --————————————— — — — — — — Mail to owner I (Address) Mail to contractor , (Name and Address) Call J �G%o7� �� and hold for pickup at 0"y office. Deliver, with next inspection. T REVISED PLAN CHECK FEES PAID: $15.00 $30.00 Additional.Fees Not Required y BUTTE COUNTY SCHOOLS DEVELOPMENT -FEE CERTIFICATION FORM (One Form per/Building) A.P.. Number (p9- SQ= 43 Building Department No. School District /)96 E(pTn City D County Q' Jurisdiction Property Owner �,��; , re-ak Project -Location/Address 44 Puaaa.P ( ,/ 6WO Subdivision L/,�jp���� Lot Number Residential Development: Sg. Footage 2710 # of Living MHI Addition (Group R) Units Commercial/Industrial: F-1 Sq. Footage'" New Addition (Including Exterior Roofed Areas) Buildift4 Department Representative e -IS -90 Date (Floor Plans reviewed by. School.District Personnel) " District Id No. n nnf� t�S�LBvkXaCL f�n� School District ,certifies that (Applicant Name) (Phone Number) � eaj ff (Streeta Address) ' "X) . .. A I City) (State) (Zip Code has complied with the requirements of Resolution No. 1? 9-9.0-6 60 by the pa • ment of $413 17(o . representing ..a 770 square feet. 9,116 v School Dis,Wt Representative >,Wt* Date PAID BY CHECK NO. REMARKS: BANK NO PAID BY CASH ' f j ►. -white-applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) Return to DPW AGRICULTURAL STA-iFM84T OF ACKNOWLEDGEMENT 9 Q - 3 4 9 4 FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County. Code requires this acknowledgement be recorded prior to issuance of a building permit. J ; The property described herein is adjacent 90-034914 Rec 'Fee 5.00 ; Cash 5.00 .• to land or included within an area zoned Recorded ' for agricultural purposes, and residents Official Records of this property may be subject to incon- 'County of ; veniences or discomfort arising from the Butte ; use of agricultural chemicals, including, Candace J. Grubbs ; but not limited to herbicides, pesticides, Recorder ; A fertilizers; and from the pursuit 12:02pm 15 -Aug -90 ; X i of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described, as follows: If 1I LOT /09 � of A N oN TA aT Cerl-cirjv i►+r�� e��/i//e�� Z-Mceer�J U1ll�l bvU icy M&r W&f rec6.rjej in Tete L)fiCe- off' tA(f ofec,6,#°Cie/ df Me c a u,n r'% of &77,eJTaie tf eG/�' a rwf�, WV 6CT04 er �r /yel JA/ le 0 11A, 6 f ha a ®f a T /� a��f �J� /2 /� �y ��� /S E9�' �e foT l�/t� 7`�P/'G �hoM Q11 irr� hP�a� %h ierc1T1' %I? the �tvprk� 6f. AQf (ver kl'&cl eX-Cef fii �� fhe jar e e T T1a� re 6f t� h 1 %ker eJrhCA / . be 1�6 hi /i T" .off ��r�- o� t4 r SLA rr �cGe o� f�ac� ra erf 1-6 -CJrtract anp Sti ,JTOgca Pre -TO' 6,;.v Date: _ d PROPE Y OWNERS- Y� y �►fl�AGls-T � before me, State of ) On this the /� da of 19 SS. the undersigned Notary Public, personally appeared County of fiQ!Ye-_) 168e8mannuesas&eggs ke 4i6 I RICHARD I FEUERSTEM Personally known to me. X Proved to me on the basis "a> NOTARY PUBUC-CALIFORNIA of satisf4actory evidence. Butte County im I My Commission Expires Feb. 16,1993 sto be the person(s) whose name(s) kc, paloa�o�ta�a�e�■®a�a®®v®�onra®subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. ; otary Public ' END OF DOCUMENT K f • 24�J • ,N y l ' 3 .. f P.O. BOX 4724 CHICO, CA 95927 WAYNE A. COOK 330 W. 5TH STREET CHICO, CA 95928 ala( ...� lDej-�- �.'Q � 069- sg-`l3 -14.,?�-' 1�N/ rfodl)ced PHONE: (916) 895-3500 FAX: (916) 895-3515 CIO 414* A6 If op K12 W-. 60 k'-1 CANTILEVER RETAINING WALLS i BETTER BUILDERS CONSTRUCTIONr 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE 1-9-$ EDITION OF THE UBC SIGNED FDATE FRANK L. TYUKOS, RCE 32434 F L T ENI NEtRI NG 5790 CL�ARK"ROAD,_ PARADI'S'-E_;"CA 95969,.. (916)' 872-02-54' i S T R U C T U R A L 4 ' C A L C U L A T I O N S F 0 R CANTILEVER RETAINING WALLS i BETTER BUILDERS CONSTRUCTIONr 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE 1-9-$ EDITION OF THE UBC SIGNED FDATE FRANK L. TYUKOS, RCE 32434 F L T ENI NEtRI NG 5790 CL�ARK"ROAD,_ PARADI'S'-E_;"CA 95969,.. (916)' 872-02-54' i m SUBJECT: CONC. CANTILEVER REATINING WALLS BY:, FLT DATE: 9/89 JOB NO. ` 580 PROJECT: BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE, OROV I LLE, CA 95966 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 13 09191-011010 STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE _ISR UBi:: SUPERIMPOSED LOADS: MIN.' DL = .010 x (8+4) _ .12 k:/1 MAX. LL = , 0l S x 26 + .010 x (26-4) + .050 x 12 = 1.24 k: / 1 LOADING PER ABOVE IS CRITICAL FOR BOTH -- BEARING (INCLUDES DL+LL. ) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX.:LL — ROOF LL + ADD'L ROOF DL + FLOOR DL+LL CALCIS PROVIDED FOR! 6" THICK: A. 7 -6" -HIGH — SHEETS 2 & 3 B. 5'-0" HIGH — SHEETS 4 & 5 C. 6'—G" HIGH D. 6' H I uH — SHEETS — SHEETS 6 8 & & 7 9 HIGH — SHEETS 10 & 11 CONSTRUCTION DETAILS — SHEETS 12 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c _ 2000 FSI C 28 DAYS, REINFORCING — ASTM A610, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 100 PSF, ALLOWAESLE. LATERAL BRG. PRESSURE — 200 PSF PROJECT : BETTER BUILDERS CONST. JOB NO. : 9583 DATE : 9/1989 8'3 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL --------------------------------- WALL VES I GN : ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E) 872-0254 SHEET Z OF i.; GRADE SLOPE RATIO: LEVEL SOIL -EQUIVALENT FLUID PRESSURE (PSF) : 3o SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (FSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF.THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^ ) 'd'(IN) SIZE & SFA (IN) - ---- 0.025 3.75 #4 Ci7. 7 MIN. VERTICAL REINF. - .15 % (IN":) : MIN. HORIZONTAL REINF. - .25 % ( IN"42) : DESIGN REINF. - VERTICAL: #4 @ 24 HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: .12 1. 24 3.5 E 6 1.46 0.14 0.14 0. 108 0. 180 0.1Q < 1.0 PROJECT BETTER. BUILDERS CONST. JOB NO. : 9583 DATE 9/1989 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF C,ONC:ERTE (PCF): OVERTURNING RATIO -.MIN: — MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF) : FRICTION COEFFICIENT — Fc: FLT ENGINEERING 5790 CLARK WOAD PARADISE, CA (91 E) 872-0254 SHEET :a' OF /,37, 100 150 1.5 2.5 1500 20o 0.35 DESIGN FOOTING DEPTH (INCHES): 1(:) DESIGN FOOTING WIDTH - HEEL (INCHES): E - FOOTING KEY - DEPTH & TOE (INCHES): WIDTH (INCHES): 1:2 0 DESIGN TOL_ RE I NF .: - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INi=HES): 24 OVERTURNING FORCE'- Fo (KIP) : OVERTURN I Nim, MOMENT - Mo (FT -KIP): 0.22 0.28 TOTAL RESISTING WEIGHT - W (KIP): 0.78 RESISTING MOMENT - Mr (FT -KIP): O.y� OVERTURNING RATIO - SF 2.52 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - r- (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT�2): SECTION MODULUS - S (FT^2) : SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF),: SLIDING RESISTANCE - Fr (KIP): FOOTING; - TOE: EARTH PRESSURE C TOE - Fv (KIP): MAX. MOMENT C TOE - Mt (FT -KIP): ARA REINF . ( IN -2) ' d' ( IN) SIZE & SPA (: IN ) U- 034 _-•--•-------..---------- 6.75 #F4 Cd 7 0. '7 DESIGN TOL_ RE I NF .: #4 @ 241 1. 0.71 0.019 0.07 2. 00 0.67 501.53 < 150(-) 0.34 > 0.22 0.63 0.34 PROJECT BETTER BUILDERS CONST. JOB NO. : 9583 DATE 9/1989 CALFS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: • ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 672-0254 SHEET I" OF /3 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 3o SURCHARGE (FEET): i YIELD STRENGTH REINF. (KSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD - DEAD LOAD (KIP): LIVE LOAD (KIP): : OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — TOT' (INCHES) : — BOTTOM (INCHES): COEFFICIENT — a TOTAL EARTH PRESSURE — Fw (KIP): MOMENT - Mw (FT—KIP): AREA REINF. (IN"2) ---------------------- 'd'(IN) SIZE & SPA (IN) 0.083 7------------------------- .3.75 #4 @ 28.9 MIN. VERTICAL REINF. .15 % (IN^ ): MIN. HORIZONTAL REINF. — .25 % (IN -2): DESIGN REINF. — VERTICAL: #4 @ 24 — HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: I .1 1.24 a 4.5 6 6 1.46 0.30 0.46 0. 108 0.18o ci.. 5 < 1.0 PROJECT : BETTER BUILDERS CONST. JOB NO. : 9583 DATE : 9/1889 CALCYS BY : FLT p FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): loo DENSITY OF CONCERTS (PCF): 150 OVERTURNING RATIO - MIN: 1.5 MAX: 2. ALLOW. SOIL BEARING PRESSURE (PSF) : 150o ALLOW. LATERAL BEARING PRESSURE (PSF) : 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH - HEEL c: I NCHE:S) : E - TOE c; I Ni HES) : 18 DESIGN TOE REINF.: FOOTING KEY - DEPTH & WIDTH (INCHES) : 10 - BACK TO BACK OF WALL (INCHES): E-, TOTAL WIDTH OF FOOTING (INCHES): 3o OVERTURNING FORCE - Fo (KIP) : 0.43 OVERTURNING MOMENT - Mo (FT -KIP): 0.7E TOTAL RESISTING WEIGHT - W (KIP) : 1.14 RESISTING MOMENT - Mr (FT-KIF'): 1.93 OVERTURNING RATIO - SF 2.54 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me ( FTA I F') : FOOTING AREA - Af (FT•"2) : SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt - SPh (PSF): SOIL PRESSURES - ADDED LI_ - SPt r (PSF) : - SPh l (PSF) : SLIDING RESISTANCE - Fr (FIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN"2) r d' (IN) SIZE & SPA (IN) 0.068 6.75 44 @ - --- 35. - DESIGN TOE REINF.: #4 @ 24 1.17 0.2 0.25 2.50 1.04 695.91 X13.4'2 596.71 1304.62 FLT ENGINEERING 5791 i CLARK. ROAD PARADISE, CA (91 E) 872-0254 SHEET �-- OF �3 1500 • U 1500 C) 0.68 .'.> 0.43 0.83 0. E'7 PROJECT : BETTER BUILDERS CON ST „ JOEL N0. : 9583 DATE 9/198,9 r CALCIS By FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL --------------------------- WALL DESIGN: ALL'CALC•ULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 3o SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 200o GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALT_ - TOP (INCHES) : — BOTTOM (INCHES): COEFFICIENT— a : TOTAL EARTH PRESSURE — Fw (KIP): All, MOMENT — Mw (FT—KIP): r AREA REINF. CIN''•;: Y 'd' (IN) SIZE & SPA (IN) MIN. VERTICAL REINF. - .15 % (IN"•2) : MIN. HORIZONTAL REINF.'— .25 % (IN"2) : DESIGN REINF. — VERTICAL: ##, @ 121 — HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL — H': (FEET) : HEIGHT FROM TOP of THE SOIL — Hr (FEET): THICKNESS OF WALL — BOTTOM2 (INCHES): TOTAL EARTH PRESSURE — Fw2 (KIP) : MOMENT @ Hw2 — Mw2 V FT—KIP) : A1 -:I -A REINF. (IN"A ' c)' (IN) SIZE & SPA (IN) cj. i iSS 3.75 44 @- 28.9 -- DESIGN REINF. — VERTICAL: #4 (a 2,4 FLT ENG I NEEI=! Ni --a 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET , �_', OF /3 .12 1.24 6. J �. 6 6 1.46 0.54 1.08 0.108 0.180 0. 55 •. 1 . c:) 0, 3(:) 0.46 FLT ENGINEERING PROJECT : BETTER BUILDERS CONST. 5790 i::l_ARk:: ROAD JOB NO. : 9563 `' PARADISE, CA DATE 9/1989 (916) 872-0254 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL ' ( PCF) : 1(70 DENSITY OF CONCERTE (: F'CF) : 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF) : 1500 ALLOW. LATERAL BEARING PRESSURE ( PSF) : 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (: INCHES) : 1 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES); 28 FOOTING KEY - DEPTH & WIDTH (INCHES) : 14 - BACK TO BACK OF WALT_ (INCHES) : 8 TOTAL WIDTH OF FOOTINig (INCHES : 42 OVERTURNING FORCE = Fo (KIP): 0.74 OVERTURNING MOMENT - Mo (FT -K I F') : 1.72-1. TOTAL RESISTING WEIGHT - W (KIP): 1.74 RESISTING MOMENT - Mr (FT -KIP): 4.2,-'l OVERTURNING RATIO - SF 2.46 NET MOMENT - Mn (: FT -F': I F') ECCENTRICITY - e (FEET): 0.31 ECCENTRIC MOMENT - Me (FT -KIP): 0.54 FOOTING AREA - A f (FT^2) : 3.50 SECTION MODULUS - S (F T"3) : 2.04 SHEET 7 OF 13. SOIL PRESSURES - DL ONLY - SPt ( PSF) : 760.68 < 150(:) -SPh (PSF) : 231. 7� i . i � SOIL. PRESSURES - ADDED L L - SPt' (: PSF31. ) : 608. 84 < 1500 - SPh' ( PSF) : 1092. 11 > Q SLIDING RESISTANCE - Fr (KIP) : 1.08 > 0.74 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP) : 1.36 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.75 AREA REINF. (IN" ) 'd'(IN) SIZE & SPA (IN) --------------------------------- 0.1:37 8.75 #4 @17.6 DESIGN TOE REINF.: ____ #4 @ 12 PROJECT : BETTER BUILDERS CONST. JOB NO. : 9583 DATE : 9/1989 ` CALCIS BY : FLT ^ SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL`DESI6N: '' ____________ . . ��. .I ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): . 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): , AREA.REINF. (IO2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------------- 0 130 5 69 . ` . #5 @ 23.7 MIN. VERTICAL REINF. -*.15 % (IN^2): MINw HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. ~ HORIZONTAL: COMBINED STRESSES @ WALL: | m FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET f OF 43. .12 1.24 \. 6.5 6 8 --� 1.46 0.54 1.08 0.144 0.240 0.25 < 1.0 PROJECT ': BETTER BUILDERS CONST. JOB NO. : 9583 DATE : 9/1969 CALCIS BY : FLT FOOTING DESIGN: __---___-_--___- ' DENSJTY OFSOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: . ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 'y 'OF /T 100 150 1.5 2.5 1500 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 � ' - TOE (INCHES): 28 FOOTING KEY - DEPTH & WIDTH (INCHES): 14 - BACK TO BACK OF WALL (INCHES): 6 |u|*L WIDTH OF FOOTING (INCHES): 42 ' OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF . . NET MOMENT - Mn (FT -KIP): ECCENTRICITY'- e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODUAS - S UFT^30 SOIL PRESSURES 7 pL - ONLY - SPt (PSF): - SPh (PSF): SOIL -PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): ' FOOTING - TOE: 'EARTH PRESSURE @ TOE - Fv (KIP): ' MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) _-_____-______________________________-________- 'd'(IN) SIZE & SPA (IN) 0.135 8.69 #5 @ 27.6 DESIGN TOE R | 0^74 1.72 1.80 4.44 2.59 2.73 0.24 0.42 3.50 2.04 721.26 < 1500 306.84 > 0 518.81 < 1500 1217.86 > 0 1.10 > 0.74 1.36 1.71 PROJECT : BETTER BUILDERS CONST. JOB NO. 9583 DATE 9/1969 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER FETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. o GRADE SLOPE RATIO: ' LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 200 GRAVITY LOAD — DEAD LOAD (KIP): .1: — LIVE LOAD (KIP): 1.24 OVERALL HEIGHT OF THE WALL — H (FEET): 8 OVERALL HEIGHT OF THE SOIL — Hr (FEET): 7.5 THICKNESS OF WALL — TOP (INCHES) : 8 — BOTTOM (INi=HES): 8 COEFFICIENT — a : 1.4E TOTAL EARTH PRESSURE — F w (KIP) : 0.84 MOMENT T Mw (FT—KIP): 2.11 AREA REINF. (IN''':_) ' d' (IN) SIZE & SPA (IN) — 0.253 5.69 a#5 @ 14.7 MIN. VERTICAL REINF. — .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. — .25 Y. (IN -2): 0.240 DESIGN REINF. — VERTICAL: #50 @ 12 — HORIZONTAL: #5 @ 15 FLT ENGINEERING 5790 CLARK ROAD FARADISE, CA (916) 072-0254 SHEET /i;? OF COMBINED STRESSES @ WALL: 0.46 < 1.0 HEIGHT FROM TOP OF THE WALL — H2 (FEEM 6.5 HEIGHT FROM TOP OF THE SOIL — Hr2 (FEET): 6 THICKNESS OF WALL — BOTTOM2 (INCHES) : 8.00 0 TOTAL EARTH PRESSURE — Fw2 (KIP): 0.54 MOMENT @ Hw2 — Mw2 (FT—KIP) : 1.08 AREA REINF. (IN"2) ------------------------------------------------ 'd'(IN) SIZE & SPA (IN) 0.1.00 5.69 #5 @ 28.7 DESIGN REINF. — VERTIC=AL.: #'—_@ 24! s PROJECT : BETTER ECUILDERS CONST. JOB NO. : 9583 DATE : 9/1989 CALCIS BY : FLT FOOTING DESIGN; --------------- DENSITY OF SOIL (PCF): DENSITY OF C:ONCERTE (PCF): OVERTURNING RATIO - MIN: -MAX: ALLOW. SOIL ,SEAR I Nu PRESSURE (PSF) : ALLOW. LATERAL BEARING PRESSURE (PSF) : FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 15i 0 0o 0.35 DESIGN FOOTING DEPTH (INCHES) : 12 DESIGN FOOTING WIDTH - HEEL (INCHES) : 12 - TOE (INCHES); : 34 FOOTING KEY - DEPTH & WIDTH (INCHES) : is - - BACK TO BACK OF WALL (INCHES): 1' : TOTAL WIDTH OF FOOTING (INCHES): 54 OVERTURNING FORCE - Fo (KIP) : 1.08 OVERTURNING MOMENT - Mo (FT -KIP): 3.07 TOTAL RESISTING WEIGHT - W (KIP) : 2.68 RESISTING MOMENT - Mr (FT -KIP): 8.36 OVERTURNING RATIO - SF 2.72 NET MOMENT - Mn (FT -KIP); 5.29 ECCENTRICITY - e (FEET): 0.28 ECCENTRIC MOMENT - Me (FT -KIP'): 0.75 FOOTING AREA - A f (FT' 2) : 4.50 SECTION MODULUS - S (FT13) : 3.38 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET A OF 49. SOIL PRESSURES - DL ONLY - SPt (F'SF): 817.16 < 1500 - SPh (PSP): 375.06 > 0 SOIL PRESSURES - ADDED LL - SFT (Psm : 755.93 < 1500 SPh' (PSF): 987.41 > 0 SLIDING RESISTANCE - Fr (KIP): 1.56 > 1.08 FOOTING - TOE: EARTH PRESSURE C TOE - Fv (KIP) : 1.92 MAX. MOMENT @ TOE - Mt (FT -KIP) : 2.91 AREA REINF. ( IN'•• ) ' d' (IN) SIZE & SPA ( IN ) ------------- . 0.228 3.69 k#5 @..__ 16.3 .._.._._ DESIGN TOE REINF.: #5 @ 12 � STRUCTURAL CALCULATIONS FOR. TYPICAL RESIDENTIAL FOUNDATIONS BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 ' CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC ,r SIGNED DATE _______________9-;E _____-_ FRANK L. TYUKOS, 32434 � F L T ENGINEERING' 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 9 . . FLT ENGINEERING SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS 5790 CLARK ROAD ' ^ PARADISE, CA BY: FLT DATE: 8/90 JOB NO.: 0721 PROJECT: BETTER BUILDERS CONSTRUCTION SHEET 1 OF 16 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 ' STUD WALL, FLOOR &ROOF ARE SUPPORTED BY CONC. RETAINING—BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED ,@ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY A CONTINUOUS FOOTING. ` CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL = .010 w(3+8) = .11 k/l MAX. LL = .016 x 17 .010'x (17-3) + .010 x 17 + .005 x 8 + .050 x 6 = .92k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL.— ROOF LL + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL + ADD'L WALL DL + FLOOR DL+LL SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL — 2.0/6^2 = .056 KSF -- 1' SURCH. CALCIS PROVIDED FOR: 6" THICK: 8" THICK: MATERIALS: A. 41-0" HIGH — SHEETS 2 & 3 B. 0-0" HIGH — SHEETS 4 & 5 C. 81-0" HIGH — SHEETS 6 & 7 O. 81-0" HIGH — SHEETS 8 & 9 E. 10'-0" HIGH — SHEETS 10 & 11 F. 121-0" HIGH — SHEETS 12 & 13 CONST. DETAILS — SHEETS 14, 15 & 16 CONCRETE — ULTIMATE COMPRESS' STRENGTH — f'c 0 2000 PSi @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, WELDED WIRE MESH — ASTM A185, 6x6 — W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ . WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET):. 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD!- DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.92 OVERALL HEIGHT OF THE WALL - Hw (FEET): 4 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4.67 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): � 0.33 REACTION @ TOP OF WALL - Rt (KIP): 0.13 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.20 HEIGHT OF 10' SHEAR - Ho (FEET): 2.24 MOMENT - Mw (FT -KIP): 0A6 AREA REINF.. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------- ___ __________________________ 0.029 ' ' 3'75' #4 @ 81.4 MIN. VERTICAL REINF. - '15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 ' ' DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 131 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2 OF COMBINED STRESSES @ WALL ' 0.10 < 1.0 too PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 ^ ' CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): ' -'DEPTH (INCHES): 100 150 1500 200 0.35 1500 12.17 8.00 DESIGN FOOTING.- WIDTH (INCHES): 12.00 - ucr/n `I.~CH=S,. 6.00 ^� TOTAL GRAVITY LOAD - Pv (KIP): 1.52 INCREASE OF ALLOW. SOIL PRESSURE (%): 0'0 ACTUAL SOIL PRESSURE - Q (PSF) : 1522 < 1500 SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: -------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): ' SLAB WIDTH REQUIRED (FEET):' DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 0.31 > 0.20 4 8.65 4 4 7'27 0.029 24 8.78 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 3 OF //, FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 0721 PARADISE, CA DATE : 8/1990 (916) 872-0254 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO:' LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.92 OVERALL HEIGHT OF THE WALL - Hw (FEET): 6 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.67 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a :~� . 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 0.67 REACTION @ TOP OF WALL - Rt (KIP): 0.25 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.42 HEIGHT OF 10' SHEAR n Ho (FEET): 3.39 MOMENT - Mw (FT -KIP): 0.50 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0. 092 _______________________________________________0.092 3.75 #4 @ 26.2 SHEET 11 OF A4 -e MIN. VERTICAL REINF.'- .15 % (IN -2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: - HO � COMBINED STRESSES @ WALL 0.26 < 1.0 uA- ` FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 0721 PARADISE, CA DATE : 8/1990 (916) 872-0254 CALCIS BY : FLT SHEET 1. OF FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OFCONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc:0.35 BEARING PRESSURE REDUCTION(PSF): ' 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 PRELIM. FOOTING - WIDTH (INCHES): 13.77 -' - DEPTH (INCHES): 6.22 ' . DESIGN FOOTING - WIDTH - DEPTH (INCHES): 14.Oo TOTAL GRAVITY LOAD - Pv (KIP): 1.95 � INCREASE OF ALLOW. SOIL PRESSURE (%): 3.3 ACTUAL SOIL PRESSURE - Q (PSF): 1559 < 1550 SLIDING RESISTANCE - Fr (KIP): 0.63 > 0.42 SLAB REINFORCEMENT: ------------------- REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 6.21 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 14.13 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 17.05| ���� PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALC'S BY : FLT ' SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ________________________________________________ 0.208 3.75 #4 @ 11.5 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF..- .25 % (IN^2): DESIGN REINF. - VERT - HORIZONTAL: U COMBINED'STRESSES @ WALL « FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 6- OF 16 0.11 0.92 8 C 8.67 6 1.46 1.13 0.41 0.72 4.54 1.14 0.108 0.180 0.57 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 ` DATE : 8/1990 CALCIS BY : FLT FOOTING DESIGN; ` DENSITY OF SOIL (PCF): DENSITY OF CONCERTE'(PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE -REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): 100 150 1500 200 0.35 1500 PRELIM. FOOTING — WIDTH (INCHES): 15.37 — DEPTH (INCHES): 15.66 DESIGN FOOTING — WATH (INCHES): 18.00 23.28 , — DEP 0.029 20.00 24 LENGTH OF DOWELS \INCHES): TOTAL GRAVITY LOAD - Pv (KIP): ) � 2.44 INCREASE OF ALLOW. SOIL PRESSURE (%): 13.3 ACTUAL SOIL PRESSURE— Q (PSF): 1626 < 1700 . SLIDING RESISTANCE — Fr (KIP):. 1.09 > 0.72 SLAB REINFORCEMENT: REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 4.84 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 23.28 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS \INCHES): 28.09 ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET ^ OF /9 PROJECT : BETTED: E UI LDERS CONSTRUCTION JOE; NO. : 0721 DATE : 8/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL_ ----------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF /6 GRADE SLOPE RATIO: LEVEL_ SOIL EOUiVALENT FLUID PRESSURE (PSN: 30 SURCHARGE (FEET): . 2i ii 0# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI) : 4� � ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a TOTAL EARTH PRESSURE - Fhr (KIP) : REACTION @ TOP OF WALL - Rt (KIP): REACTION C BOTTOM OF WALL - Rb (KIP): HEIGHT OF � i � 9 SHEAF:: - H• � (FEET): MOMENT - Mw !FT -KIP): AREA REINF. (IN�2) 9d9 (IN) SIZE & SPA (IN) ------------------------------------------------ 0.157 5.69 #5 @ 27.1 MIN. VERTICAL REINF. - .15 % IN�' ) : MIN. HORIZONTAL REINF. - .25 ! (IN"2): DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 C 16 COMBINED STRESSES @ WALL 0.11 0.92 8 8.67 8 1.46 1.13 0.41 0.7 4.54 1.14 0.144 0. 240 0. 26 < 1.0 w PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING' PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 16.97 12.97 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 DESIGN FOOTING — W — DEPTH CINCHES): 20.00 | TOTAL GRAVITY LOAD -"Pv (KIP): 2.57� INCREASE OF ALLOW. SOIL PRESSURE (%): 13.3 ACTUAL SOIL PRESSURE Z Q (PSF): 1711 < 1700 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ___________________ REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN \FEET): SLAB THICKNESS (INCHES): SLAB WID'H REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REI.NF. (KSI): LENGTH OF DOWELS (INCHES): 1.13 > 0.72 4 6.11 4 4 23.28 0.029 24 28.09 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL WALL DESIGN: ------------ ALL CALCULATIONS ___________ ALLCALCULATIQNS ARE IN UNITS/LN. FT-. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /0 OF 16 GRADE SLOPE RATIO: ' LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY L04D - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.92 OVERALL HEIGHT OF THE WALL - Hw (FEET): 10 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 10.67 THICKNESS OF WALL - T (INCHES): 8 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 1.71 REACTION @ TOP OF WALL - Rt (KIP): 0.61 REACTION @ BOTTOM OF WALL - Rb (KIP): 1.10 HEIGHT OF '0' SHEAR - Ho (FEET): 5.69 MOMENT - Mw (FT -KIP): 2.17 AREA REINF. (IN^2) 'dl(IN) SIZE & -------------------------------------------------------- SPA (IN) 0.260 5.69 #5 @ 14.3 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL'REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VER - HORIZONTAL: COMBINED STRESSES @ WALL / 0.47 < 1.0 5 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT FOOTING DESIGN: - --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE'(PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 0.35 0 1500 18.97 21.47 DESIGN FOOTING — WIDTH — DEPT TOTAL GRAVITY LOAD — Pv (KIP): 3.34' INCREASE OF ALLOW. SOIL PRESSURE (%): 20.0 ACTUAL SOIL PRESSURE — Q (PSF): 1671 < 1800 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: ___________________ REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 1.65 > 1.10 4 5.00 4 4 34.71 0.029 24 41.89 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0721 . DATE : 8/1990 CALCIS BY : FLT ' � SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ' ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: ' SOD- EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OFTHE WALL - HO (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL -T (INCHESA COEFFICIENT - a : FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET A? OF /19 LEVEL 30 1 40 2000 0.11 0.92 12 12.67 8 1.46 TOTAL EARTH PRESSURE - Fhr (KIP): 2.41 REACTION @ TOP OF WALL - Rt (KIP): 0.85 REACTION @ BOTTOM OF WALL - Rb (KIP): 1.56 HEIGHT OF 10' SHEAR - Ho (FEET): 6.85 MOMENT - Mw (FT -KIP): 3.68 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------- 5.69 #5 @ 8.399999 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .?5% (IN -2)- 0.240 DESIGN REINF. - VERTICAL: #5 @ 8 | - HORIZONTAL: #5 @ 16. COMBINED STRESSES @ WALL` 0'78 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION .JOB NO. : 0721 DATE : 8/1990 CALCIS BY : FLT FOOTING DESIGN: ' ---------------- DENSITY OF.SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): 100 150 1500 200 0.35 150(_"., FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET A? OF IC PRELIM.. FOOTING --WIDTH (INCHES): 20.97 - DEPTH (INCHES): 42.08 DESIGN FOOTING - WIDTH - DEPTH | TOTAL GRAVITY LOAD - Pv (KIP): 3.82i INCREASE OF ALLOW- SOIL PRESSURE (%): 30.0 ACTUAL SOIL PRESSURE - Q (PSF): 1912 < 1950 SLIDING RESISTANCE - Fr (KIP): SLAB:REINFORCE'ENT: ___________________ REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 2.27 > 1.56 ._ P.Af. 5 5.21 4 4 48'43 0.029 24 58.45 V In OATS. �1.9D SUSJE=T .T..y A/ ,.!L.. ReS/OEi 1T71,4 4- SHesT ND. /% OF /6 .. �,-_ co�vc, or�,uo�trio�vs Boa NO. 072/ BETTER �U/Gl��.�S COM77.. O�DY/GLF, Com• 1� v Y�t�/ES - SFE PG.4�/S Ox1M. %TG. D6:PTl/ - �� a tq oz • E2 C7 F CW Mr M O OHR 5790 CLARK RD., PARADISE, CA. 68254 gY SGT vale .:8/90 suB��c-r..TYP/CSL ��SJDFi�'T/fit_ sHEer NO. of /6 coAla. �D(JiC/.D.4T/DNS boa r+o. 072/ SE7TE�2 ,SU/L DESS G'D�/ST. 020 ✓/�-L E CA , a ari YARI(: S - SEE Ife-m/S SES' v �` a � ii v fTG. 80YE �V ,h v a st LD lif OV Ll IL 4d �O J TYo ZT b I 1 c�ku 0 1I I ~ v h kQ� F SSl0'V toi � •. a (� � ' c� 4E 0 -5790 CLARK RD., PARADISE, CA. 95 916)2 54 Rill ls) 696 6 W '3SIaVUVd ''aa Nam 06L9' MOMOaaOM� 'OzPcY/ 0 S/ SVV7S w/O '0/YOJy'o �7/1/Y17 77YW . 'J/YO0 x/0 9/Y/D0HS-_PMAO" D 201Y op 7*,No11C10 :Z""f llo.Z Ae Ol /1/Yo0 �1tl3 �0 1 _i 1210/Y pgS • ' G�10 fi'dl�s/00 5,0 09 + 9 Yo ;ww%k'O//0/- 9X9 211Y/` W1may 77*lhf H.Z(71N W7S 771I�/ a'.7i/6/// �/ - 7 r✓O/1d0 9a'�,17 8 a'o '111A O - os / 1 SHS 7 74 7d m- a f,, � 1 \0/SS33��� • �'S '_-2 77/,l0a'O '/�r 1S/y00 Sa�3Q 7//77 ON aor t.-...-SN0�1 ti'ONrIO� :�NOJ %zL0 :.....�_�a - As •03+1:� ON 133Hs 71�I1N��IS�c3� 7�'.7/o%i1 103rs�s p� - 8...3, �� 17�, �• la N 0 k 1210/Y pgS • ' G�10 fi'dl�s/00 5,0 09 + 9 Yo ;ww%k'O//0/- 9X9 211Y/` W1may 77*lhf H.Z(71N W7S 771I�/ a'.7i/6/// �/ - 7 r✓O/1d0 9a'�,17 8 a'o '111A O - os / 1 SHS 7 74 7d m- a f,, � 1 \0/SS33��� • �'S '_-2 77/,l0a'O '/�r 1S/y00 Sa�3Q 7//77 ON aor t.-...-SN0�1 ti'ONrIO� :�NOJ %zL0 :.....�_�a - As •03+1:� ON 133Hs 71�I1N��IS�c3� 7�'.7/o%i1 103rs�s p� - 8...3, �� 17�, �• la 1. Ceiling Insulation U -value 0.50 -176 Number of stories -54 R -value One Two Three R-0 -103 -49 -32 R-19 -8 -4 -2 R-30 -2 -1 .1 R-38 0 0 0 U -value 0.50 -176 -84 -54 0.30 -102 -49 -32 0.10 -26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation -4 Number of stories Number of stories Single- Single - Two Three Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 0.50 -120 -58 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Floor Controlled Ventilation Crawlspace -4 Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 4. Slab Edge Insulation 4 40 0.60 -144 -70 -46 0.50 -120 -58 -38 0.40 -95 -46 .30 0.30 '_69 -34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 • -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -4 -3 Number of stories 0.80 R -value One Two Three R-0 -11 -7 -5 R-5 -4 4 3 R-11 -2 -2 -2 R-19 1 -2 .2 4. Slab Edge Insulation 4 40 -90 Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 -3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltiration (Air Leakage) Spedfication .Points Standard 0 . 6. Glass Heat Loss Total Single- Slab Floor Effective Percent Class Mass U -value East Percent West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 .10 4 40 -90 -37 -26 -14 -3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 -34 -7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 -3 9 11 14 17 . 19 9 -1 .10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) Effective Percent Class (percent 8tasa x SC) Effective Single- Slab Floor Effective Percent Class Mass %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -23 3 0 -4 al. Shading (Shade Closed) Single- Slab Floor Effective Percent Class Mass Family (Percent Stan x SC) Multi Effective Stories Attached /CFA One Two %Glass Norf1 tact South West Skylight 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 .74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21 -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 - 1 -4 0 2 3. 4 3 0 ria - not allowed 3 7 8 10 9. Interior Thermal Mass Interior Single- Slab Floor Raised Floor Mass Family Stories Multi Mass Stories Attached /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 2.5 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single - Sum of 1-6 Wall Family Family Multi Mass Detached Attached Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11 1.80 10 12 12 2.00 10 11 13 11. Heating System SE or HSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 I 12. Cooling Syst,!m 6. Glass Heat Loss Sum of 1-6 Unit Size (sQ -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 2 2 Effective SE or HSPF 7 6 5 (SE or HSPF x duct efficiency) 11.0 10 Effective -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 13.0 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 .22 .18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 I 12. Cooling Syst,!m Zonal Control Adjustment 10 8 7 6 4 3 3 No Cooling System Installed - Stories One -5 , -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Interior MasslCFA Type 2 MJ SS w (t.2•v7OC�I 21 le..yet.a •Ibl t TYPE 1 MASS (UIMC s 4.2, ie: exposed slab) 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 6511. 70% 75% 80% 85% 90% 95% 100% 105% 110y. 115% 120-t.125- W. 209:125•W. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 52 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 4011. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 57 59 W. 0.9 1.1 1.3 1.5 1.7 1.9 2.1 2.3 2.5 2.7 3 3.2 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.'l 4.3 4.5 4.7 4.9 5.1 53 5.6 5.8 6 62 60% 11.2 1.4 1.1 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 5.4 5.6 5.9 61 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 36 3.8 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.61.8 2 2.2 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 2.1 2.3 2.5 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80% 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.8 6 62 64 66 65% 1.4 1.7 1.9 2.1 2.3 2.5 2.7' 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 56 59 6.1 63 65 67 90% 1.5 1.7 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 59 6.2 6.4 66 lie 95% 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 5.6 5.6 6 6.2 6.4 6.7 69 100% 1.1 1.9 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 6.6 68 7 1to9. 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.83 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 72 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.S 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 2.1 2.3 2.5 2.8 3 3.2 3.1 3.8 3.8 4 1.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD M 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration Single -Family Detached and Attached 6. Glass Heat Loss Unit Size (sQ SEER Water Heater Credit 1'39 1200; 1700 (sssuimel ducts In attic) 7. Shading (Shade Open) Type Type Sim of 7-10 •, 10 1699 to 2199 to 2699 or more -25 or -24 to •14 to -410 +6 to 16 or SEER less -15 -5 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 -3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9 6 -2 -2 Effective SEER Solar POU 7 3 (SEER xdud ePfielency) 4 1 3 1 2 1 Son of 7-10 IE None -28 Effective -25 or -24 to -1410 -410 +6 b 16 or SEER less -15 -5 +5 +15 more 5.0 -30 1.25 -21 -17 -13 -9 6.0 -12 -11. -9 -7 -6 4 6.6 -5 -4 -4 -3 -2 -2 7.0 0 l 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 ' 14 12 9 7 5 10.0 22 t 19 16 13 10 7 11.0 26 . 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 3 No Cooling System Installed - Stories One -5 , -4 -4 -3 -2 -2 Two + 3 3 2 2 2 1 Interior MasslCFA Type 2 MJ SS w (t.2•v7OC�I 21 le..yet.a •Ibl t TYPE 1 MASS (UIMC s 4.2, ie: exposed slab) 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 55% 60% 6511. 70% 75% 80% 85% 90% 95% 100% 105% 110y. 115% 120-t.125- W. 209:125•W. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 2.1 23 2.5 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 53 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 5 52 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 52 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 4011. 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 57 59 W. 0.9 1.1 1.3 1.5 1.7 1.9 2.1 2.3 2.5 2.7 3 3.2 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.5 3.7 3.9 4.'l 4.3 4.5 4.7 4.9 5.1 53 5.6 5.8 6 62 60% 11.2 1.4 1.1 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 5.4 5.6 5.9 61 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 36 3.8 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.1 64 70% 1.2 1.4 1.61.8 2 2.2 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 52 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 2.1 2.3 2.5 2.7 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80% 1.4 1.6 1.8 2 2.2 2.4 26 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 54 56 5.8 6 62 64 66 65% 1.4 1.7 1.9 2.1 2.3 2.5 2.7' 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 56 59 6.1 63 65 67 90% 1.5 1.7 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 59 6.2 6.4 66 lie 95% 1.6 1.8 2 2.2 2.5 2.7 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 5.6 5.6 6 6.2 6.4 6.7 69 100% 1.1 1.9 2.1 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 6.6 68 7 1to9. 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.83 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 72 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.S 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 73 125% 2.1 2.3 2.5 2.8 3 3.2 3.1 3.8 3.8 4 1.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD M 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration Single -Family Detached and Attached 6. Glass Heat Loss Unit Size (sQ Water Heater Credit 1'39 1200; 1700 2200 2700 7. Shading (Shade Open) Type Type or less •, 10 1699 to 2199 to 2699 or more SG None 0 0 0 0 0 a. North or HP Solar HWR 12 8 ' ' 8 5 6 4 5 3 4 3 b. East WSB 5 3 3 2 2 C. South POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 d. West Solar -1 -1 -1 0 0 e. Skylight HWR •18 -12 -9 -7 -6 WSB POU. -25 -18 -16 -12 -12 -9 -10 -7 -8 -6 8. Shading (Shade Closed) IG None -5 -3 -2 -2 -2 Solar POU 7 3 5 2 4 1 3 1 2 1 a. North IE None -28 -19 -14 -11 -9 b. East Solar POU 8 -10 5 -6 4 -5 3 .4 3 _3 C. South Multi -Family (individual units) d. West Water 11'q• 9 Unit Size (so 700 12M 17100 2200 e. Skylight Heater Credit or to to to or Type Type 1k1s6 1199 1699 2109 more . 9. Interior Thermal Mass SG None 0 0 0 •N•. 0 0 E or HP Solar HWR 14 9 7 5 5 r 3 Y'�4' .3, /2l+ 10. Exterior,Wall Mass WSB 9 4 3 2 12 t 2.; .1 POU , 9 5 3 2 2 11; Heatin System g y SE None 45 -23 -15 ,;11 i 1-9 , IR 8 , , Zonal Control?,(tY / N ) HW 23 12 +i 5 �" '. f ` WSB _ 9QU .25 _23 -13 _12_____6 -8 -6 -6 -5. --5 r T 12. Cooling System IG None -8 -4 .3 .2 1 12 Zonal Control? ( Y / N ) Solar:_.6 - 3 2 1 _ = E POU None 1-__, - 0- _.15 0 -10 0 _ �0 - 13. Water Heating. . ':Solar..; -30 18 -9 6 -8 -6 1 q q r POU •8 -4 -3 2 easures 3v or R -value l38] U -value [0.030] or R -value (I ] U -value [0.098] r9 or RR -value ( f 9) U -value (0.037] or R -value [01 F2 factor [0.77] Type [double] U -value [0.65] Point Scores J 0. 0 r t % Total Glass [ 16] Sum 1.6 % Glass SC Eff. % Glass 3 x = e2.3/ x = % Glass SC Eff. % Gj�ss -2.7 x . i, & = 1. 7d" %• x = 3 O x = aZ .19 x iL- x J,= O TYPE 1 MASS AREA - 2 Interior Nass/CFA COND. FLOOR AREA E TYPE 2 MASS AREA = EzteriorWall Mass COND. G FLOOR AREA X .O SE or H PF Duct Efficiency [0.78] Effective SE or [0.72/6.6] HSPF [0.5615.15] el -x- • �� SEER [9.5] - Duct Efficiency [0.74] Effective SEER [7.03] yJW[SG] ; Credit [none] 0 S - +L Point Total: 4 (P Certificate of Compliance: Residential Location Climate Zone 11 Project Title a- / W– 90 C�)���u �j`�� / Building Permit # �� Project Address —7 �'i��pQ - L _5YO M / '1 ?&/ Maximum Furnace Heating Output: Checked By/ Date Documentation Author Telephone Btuh Enforcement Agency Use Only HOT WATER SYSTEMS Tank Manufacturer/Model # Qvcram Tvr,.. o....t.. 1 ranacity (nr annmvPt( erntall Glass Area % Glass BUII.DING DATA North a • 7 do n ed Floor Area Number of Stories _� Easter —'7/ '7, / aCIdi is Fl Number of Units 4 South 3.0 [r Single Family Detached (SFD) [ ] Addition Alone West [ ] Single Family Attached (SFA) [) Existing Building Skylight 4 [ ] Multi -Family (MF) [ J Existing -Plus -Addition Total U BUILDING SHELL INSULATION Component Insulation Locatilon/Commenits Type R -Value (attic, to garage,i®el. etc.) Wall .............. p l q Roof ............. Roof ............. Floor ............. Floor ............. Slab Edge ..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (SO (single. double) (holler blind. etc.) (shadescreen, etc.) (yes/no) (meAlwood) North ( ) L _ North East East ( ) South SOULh West ( )_ West ( ) Skylight ....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (SO (inches) Location/Description (kitchen. bath, etc.) HVAC-SYST$MS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat um) (SE, SEER,HSPF) (attic, etc.) R -Value tuh ora roved ual) / LZ-I�.0 �� .a �'i��pQ - Maximum Furnace Heating Output: G . Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # Qvcram Tvr,.. o....t.. 1 ranacity (nr annmvPt( erntall SrfPcial Fmtii n O SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used Items marked with an asterisk (•) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. Wben this checklist is incorporated into the permit documents, the fumes noted shall be considered by all parties as binding minimum component performance spectfirations for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCR FTION Building Envelope Measures §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R-Valuc. ' §2.5352(c): Minimum wail insulation in (tamed walls R- I I weighted average (does not apply to exterior mass walls). §2.5352(k): Slab edge insilation - water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 penWvKh. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infil[ration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped: all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration bartierinstalkdtocomply with §2-5351 mauCEC quality standards. §2.5352(d): Installation of Fireplaces 1. Masonry and factory -built ftreplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control e. Flue damper and control 2. No continuous burning gas pilots albwed. HVAC and Plumbing System Measures 12-5352(8) and 2-5303: Space conditioning equipment siring: attach calculations. §2.5352(h) and 2-5315: Setback thermostat on all applicable heating systems. • §2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2.5314(c): Gas -fund space heating equipment has intermittent ignition devices. 62-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. §2.5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R- 16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Excep6on 1): Pipe insulation on steam and steam condensate return & recirculating piping. §2.5318(d): Swimming Pool Heating I. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. ` e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures §2-5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT DESIGNER i ENFORCEMENT This certificate of compliance lists the bua'lding features and perfonnar= specificatiorts nailed to comply with Title 24, Chapter 2-53 and Title 20, Chaptrr 2. Subchapter 4. Article 1 of the Califomia Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Name: rideffibm Address. Tekphonc L.ic. #. ' (signature) (date) Documentation Author Name: TidelFum: Address: Building Owner Name: Address: Telephone: (signature) (date) Enforcement Agency Name: _ Agency: Tcicphonc x'. , �. £ . 1*E •,•., . ,.G. , _' -. ^ 140', Sir C. to ♦ ° ; 3+�. ^�R ��„ + ,A c,�. o•�ti �! i, �at Do`_ ,0111W ul h n � ;; , •Fi ' r' ( ►3 �?;' 7210► ���. � � it's �� ;, .,�� � ;� jt, '`'3 A113H l _r •'•' •, • • Lt ; { � y t , �� �^S i14'• J, '} ') .,,.• � 7 (ice Z C' € lIS ' � L �7y � •' f •• ` tj ti t �, ° .,� A& Y t ;>, ,� a �. .♦ ii' •'''' a e � e Sp �3 `� 2� ��g �Ygn^�� t '41 �. n\�� ���'- �♦� � i� �i oL � ti �o t to' °� �, �':� ° y^: R t� &$ 1�' Rk ��� i - � �y7Q � y �� OL � Li ,1 o r� qa c •r; Ty •'•i�r2 1 � ti PO R 1 '' �\ ��F � T �� YY � 1 , KZ ate• « �� � \ i • ��� SkZ3 tI ��� ; � � �� LE � �� ,F ti �� �a �Y�• z�3 � �A t � of i � t < c� a �[ � <�+ �g �e � � �v ,• �� et �� tL•, � �� k �� c R :a' c�• q lop n. +� s �y g ti 'ti 'a z fig �R ` 111 "1S � �.`n/Gyofr. \� � n �qZ` :Y � 'x•`44 SL � � sur-:r•c_..• :.,rd o a ��,1} Ls �� '• rye• Hit sv...rw .•a.d.••h:a•. �•� F i IL, 41 ox a a I I t D rl ry 9;.2...._.:L-42 - e r .�t•+ayi: , �,;,�ys"__ .tea^ a L,.�w M,;_.. �. F� s r �i ° t �� i! ? .) �I � ill , ! `P�•o 4 Multi .f' 7Rill n �Qpl O I •n a o ti "� j J1 t � Q i f �: • , ! '��C. Opo 'WS!�'!I\ a*. N r r 1 w 6 �< � �•p+ E:p• G • ,moo '+$�, ' � li 1 _ _ i' 1 QL I - rl v t +i dp4 O p 1 t Ap V Imo' r s �j�° r t v v -'°`F a �' �. may•: ��`h^--- - �- 4 ♦t" i Vol _6 -P6}" A:. AOS OLbd� p !p - C N C c U l6 4. O\ Coot/�ia�^���� ung Faao,P,xdc� l PEFeC: Wray tawce ravel-t-Al -�QDY/cZE, C.OG/�O/1�i1: Hl/Al!ci'JW .1'C!/EOL/GE - P596� LYIP? •�C�/EOUcE % 'r 'vrd?,J/- */J/ �il►flll -. -� ==3 13 JI AWAIT, (Wer) EZFlldr, U/ O lti % 'r 'vrd?,J/- */J/ �il►flll -. -� ==3 13 JI AWAIT, (Wer) EZFlldr, U/ e i C , P r c I, I 4 �•PS� 1 n� .i 0 • '6 �- _ •tip l � � � • `b TF, I Iy{ N M 0^ P O gy 4 �00 .i V � h _� � n _- 1' tea+ • - - ' v A o ��SKr.rrtrr.,+xnr V14rr�' �_ - , � �,�fta�. ti,�e✓ s. • : � � � � LEFT ,r/�: f�•�1 E�a�./�._ l•. --, eek. .,rs�.�e.h4 - - rn emv -0, -��•-tw- r -l 5. rn emv -0, -��•-tw- r -l te" R N a 'V A-K-oc AWN IWS R -AL/ ti ZI N a 'V A-K-oc AWN IWS R -AL/ ti a• /Y S j Ii J rt• r L J • ,3�Yr 1 _ •• •i 1 i� y b c � t ♦ w � R .! � � � sf t t l a i ,. ol Vn "A S h 'i fi...wJs-•. «,*.="t•,-,--'.. 't !.�r 7..} ..CTS ^.,.,.-......---..tS.-^-_..�.4 «,c..'1H;..%•w9a:',...A�- - +' *•»4- �.,fw.••'--.r. _ .. .':'77�e- Al Ic b� ti Ic b� ti Ic b� ib T ti JI A4 doaar O^"k"G^OdftX Al Z V. ` �� sA.c`�.(1;..- ,1-.Jl^P•s>.s+.tA.w-f=.�R1...w�r�a�.•n..�{-.r+".,.....-...�y,.. �...r.'=ST`'^'.'S .�y .. . .. ... ._ ,. ... .'� ...-m-w- M ' On A 9A P-ML9 0=99mm-mm MLMM. C, ....... oc t-Loc L-ft 0." CMKCIED — P,a — .;.o I. PSI., 41— — 'm 0 .11 IALE1 MWXAf 12—C IX- W'M MSIspIID IM "C" Ll u. r YO iW1.�crO ,on 1. E•a, 91A ..... IV— =M= M ,u 5X4 43(4 4XA NM C7»!1 US V" 2 VJPPGRIO— We 06,/27/99 It, t�t top$ Som 54 NBC I.' R-20233 ut" VP In 4.1ft L 0 Ion S MI" U WOW OW. occuD ram so M t%VL LWA. WILL A.-3'G . IE MVAC. kLN p, IA two 14%. Somm LwmI N W.4Z4 C. - C'C' !IAM NOW" X Lot 14 =rot Is aa� dwo. .6is fW E RM-111= C, :Xmm 3X4 cm to N olls - — 331 OL IM4 I.SX4 .00 4"How. to I ko ue 314 40 X4 -0-G! *-f VAX ILI N.V. Btu"" Rl 0 Or OC "m Vft O.W ILM n-r aIL-M low 717 Sorm gem ?CU!lo 4m mevma a RAM cc m _..Won, comeLpm MOIL w a L a t agm upm. P" -a Is =4 40 P 411{ x.W SAr Oscar —A-u 26 11MA"CO .1 MI 1117[7 2t. ;,..%Mco .1 0." 640 69-71 R-CAM w6m." OC �09 L�l 6.60 Mob nas 33�03 i.0 %us a. 17.1111- I1 "a" CVT vn *.St.& I=t win wim" am I IV, "I"M Co" tMCW 10 Is 90 LIR LA66- IsJm ma "WOL, vIgg 10 Ift MATIND w 6 I• EIIit♦a. i I — -- Iss ftAm Mir malwhirs -IV% A OUTM OACM of 6 aw-am 1W ff 8 LMLRI a Vwu is "ram Is \Nr MUGNAL m OWW-- Im t, Savwx CONXIMID Is � = — -- "'a Val I= 0"'" in Foo GRIM UPOO Val Im MY —mme -8 QVA� Al"most Z. Su d"30 I.SX4 4 LM 3": 1>7 Li 01 I A!=wLw .......... --tolollcm, vw M 1, -gym _ - 1C t ac L- 0.20 .Ji• .n0 2L00 r. )r. n T L lI .ID I. .05 CMO 1 Y` •POI tl K N{OC L -R 0.20 6.15 6.09 15.63 2°,.35 3).01 31.51 [ ?ii i Iul�•IµLT 1 10ELqEry1•pT�i7{?�i17�EL017YLVtEYpD{ ►�1�i y g.1 IIn{urt 1 61.10n0 IK x{DC l -R 0.20 0.•) 11.79 11.71 A.ID 34.01 •1.71 N ` 01770{,EMII•a Q.C.B. 0[6EY1011�Wr '.1'c'• WITH 0.0 VOl10N 040 OEOtED iIIP /0 PeI LIVE LED. prp1[ pp11 [[1. IN © M± 1.117. 3". \.M -r IQ w BC71EA CONtI a•1ERY Oa.CIMC7 ,0 EOII P[IEN16,0l61�'CB•0. Gf.UaCOnEPOPl1�1200.9� OI RI co rlTOIINGLIE I CICxO 011'CNLU �i•DO. P51' LIVE IND. At �l� 1� �NE�Ofl YO µ�•,I, Ll° l v EEIIRC d1e1CONInnCp,On OYi 1i'C1U6•tUM •• LL P.LAV UE CEMCf10 IN JDIM LKC9� OIIN INIy( 1101C 1!° 11Cg1]�1 `Ula DALMIW �•^��.j•, 1� Y EE p>Wi. 130 t IM/11A••° 11A 11r.. K•lC LOC•,f0. AD CA �1iN. UJIMC�L o0 E�1,N"111•pE°4.I1YOOiSCW9114�j• ♦♦i ��� �aNiCM p11N ALL MVIIs I° 60.1° OEu1I N6. MIN ALL 611R'Onls 10 50.1U 0E•PINO.. OE 'K„ To V iA IOr IN1L i 6 E°C•1CO .T WNWIW7ClT CMrMC10P6 NMNIKt - 6U7,•N.0 LIe4°nl Or C C1101 C0111 wC, W. WR Wf (yIMIN 17'1 YO' TNl9 TIR159 15 OE6IOED 7° OC.P wDA1 91PPIR1 'LL lOr 040 �L,ICE6 °MFlP1NO �TNECN CMR+•C70P I W01IM2 14►p IN1I "as �0 1 ryEL G°LM 9L1Q. INTS110r.L LO.O6 la •3EC7r1C LaC•,IQS. �` '•1EL r01M8 lM`E TO °0 LOGtN[[° •, IPRWIN•,ELY � 1N14 71Nr>5 Is °ES10E° 7° m.P .Mr20P 6U:�ORt E '•y w 7 p a.7lJW1\ M.C�D EIM LlbOl\ cwf cno V•PIIW.MI CYq: 15 7�TiIQO 011110 tNS,KI•,ION ' p p pC0.1"Olw iu�i. G rtR�, lO . �N•iEl�✓OIIM•1 WI4. PI°0•NIIO•-•n cwR to V''CyI;IIC�lO1G�11��e1101 �'.®\ • IC•x A' 7• O.C. 10 EN9NE 11,,1 DUO TRW 10 [I[C1ED AOIC0.7. 1NIR5 10 E{ECtFD ONI >U O •1r-flr r1 OsiM cwLlNr• •ulm•I bll••rtrr4 br d4 MIIEC10n MATEL OEOIQED 101 WECN tWUll IFN NM f IWII 1 11°Cal'11uKltl 77 ONtIN V{IOiCR7 0W1EC1ED iMBCIM rt•lca IrslOoto FOR OEEN LUMEn PCP WS �Y G.C. ra. C•Oela0. Rlrs M•1N rlu. Orr,4p a rol t••r11.4 IIDL[ 0.10. t�51e L I7 •s•I lr at Mllwr sIrNSYI•unl P•lla tOw4 Orrelrr 1•aiA 0. M. } `/ • t1•t tr111� u •tu�•411nrL1 a •Ml. alrrl. !•c1M f ; �A11.0. ul•� . 7•I 1\4si,s�w 1. ml nPr�e pTfe W r[Mla• rflrl•f•^ M •w11N r •u.a.• a•at•rl t. • .•,a4w. 5x6 1` ii ..ivii si„w ii.�elL� nrmi Le:Le ..r ate.�•�:.,,. 6%5 .q°Clu: ,.°me"�0 �,• a L.7.. m+LA .uw,�r n4anl b , :'a,;:i x .nalir. w•,..ca•r. L i y 3X6 9X4 2.5X4 4X6 3x4 4.4 •� 3%61.5x4 3X6 �e.00 3x 4. Ill �6.m Nwlarlwi ^L IV 2X4 'ar. bn _ (•1 ,.. ••.m 2X4 •� �>' 2X0 2-5-92X4 3X4 GX8 Loup. ;.S 9x1 2.5X4 3x4 I y 3X4 4x4 SX6 3x4 1 2X4, 3X6 3X6 .� 5xe ` 2f•O-o f0-10.8 1/ / '3-1�1 21-0-0 7.0-0 , s -5.p Ib•l0_4 .••euu. w ),,.,.,R».• 3.30• ---' •••�• •• =�CeS - wlru •- a.m• - -0-0 D\Im . OIIP7VIIt6 T / 1. . .-� � oir ,s. 4 x• - o la o-7oM w >.mwlarr .. T.m• - o-lOn,, +• LmN-vOr +• l.m• 7 s• Ir M •low •ma . ef' o 0 0 0 .•w_NP01r•wT..�� �_.�+ _ENc - I r1�C 1 i ua27--O'.is ,. r1P -Ko NE tits- nafi IlNMWr . IxNM NIN IC. 1�1 t nict oN CdnuC,OP • F _ __ y`0 27 i r•IM'ailt/Jlt •. •.."N.i .. � ..� MNl1E: ��r _ � If PI kewqm,• ¢pf,(T.I. 8127-7 ;D.O'� •Plrn o " o e o e e T� IRD�Q -• 7 I•a u Bc a N c3' S.o Pir r > - o �•m (�jU� mE4Fi • e e w �_ _ Ol . 37 -10-6 �AL°I m _ - s �. s �- _ NMI, 's`6 -T 1 71.0 w N• LEM. - ���." K. 1•. ��fail. A'.CI14 2..0 ' OIN. Tf755 ®•011110 a _ raUr - _.._ -- ---... v o o HuN.. •tit !t • - 1NIt 0111. M(rulO /lON COIIr VTIa Ir10 Il0.Os • tlNUCIMtI fL'INI IIiD •Y IM.Z la, 1,11311 11 - 1 cNOfO an If{01011 •1 K ■•LOC 1•%. 8.21 S.17 -I1.08 14.12 ,19.71, ' '- x E 0.20 1 1' •� 4 L 1 Mp►T C0p0• [N1 u-u4n n •iHj Tal �K-LYCN tTONMtO tc %Act L•01 r.N 6.0{ 11.11 11.71 �(/(�/ � rl - N•t0C l•�R 0.:9 6.40 11.70 10.7. 70.19'71.01.74.7! � V tOtntt[4 Mngitft IK 1nT•un to OROOmut nn' OIw%9 Cf\ NEO •-n 11,a L% 3j li To "'NO, f 'bi°0 � 11.71 ItOft701soF M 1.1.1.0• ILL144tCf ISM? NIN• n1N Ogm Oct= rail to 16 tI\E tOWb- ® � • foTI011 tN011/ CNfCtID IOL 11 Itl 1111,11 LaO. ' SEi a va- MJSI r IN"+t•LLEO ILI �rr�lEM•r P w•l[rt E71_QO���i. rLytLOM, 011iC1 .�{: LLa OuFQ1117t tai tt'ttlRlnO m 0NI JOINT, LEI! ro Ofpl ••f �I ,CMM 0 C•C e'o IEtEYO1 fEPOP Nr L rr 7o OR Y0 (N �KCO 7 �'P^ ^� 1• ^O OD7 OOf 7Y� 8 In ttOiMNtOiwt°ib rol fuTi ioceiio°ti a tr�iul iolri n oN. rT0r0aLio irle •i •lwUiielmll\4iIi:IooN�rx r.orulr caNrcnr Y q.tEg 1rE to 5[ CCMCPIO a 1 [ �� �p �{ pNIO Lf j(� -6 0 l0itplL toCL (rEN LOC/,i Two- fYNifl�L JOIM, B'w• a�r0°pPOPjtIV EPE ICJ OI 71 �• tOn �UTiI Olt tnlntt Nln 4 Wt•71W WM a t.\a.. pPw1Na Ip rail rl•�t LOU p �1NEEw IB tai 60.10 olou". II�{��q ua •fes io ` 1 .t •PPPO: T(L1i �1p 11 `101 1 1'111' 111 M t poll IOt 1 l t 1 N ALL OIPPtl1jKL L wO1N 1141 ��N.yEl lyjI tR1C6: U : q ohm N �It�lo' meant IKQNI a 1NNYrrEEEu Ic .•' It�7r p1[ta':" i.. ' N['c ,1pmlyi5� 1p0M�g0,0{(wNC4+��� �,�•};' 0[ 0p1Q 7I� p� 9yL� ee a7(Nu\,ni°{o r]to Ir-lalfEottot 1• r•cLL�'4.LlYt r a plaYl u16 19 �„Iua •NNlli 14, Ut lw I\i71r VI:Q.° AT • A1111 N O.C. - L� Lrgfy L I, cNWe IN1t uln was I6 trE .j E•}•r�E,tyi'�!tL+'LR7-•-.� Ir aYIIC+ s Yf(7 •7' ' % ,•N elle ut0 LEDIIV[D im OE[N Llt�tl PER W0 01rll�iri-µ1w" .�, m2 p, iti.i eI 7 ti Lyltln 1.1 MMI .,WO a law MI.1 WNIw 4L wN0. Y rM sM a LA• siw•f sL. al... >10 p analw a�ar.ru. {t l..•wo r ur.•r.. IM 4X6 •.Y y'. - • 3X1 tt r 10 13 4X6 3X4 3106. f,m I.00aO °..r Im 6.00 7 @' x1 °, w 2X0 2 i -a 2X4 j •• a 6x6 xt St16 2 4 7 T!l/ sxe il• o1 1 -0 - . _ .N. 4 21.0.0 21-0-0 ami Nrit"iij � . 6-5•tl fo . - � 0\711 / 1 10-0 MI[Mf F 7.711•J1M F 7./W OiA1 w 7.s• 10111 THII a1 tOn "i,::���r•�"�"V � , • e Coe •_dJk,jmPcRTINIu w•rN•••wr.. .. MNIIt N ... • •.... " .,ro-lmf w 3.Of r d An 'u"•.' Is.ow , N���.L�'S' u►6 �, B IN o ® 14 n 110.61is • m f u o 0 0 o g '�r�r:e...�w �..' _ .0 . , •6 "CJ a >•r fs t4 R.7.10 ' ifd a LOI ' o e •��...� p�yp S • 7. A 7 • .- LO.I.Q4-o00. 72ti. .I f� v4p• L• FIRrm %t 4'-:. - ort R -M P ,tn 77:R M i 7 _ NR[0Y5S 7n7Y�FN41N01 81•,Wgp tp�.�py� . ' ; �1 OC N-Lcc L -R �.2➢ 6 '11 .39 tRDt 26-16 34.84 77.p jr =swim �i OF.I ar, Qa�POItO tN 11. r70q 4M ; C • p7r4L W! UE1 ••'EC 117.10 i i' [I6S f tC r[ `� VitE R►tom-R CI.two w CN.tfI�OIKMg 7,O)b�1LD O J `• u Olq. liD t q0/LOD•� rail 7tP rM7L 14AT1O1 Qlyli '- 06 An01 040 OMOED fail p PS► tsR Low. . 911,, ALL fif000t msa1D O[I.11Y '" :•.WL.�s IE1•.!wLLIIpLp�_L41t�LL pQjp m g - ttEWtnO��R��LL7 V�®yy�7.7�7•W n7N L21 r Yrlt7s. i>•e7O0ii Now LRItfS0001O1LO ppTf4ll 70�tsVO •r tt4,IW1, 0q y H1El CDINIS Cr1E 10 E LOC•IlD .1 YtgOtll,,Mt a•! III 0 o LE16T11 Cpl rNwo W A yoft N uce Xp 94ipDpgplLwOLRLW`LN yruElEpiJl♦yLEi�t1L7�°.1prKL rO1M LRIC*TpOCO�tttWl�RrpC17rt�W�N�M�N'UMW AlpLR�74a.,W_�••r-Or,1L1UMYL•.1.71 •••-O Cpl �10lRta fEyC�l tmr� �L�a017t� y� M87R.L6°!7AV OEC7Ep'�jgtRr�r � , rawI.7Rt1.Lt tl4Cratt �4 ��lyr�wtl•0 J' u�r'rLfr,N,�uO•L • ul,. �6 t• • ruWr" 5X6 r �' y fCrrlV •r11� Orn 14e,1 N ldil lrrty 40r4 r . ..:. � �'; annnl4 q arrow. �• va•Ir•'.r.t• YM.. AIX6 L q TN ►rMi0.lir row' 4116 3x1: 2.3X1 ' 7 3x6 - �ff ` 1 •� 2x4 QIr •t .W '!..� .�' • .T 3X4.:. N ,618 1.•{� 2X4 r�•vp s 3" ,�� ,�- '• • .. 2X4 ,, 27-0.0 a2t•0-• J a/f! �, • - •-7-• 10-4 ti)f O.1 - 'i�bto0 - Y III �= r•JOM w.)ilylf0• w 0.r `Q -••O f)•Cw 1 •7tORr6 �{7� -'t�y�C - ., .f, '. . • � wl•r �"' r "•%+� V T+l ! -.-� a 't ' vo.aaa o e m as •�wIP0Ri4674a•�'� •�,w two e _ rrN•.� ry AT .�. �". _ ..' WI.tDwr •tail JK. st • sc 7� 4R 0.0 f 6.47 Isis MISS 7•.!6 34 U p.tp ,,fy-�`p EtNL��YL7M.(10.,, L1Ee <I a-OOC OICCD Wllp Is7_♦M 1.111106 r If 11 ,e tO' 41O1.7\i.R',pft/6W°fbw;KM• a L W Mm10.. _ ', a" A , 'to w n WE raw\ Irb t , eon z E ti L aaP` 'Ft' `"iiE��fl�"ElEny'.fN�ltEf• E ffp '�' n ED\i�i w � UI of - aorto � Lcn \O:. orl��i� trala � ,Y �_ �'9'�asw7cws Aasivt -� aan �� ��� L17�f na.Ea'i-taliltclEs F :Sr ymO��t1l�L>a ��_�,�7 .. Iia M • 0.C:--' •: )6 fOlW4L__ 1�� ,.,mOQgfL.Ltl•otswm r= �1UOKA064�, •�i, . l u•a•wµs!•"_Oitlf• ��~ �r .. 7LOLl 6.16. Iwem �i. r tl p �_•�• m p � a t..uirT1•f A,� �rl,r•r�•` 1.111"+a ruL+�. 918 r ` ;• I� Cyt. � wa4 M.wuw latwrla -�Fi.. .•.' w r •F• . a eX4 tak ,L r� t . h IL M4 s .x r `4a a 224 tx •$ 40[4 .l �• �.. tea, Oji 9tt2'..> •LaCi"• 4 i ttt•+ s a.n w,. ,.r. •� 10�{�6fa X 1771• 11111.1 OF 7.>•'Mer ►saM�yr�•'slf�i,. E .t w.. k: ....... _ a.— m 1 A..'.N'^'; t✓1 M tJ-•AI M3Y .,.-... ,It' . a•... ni, ♦ F.. Fw. % .... �...•.•w+. .4 �i�a.•�.w.wrr yw Wx" ...�ri.i �••�., "�'if .ri .1 a-.si .. •b ..l. •-f�.N.w.r. i.�•.w�...�s a_�°a.wy .1..�� .Mw•w 11, .�r. Mr►.. ... Y �11. �+Mr}...YY4f r N w�Yn� �..YI..M�ww• w+��.l.l. p,r"w. ' ♦:•�. IFF. y 6' ,z? 4tnn" T y, �• g 0- 41N •�� Z — war su i � _'a'_"� �,_7 __t• � �.��,{yy'.^w!�y`�yr�- _ • tl �:tl7r.t .1�• +i R.. .1•'�l:.f•: \LGA � :, .'M.......cWUeM '�+=a Itit'O .A- RY ;:.v 1•by,.t u � 1bMt rt T rf .�i-i — w3 M w UN I I Y :.y Mn "' .w.Ai�M��q.i .Na • f.. Yw w.. wl� 1�� nN ..IFF WA- =4=7_ .rwr...w` t- R=te �za .. --: R-2023' I,p, C. Kiri• KSA✓I,'..(. 'J ' ♦VN. h Js' r R-2023: oR'rnsDIR •u � '� Fait ice' w� � f.�i�i.. .i _' w�i �.I`��•.' w_•wi .l�..wp. w.,i:.z r ,...... R. SME utt V... ••• +. • • wwa I.w .� �N �. e� 4'. w �� . i7.':`� w. .� .�fw..1•IW M w: �.,w•My. w w : �!r��w lw w.. -,�.w.-- ...w r c i �; A t:� SM, E U: �" C1..:.. �wii craw " r- r aw/"� • �.wpi w te.. rr �w 0- 41N •�� Z — war su i � _'a'_"� �,_7 __t• � �.��,{yy'.^w!�y`�yr�- _ • tl �:tl7r.t .1�• +i R.. .1•'�l:.f•: \LGA � :, .'M.......cWUeM '�+=a Itit'O .A- RY ;:.v 1•by,.t u � 1bMt rt T rf .�i-i — w3 M w UN I I Y :.y Mn "' .w.Ai�M��q.i .Na • f.. Yw w.. wl� 1�� nN ..IFF WA- =4=7_ .rwr...w` t- R=te �za .. � . _ ; � '4 , a" 1..4.x. I,p, C. Kiri• KSA✓I,'..(. 'J ' ♦VN. ss:t_ —""""s�rtar� r R-2023: oR'rnsDIR - 1 w Dict... .. . -•!.L. Yia a • V... ••• +. • • wwa I.w .� �N �. e� 4'. w �� . i7.':`� w. .� .�fw..1•IW M w: �.,w•My. w w : �!r��w lw w.. -,�.w.-- ...w r c i �; A t:� SM, E U: �" C1..:.. �wii craw " r- r aw/"� • �.wpi w te.. rr �w •" IMWF + . ' .� A �• >A. ..w NIM W M ESP aw pww. p.... r.. ...uw�'yy....w.Wy�� ;ww..—�• p..r....._ s. wY •M ww�.FF. t ♦ � m o m T ® 19 1t_\ &wmm 1_11 ® w I ^,,E� p1�y/o. yn �� ,, _ Mr• • .p • —� s� i s w+i .w ii •N O� {—.! ti F • '.� F F I ?� jy f! 'L. rwrw a1ii—"j";�.+ .w.:: !_��r..'w'r �;iyia �.�. �Iwi.4 YLi�:w 'F•. .h „A+:. gum4.1 S r ss:t_ —""""s�rtar� r R-2023: oR'rnsDIR - 1 w Dict... .. . -•!.L. Yia s r I.O. Id ::1, ' +. • • wwa I.w .� �N �. e� 4'. w.. w.w lr f i ...w r c i �; A t:� SM, E U: ESP 21 •qw uje ® 19 1t_\ &wmm 1_11 ® w I ^,,E� p1�y/o. yn �� ,, _ Mr• • .p • —� s� i s w+i .w ii •N O� {—.! ti F • '.� F F I ?� jy f! 'L. rwrw a1ii—"j";�.+ .w.:: !_��r..'w'r �;iyia �.�. �Iwi.4 YLi�:w 'F•. .h „A+:. gum4.1 S r , 1� { ka Sada _r _ .LMIiAM LUMBER 4gALES: F..O. Bt?x i$? AOSEviI.LE, Gtr fr ,: - - - - EAL.P�3 6 Ztr' K Lta- c eIT 1i�8 Y C t2EMBE-AP r C-5 D: R2 B S -;f ?IAXZFILniY i3 E Fl S CONC: ra-W CHORDS SIZE LUMBER DESCRIPTION DESIGN CRITERIA _'FOR C� RORtr TSP SLOE£IIi LL LDAii UNBRAC„ MEMBR FORCi< JT LBS Hi0i GNQ20 3 0RC 5i0 -- FA -TO tLBSj: >��Il1-5X. DEETS TN PLFj T NGTH FR TO (Li Sj _ i'- 4 2X' I` -_ 2SO.I-b2,_?A, TCP CH. LIF 1;o PSF o IN03 'GI142d 0X 8 Oz= ,, 1 .' I0S -4 7 2X 4 NO.Y F'.Lr DIF 10 PSF g INIL'Gbgj20.' 1.07 �.Q, S- r :?� T-1=12; S.OQQ - Si -0 �fl, 2=12 172EC. 7 104 '- 8. 2X 4 - NO.i D.F 7<: 807 GR LIF c :_4�E�TI2 7=i2 6_QOc:-_ . ��_C? 2=11' 937 S- 9' 2X 4 YO.I-D._£_L. .APSF DEQ `8 PSe; GNp20 3' Z7G 5_1 =' 3 t1� - B} 3= 4' 3Q:7C '5- z -Pr "a.00C' 52.0 6,3 1-10 3397 :. 9-10. 2X_4 -' No. I:D.X.1-. 'TOTAL, i3OAD= 34 C:! - GN020 ITDR{ 4 0, 3 FiQL ` 4= _5 11183C_, `7- 3'- 4 -C,000 `5Z .0- 41 S= = :3_ IO 3&0� _ 10-% 1 2JC 4 j'- :GYdC2Q.s.IGS_ -:'& 7Z T°' T-- -5'.000' _ 52_Q 5.4 ,. 4=IQ I45T 72:frz `} 6- 5- 2�- -E_00Q 52 Q ":'6.0 $:= 9 S72T A L WEBS ZX 4 ST?WPM D_P',L. SPACING- ZS ZS1. CIC - j pCII GNQ2a S GRc 5:0 _';3.00 --lj-a 't GvQ2a 4 Q2C S 1�SQ: 7= Bs fi4ai. S.- 5= 8 0;_CCff 16.0 6_3 5- 9 Z?BT Z SOI 9=iQj :�S- 9` 9438 ¢ :A z 8 UM La. 0, 5- 2120C INPUT DEFL. L�24o rry_ _ , St ijjL1 GNQ20 1.:oX 4', w-'; ; --4 ;j ff_C 8 w -y4-. 79 7T`-4-9 4.000- `,16.? 'u_Q $__8 357^ Tg;s TRUSS 3S ➢?STGhEB Ta SiIPE03T VERTICAL _ LCADS AS DETERMINED BY OTHERS ANd SIMM ON INCREASESMER CENT Z4, 49®7 S-�=12 <3 G'; 000 i6 0,;"I{i.0 0 -PUT WSTING. VERIFICATION OF LOADING, . LM -SER- 25 NAIL=. ZS SPLICES, `Q.00Q I6_.cs 1R.0 ]"2- I 64(C 4- I=I2 i0. -21 Cr fi.3 DEFLECTION WMITATIONS, .FRAMING METHODS., TCH'L5- IS BCH:LS= 15 - f _2 3 a GSwQ20 302E 6�d "iv CX ;0:0 - _ ��1 - G � OTH� rtIAD BRAGZN, _ iA LATERAL,BRACING LTHAT. THE 4 APROJECTIBRCHFi£CL' NAIL' RLIIPStPS?k V SFI 0 G 2 . 5 £ % r .. ti�ROV3L+i Abr-HOrTc.G£ AI` BEARING 3T Ii ES} 3:F5 IBS PLIPr O€ tHi DR ENGINEER. CHORDS; WEBS -- 3>., 4 -UPLIFT ST �zTtRTS NAS MIN' NA7C MIN' lk.FdF' T Q _SF ONTAL REeiCTFOI7 A7J T3tT-F2 THIS DESFG'S MIMS_THE.CZ Pi LM -13F =2C' I36 ,.M 136 1481i;6FT1Y1FFf. CEti�ctl .LVE iOAH? S?ECMCA2'IONS v TRUSS iRAS LvIS Bi5IGHED , CR THE= ' IND 'kAR2S RA A GENZ TED - LEFI C'ANTI`LEVER 4- BY .7S.ff !LR_I dile_- A. T 25 0 FT r;A80YE GROUND L£V?I RIGHT CANTILEVER- 6- 3-.lZ Y`ESIGN. S?£C+ liCCO4Ovv_lfal SINA r.FOTtG L£T OVERHANG n 2- i- G E8E tJtICAN£SUIMiN BcTE0:CHQRiLLTS: n . RFiI . P-C_FfSE}ii� :s - yrs . «. «��E) 2000-0 �f Tit CABER LES �.f1f BOX �18�` ''Sf- IL ,E F CA Y f C PrP If v ul Y Y SRT• c- Al- 4 s� T . 5 = MAXFMC� YF: E & S _ Cos who CHORDS size T4UZCA ZER- DESCRIP'TIOR CPS�Gt€ CRITERIA 2 Gtfi7Z0 3 O7G 4nQ *fssFtaR FORCE: am llmI SLOPE�12 TOAD UNBRAC. x *3K FORCE JT LBS Ffi Tii , tLBS �i S74 5X DPT ) Ilr (L�I:F1 LENGTH cg-w (PS)" 1- 2 2k, 4 STANDARD D,P-L, -' TaP Cpl.I.L- 19 ?SF ' W-CROZ' Z Chi GI3E)2Q I<0X d ff t3 ZD6 ?- 5 2X 4' N0.1 D.F.L. DIS 10 PSF k ISfDY GDipYO 3_6R 4.0 X- 2 87C 0� 0'- D 24 600-D Ps d ,6.0 1- S 33070 5= 8 2X 4 110.1 D. F. L. BOT CH. LL- 0PSF 8 6.006- 52.0 -15.0.3-03' 2981 8- I 2X 4 x10,1 P.r_t . DL- 8 PSF = P-ux #w2a44410- +4.4 3- 4 . i 9880: b- 9-f2 6<006 S2'_0 5-4 4-11 _ 3050 COZ1S8< 34 PSS Y (:IDiQ2 G&Q2Q 3- r, 41401� 5 9510 6- 5=12 fi.064 52.4' 5 5. 4-i2 1700 7lL wESS 2X 4 . STANDAR0 B.F.L. 7 IxIOY" GV0203,4X 5 4 5- 6 808; E- g 12 -6r44Q SZ.ff 6.0. S-2 410C SPICCINC.� 24 Itdt CIC ztgt i4I a2 a 3.475 S:tF b- : 1570 6- 9-11 -6.000 _ 52-.4 6,Q 5-11. 57T.- 'FRES MISS;'IS DES3GNEi1 TO 54PPOR: VERTICAL 9 1Ni2 GS 020 2. CX 3 ff ?_ H Z65I`_ 7< 4-'.S -6.60ff $2.Q b.0. 6 T3 8?T LOADS AS DETERHINEII BY OTHERS AND- SHCin2L ON-INPUT D$FTr; L/240 - xtf.IAOY G 20 3«070 4 4 8- 3'- -„ 685C S- 144 6:QQ4f X6.0 (0 6.:24' 9470 INPUT' LISTING, VERIFICATION OF LOADING, I,i iNO2 GNQ24 1A ,4.0 9=041 F37C - 2- 2= 2 4.ttDO 3`S:.Q 5 i-fY3 t356T DEFLEETION LIl4TTAIZODS, FRAMING, }IETHJIIS, INCREASES(PER fi£Zi:j 1Z` 0X62 GRQTff 3:070 4.D - IO-11 .Y 693T' - 8- Z- 6 004 16-OL S(k 0 7- 9 id69C MND BRACING OR MER LATESRAL 3:2PCING THAT'Li1H£QR= 25 NAIL- 25'.- - 33 2R#Z GUQ$0 3:4X .Q: 11-12 _-'IO2�_ B= Z-.2' (E.IInO 16.4 50.0 IS ALWAYS REQUIRED, Is 2HE 7tESP017518TLIiY_ PCEi IS� 15 ECIC ISa I5 = 2 iZ Y3 948-7-1 4:406 f_v b«3- OF TRE FROJ£CT ARCf',ITECT" OR ENGINEER. SPF,ICr^s HIST 4 &-F4 0.0 2,3- I 04 1C.0 'e.3 - , RAIL: VALUES 5 -3 SPi4: GNf124 3= OX S.i1 I(r-lz SIMC._C�mzm I ar 5 4 `� THIS. DESIGN- �E25 THZ; GREYN LUMBER: PRO'kiD ANCHORAGE, kT BEARING ,FC: 1 FOR 1E6 IB5 DP%:IFx SPECIFICATIONS WEBS MAX MILS 'FiAX iIII t -Psamy, ANCHaRAGa AT BEARING 1F 9. FOR: 511 %3S UPLIFT THIS Tett His SEEN CHECK FOR ttf O gSP ` ?Aov_=E FOIE _ 225-2 LBS HORZZOHiR aZZAC1 SON :1 .JOINT-_ I Gtda20 33¢ ?08 236 1DB' BOSTaxS` CH(Hu >ilvz -, •� RIGHT CANTILEVER- G- 0-10. YidS. TRUSS HA8 9EELI DESIC-NED FOR THE` 911M,LOWSGENERATED ' r "RIGHT OVERHANG- 2- 4- 0 ` - Sr 75_0 JVI 0UNDSAT 25.0 iT. ABOrQ GROUND EE4E1'=„ restag 53$0 x. Adcmo AG I'0t l EEORxf JINC+ 6.4 i* S F Tal? l'HORD DEAD 7ATD AND A-0 P 'S.F -__ BUXwFNG Tad ,098 'BOT CHORD DEAZ IAAIf 204-6 arks FROM' SURRZCAm OCr.ALialm,. A3RIC T2 ASPECTIOxi TO M PROVIDEIk BUILDING. OF DIMENs30:ts 60,0 BY $'2.Q TAS SFCTION! 25.-1744= UBC' STANDARD 25-17 VITT€ P,)WosuRE C (ANSI 1158' 1992) - CT,,MZC'CCR' E1A1'r'7S"" IN ACCCRPANCE, WT8" X."BO :MATE: Puatlxt SFACZ- 5-4: PT: r mx1 GNBRACED BOT_CL,* im- 6_3 FT. _ RE2v�e "' if- 1323 ANDICK IK91 1: 1X4 LAT, BRACE; READ, AT: I/2 LEIS. WEBS 1-73 5-1Z 5-11 6-1 OVERT HAS EEEFT �rSZ,N°. TMs) aR: 2'ilf4' NOTE: _LATERAL 3RACEs 7sNit PdRLISIS ZNDICI+_TED FOR' Ta{d55 LAfdERS I LI,tE LaAL� F :CSEAe FOAD'_ ARE REGtlIRE TO 1iYjIlUCE BUCELING LE EGTA aF M£L!B1rR. Ax :-: SHOULD "-`- _ SiMPSON '& .5' RECD DECF Mtt- BE 1'IAi`tm, Ta TRUSS HZMERSMI.TE MINIMUM OF Z-LOIt COML= HIRE - tai-merrowot T=95 TOIEARIIIG SLiL S NAILS, -PROVISION Mt UST fiPADE.AT ENDS .OR SPECIFIED I,Y-_RYiZS D kT DYi;IFT RT +"+ i r TO RESTRA10, OR` ANCHOR TFuERAL BRACINv; By OTHERS. M117. 51D . CF TRUSS' -- iCTeki1 iRCTlOt: HEAR1Sii Sti i DUB iCe ' tk7 A7 Jolur 4 1T- 0- # -' 21- 0__G - y o o: _ - Tir 03 Lu GR€155' FFG L� 13 I2 €1 10 g q � � �- a 3E-.REACC' IN-,,. . _ 'axe 1 : uza, 166ri - F r1 �jjJJ/r i 5f ((frill 1kEiecticrt- :_ -,-. _ MiseeRsneaufr Information _ 8iaein [niorma8on Cormeaor Hardware: lumber - _ Caeaieea Rsr,=grit 6ot�sa�es iraorl6 Pe aad + 0 _ kr' fie :_ an pariK7fdiat acd iala'af acr es fisde-'Qwd and =.51df'daa: of and rts i+ksn+affion 4xssa�r is rti!(acyMY�t Gafyf"�i - :tl♦-fawat -o-, sgdied tf to S�wrrt' tc snd i� ace w M diad',-in.MiNa d-:sr part w used kr Ersig, l vi4ra>.veb rratbenr sd u+autfZ&u dH+F3ers3aOmed Norah -or a'r'p eilwr*al'm�tba intarelL Carxarr tei er mxa/adised in scaddarra rdh'rPL - - Cufl�anux bow agade nmk. from an y�a�7 .�taf. b[- Gbve: Ttr. Ssfs sra` fa w. �-+'-,No- M aftwag btaivj sod.faaMr+y+ga-aR Qm.sederutad lrmirl�L9riamaaYonbNfars - . 'YMD bra= wAaro r ao as 7144 aaay: er ;a,s Eaal�ar d Rr to ariir `: Pl+ta�mat be fchfdrdanboai iacm a IFilceBarwNfYohlu ertbadded_ burew amr4m bo�Pd r aiM an0'. -poria- - ,'r falai n -lr.* b&:fcgaoraratardaYgatoadzeeanlMdo '. _ easaru� � � mmporeN �nd_ta.:ayec-``ea apaoed atmisobTirxph. Cts �bstfib i+aatslians'.Yam 9war ma be d r» gizt Z gs ad shm am Ia or bow- wird .. rs.rtnu[Ssaadiosuiaiaa�ss+iit acw a4't� sry'toJo aanc(iaas' apparab-aid Sd-- eta4 .rpwarssauslya¢wn¢thamncaan... _ = pwSmor<aZgratedar theaT joaaman"� fFrcwnaa cfan oraeiamk� a ' f Design Criteria iY Ss90 '.:- taawkportl. atyl aidral; arrd prt�adti,tased:::aat' at aadoafaitagdadgrrasatagxfh , [ WsIIaoar^aaav'aircf aEaae dooa rrl awe%lmf aric -. - Pae:raaa_ d iYerif bracag� a.d eeprmaxr QQDDKCrtISa=.it#S DESIGN.°. ! adiiFaW, bradnq� b moral hDos rdfilaelzaiknirp, Pwaf9npatm ro n me - - .Mas6e.a _ _ Lr4eR�.blG,saa'Chtl romvwfaod aocep: ': - ,ibe. - Finar-N%_Qawa4 k<syse4- and ax:eod:-.Gxa,}!tai Sralamy. k a amwaa� M, ktpws3ad a[ YIeaYrewbataaiA _ cifrfhe sa;saaaf aa$n d Ow ural`ahown an dra baaia of data da}ignere#1[!9 tatna:Me; abaa wieat; ..-. ms= �_rei aa�n d, Is Iatas t$S, - -UBC - a - �_!/. = -fes' e[�d rhoaaarts, ardarw.nma+hdraalry.. -: :. _ .__.:-.. - TP+. .d�s�d+ e - _ -c-- -- t i-ii5" DHAWIN - _ Q JOB: 29-,85 2 BTP T!iPJt 2X4 FIR-LAF" ill ER IMM ILOMG uIxEmnowl SUBMITMD.VY E10T CHUM 2XA FIR-LARC14 #:t TC, X -LOG, L -Ft' 0.229 7:36 id_ IU 21,00 27:82 '34 154 ES�?t `ElIS zr, FIS--LAP0i S3Atl►E1 6.43 11.39 45,31 2S_ 19 3d 37;_85 . C4} GT{]R PLATES lR.ST BSE IRSTALLED IN A000MAtiCE 9iTk; REft',iIREHEnTS OF I_C-B.EF W-SEARCH' REPORT #n49 _U. SINGLE: CUT VTO .1, 7.10:;Z £iM. 3 ALL PLATES AAE CENTERPD ON JOINTINDICATED._ -` LCL E5S UTt!€R�iISE . {V) 601-TON C GHEUKEE# .F 3P L11�E ,L QAD. E DR kt, ., l3Ce a 16iT�3601s-g FLIM 7YP. 'gip»1i LOCATIE t '[�ET3iI .- S'�ilFd ALL, SifPFiX�3S T6 SC!( iD E cARINS_ ) Xt f3 iit4-FYa QR BETTER CONTIKm v: ® LA ERAi Bf INEs TQ BE E@rlALLY SPACED- ATTR{ i 1�IIti Q) 8A t�1AILS�, I3I r ALL, 1� CMAD SPL=c.ItS-OL IN£ BETWEEN N&TER,3AL TEi BE ',SWPLiED AND ATTACtED AT' ••wo BOTH E!#K 70 A PANEL FOTNIS ASIS 70 BE -LOCATED AT APPiauXIM&TELY SMARLE SUPPORT UY £RECTIDN CONTRACTon. t/Q OF PANEL LENGTN filet "PA EL PDIra twl QRIN 12-) AND SHOO -0 NOT OCCUR IN PAWLS NEXT TO A PAWL POINT :SPLICE.c tV TRACTORS *ARHjW, TH1$1 T- IS IFSIGNED 'TD .BEAR ANG/i3R 'SUPPUR'T TOP tHURD SMALL BE LATMM-Ly BRACED' WITH Pxdt?P£F�.Y CD�YECTE'g AMITIO14AL WADS AT SPECIFI^-.L0CATIi1NS. PURL3ttS'At(I AT kAKltaili� BF 2t*. Li.Ca ARTICULAR C1�RE 3S ADYSE�I I�;R;I� Ii+t57tiLLATI£�t TD E 7 1T TH3S, IH,155 .. r °ERECTED iFRi3N'EgLY. Note ZZO 3 hes-IIr -or better cootIDums later a2 Lattoa icLaEd ;tuac 2* (Y_C. eax. xegu3z�ed_ 1 tacit Yfd �F v/� malls_ Brrfog f`s not �CRui S.£ rigid 4eiiing 3s �}. ;attacbed yq to both cbortii_ aracirpT mate: Ea to be upp>fed? a24 rF :attacbed ZL botb ends to- a suitable 5X6 sm�pixwt by erection coma -actor. 9p al har a) ng carr s1vm14 be taker►dvirin sbt Pigg t-- - etactfoa eE tzmsses_ fifes"' oats 'b See "n e2ax. 4X6 Z3� - Co�-"`cta� p7.ateS des.LQRea [or gzeeea o�r per bs, r`able B'_38_ 4X6 3X4 lst .- 3X6 3XG - _pro, s _ 2X4 14 DO 3X4 2 6xs �' - 2X4 t3o. CM3695 5X8 5X8 3X4 aftT CiYiL t 2X - 21-�-i� 2f -t} -g -•. 9-10-4 7"i5_10-0 5 -1.0 -Li 8-302; V- 3,5t'R-•i 36�56 M- 3:SQ' `G iii1 �s. DRTS=- W. 'LT. TYP —ALPIt SEiltl-- 370&2 FUFiPtISN 4 C{lPY OF THIS DESIGN TO ERECTFOU GON��IA�It3R wrr� t+a�etea® a d C? 'C� O` b i' +�ar[Ti S+C.qmmw =i ['7 r� o �C1ATAiT�E,a�s.e,s of .a► AIH�Sir.�nn D rt e s -.S tLE_'_ GA875 �QGRIT �_ k��-�� y . RrrlttOr-.ilp�l.� 4i7s1Da7? :fit Js1► MF3+sior - 16.�FE ^1!!-]fr �O1f'i RG7 7 c= o C � *gat renes ae an .ate *v w� r+e'rsn AieL •Y . sc d v cs ' em me -�Lm s"w-p mac• ar W2. *"Ir wR nac nc� _ �a J 4 C=1 t= aw ftv" VAN 7w tow v4�-,i�kii � mum .Ftgl Ov►l. Rl P[7�w- e.�c ft ow®c �� r� mit pmrn .�enrc.�ernc ns asu TG LL 0 F5E DATE 0612 90 ry� it . i J`.0 j` �_ r aae wrrE i, $*Mt mr txro lJCit�l[tYs G Q gtr1Cf06 1Q �R �116� LY i+K4 _A.P.BQ4a843t CA $G DL iU} St763 :+� Lor=i �rr'Hi - �VS:t.Y IGIT�OSTi'.�[7�«p:1�1�7�i �, z+a.� .c.ac .• . o�ewtgsa.R i mm wawwu Vass - p$ENf7. art.i/ _ 1 , arum; 4w sasmc -a c. t- r77w &%%IrAt2 PUW pit ar ae �7Ea- w assaW. � TOT .LD . 31._ 0 PSF 0/'A ,LEN. 42-0-� - p - U* car ase RCC s� � � Com- s .» +n �G» _ MOM 'W" FJW W� We" LOMPL .�Si atm FACL2L3�111MIXIv— NMI- . mss. - " . - SPACING _ .--• - ' - 2�.� YYP� SPEC-- = .- k -M, _I� Edi , tom:. +�a►ar , i L . ,: , I : I . � 5 1 � : I w.. oil, 1. .t ,, ,. -...� .. l ,..,nY I ..,I. � „- t.:. ,: .,. .. x •, .,i ,. �. :� �' I,.: ., I 'S. 1.. .r1,,,«, ,a, :.L t M _. .,. _. ,:. ,.. . ,. n ..r~• .L.,. ,o .,. ..a ,I r.: e. _, }ft ;•u: .,. �..v.,. ,.�'A., .. ,. -.. ',. t. . ... .,. ,.. I. t......., .._.., .. ,. _ fk, _ • . - I ': ,_:,. , ,,, <, _ , .. ., I ., {,,. _n _ .. ._. ,. 1 .,,._ .,. __ s i,. ,_.. -_.� ,., :.... .... ._,,, ..._ .. S.._,.,., ..,._.. ..4.,_., ....r �__„r<., u. t... ., r.. .r_•n.,.,.v . n, r..t,. .,. 4,,. 1.. ...l wx ,., ,.. iY,, :�t .. .., _i rM, ..,.I . ,._ei;.�': 5`... L�,e.�.»... �Ilirl ?"T µ-rami