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HomeMy WebLinkAbout040-340-015t f; 40-34-15 k ' 1�G. Eo eiss S'/S Paseo •ompaneros Rd., app.250'W.of end, Chico 7 Permit #1532 79B,P� E,M(new tingle f y amil ) r • I ` _1 I 40-34/15 r Permit '4631-79gP,E(new private gam 40-34-15 t -i ✓�_- `�� 594 paseo companeros, Chico Permit#769-88B,E(new storage bldg) C,' 040-340-015 wi& { r 06 1372_ DONNELIY, BRIAN' t .8 , 594-PASA'COMAN PEROS, CHI}�- Cont 'CARE FREE POOLS } POOL (1ViS'FR#01-502) CWD 1; , COUNTY OF BUTTE —'- I3EPAR.TMENT OF PUBLIC WORKS, 7 County Center D dive Tr Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT '(jCY/A aumorize represeniatives or the Lounty of nuite to enter upon the above-mentiq ed erty f r inspection purposes. } X Date "— 3-4) Si oture of Fermiittee or Agent Receint No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 'A 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. DIREC R OF ELIC WORKS BY Date r�� Building permit expires Date 6�a� BUILDING Owner�t — SQ. FT. OCC. BUILDING VA UA I Mailing Address K, 3 BDy ,- cot ) t+? No. le Zi: Contractor P, , Mailing Address Fireplace 500 Total Valuation Telephone No. Permit Fee BuildingAddress /� 'N�p'4®� PlanCheckingFee&/or Penalty Permit FeeQ� Aa` �0 PLUMBING No @ FEE PERMIT FILING FEE $3.00 '3 ,OC) Each Trap 1.50 ' !�✓� f, Ci Repair drainage or vent piping 1.50 /��� A. P. No. C) :7) 1 Zoning 8 Planning Water piping 1.50 a Each gas water heater or vent 1.50 Fees C. S n t' fi FireDept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Par ing Parcel sans Declaration Parcel Ma P 60' R/W Improvements P Each additional outlet .30 Building sewer 5.00 Bldg. Plans Recd Parcel A al Plan proval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ I5 ELECTRICAL Nol @ FEE PERMIT FILING FEE $3.00 Main service 600v OR LESS 100 AMP OR LES5•�� S Single Family ❑ Duplex ❑ Mobil Home ❑ Others Main service EA. ADD'L 100"AMP 2.50 .j, !� n � OVER OV AMP OR LESS Main service ER e O 25.00 Main service EA. AOD'L 100 AMP 1.00 NEW CONS194dOR ADDNST L GS CCUP. 4'\ •ZPSq ft I CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name le of: NEW CONSTR ULT CHUTE T NONCRESID ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS 6 NONCRESIO. SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXT11RES)g L@j XED APPLNS. RI 2.00St Ex. QCCUp•`OFU Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 ,--Eli am exempt from the Contractors License Laws of the State of California. Permit Fee $ C99AS $.12719 [ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I� I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.+ @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 Land Development Fee $ TOTAL PERMIT FEE aumorize represeniatives or the Lounty of nuite to enter upon the above-mentiq ed erty f r inspection purposes. } X Date "— 3-4) Si oture of Fermiittee or Agent Receint No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 'A 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. DIREC R OF ELIC WORKS BY Date r�� Building permit expires Date 6�a� PERMIT NO. 4631-,9B,P,E PERMIT EXPIREST �Z OWNER G. E. Weiss CONTR. owner 40-34-15 LOCATION (A.P. ) S/S Paseo Ca►paneros. app.250'W.of end, lot 29, Chico Aji6 �tuljJr i�Cfa/ -- L�`7 4/lc%7 i Temp.Mower Pole Ca •led PG&E Tem Elec. Serv. al led PG&E T p. Gas Serv. Called PG&E JOB FINALED ' !P '- (Date) / ignature) I COUNTY OF BUTTE — DEPARTMENT--OF•PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets list Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Pi in / Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa I I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for phsically handicaped Conformance of ex. structure Appliances Gas Piping Tes' Temp. Gas Slab Final Sanitation Patio FIREPLACE Final .r Footings Footing + i EJ-ECTFIICAL Masonry Walls Throat I Rough Reinf. Steel Final I Fixtures / to Bond Beam FIRE SPRINKLERS Motors Mesh f "-MECHANICAL Grd. Fault Prot. Scratch Heating %� Service Brown Cooling Temp. Pole Finish Ducts / Underground Interior Lath Ventilation Pennane t Door Closer Final Final -� MOBILEHOME UTILITIES -------------- --- Elec. Service �' Elec. Pedestal Water Piping Sewer Gas Piping BILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping . DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) PERMIT NO. 1532-79 PERMIT EXPIRES. OWNER G.E. Weiss CONTR. owner LOCATION (A.P. 40-34-15- s1s Paseo Campaneros apF. 250' W. of end, Chico Temp./Power Pole Called PG&E I ec. lie rv. Called PG&E F"Te em /Gas Serv. Called PG&E JOB FINALED 4(Date) ature) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS. _ . BUILDING INSPECTION RECORD BUILDING Setback C—S Forms Main Bldg. Stemwal I Soll Piping Slab 44ALS 1st Floor j Piers L 5-117 ira e 3rd Flo Footings To out Slab Carport Footings Slab Patio � Footings isonry Walls Reinf. Steel -31-.7 BUILDING (Cont'd) PLUMBING Firewall Soll Piping Parapets 1st Floor j Restroom Finish 2nd Floor. Windows 3rd Flo Siding To out Roof Sheathing c. S Water PI In Roofing Sewer Fdn. Vents Fixtures Garage Vents Water Htr. Insulation Heaters Prov. for phsically handicapped Conformance of ex. structure Appliances Gas Piping &Test TemD. Gas FIREPLACE Final Footing ELECTRICAL" ` Throat -Z Rough — Z Final Fixtures t Mesh "/i l MECHANICAL Grd. Fault Prot. Scratc Heating Service Brown Cooling Temp. Pole —Z S— Finish Ducts Underground Interior Lath Ventllat Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping IV10816EHI&E INSTA L TION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS cla _-7� o� qday TS 5 o' II l 3/79 pw Je (NOTE: A15 entry must be o fo(m each time you visit the/job site.) A&Zee meq° /Ozj aego 'Prl PLUMBING --Above Floor Permit No.. 1. Water*Heater--Vent--Access--Combustion'Air 2. Water Pipe --Test & Anchors --Nail Protection 3 Drain Pipe--Test--Fittings & Anchors--Nail.Protection 42" Test 4 Shower Pan --Test, First floor --Tub Access - 5. Test Tub & Shower, second floor --Tub Access 6. Gas Pipe --Size'& Anchors 7 Sign Job Card .................................. ALL OF ABOVE COMPLETED EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED Date: ELECTRICAL -=Above Floor Permit No. 1. Clearance & Insulation Protection at Flush Light'F ixtures 2. Elec. Receptacles Spacing --Lights & Switches at Doors 3. Size Boxes & No. of Conductors --Stapled 4. Romex Installed Close to Edge of Studs & C.J. 5. Equip. Ground made up w/Mech. Fasteners 6. 2 Appliance Circuits in Kitchen & Conductor Size 7. Sub Feeders --Wire size ga. Cu or Al, Breaker Size Q Amp. -- Insulated Neutral, Yes Q No Q 8. Range Circuit Q ga. Cu or Al, Breaker Size Q Amp. --Oven Circuit ga. Cu or Al, Breaker Size Q Amp. 9. Service --Riser Conductors & Ground ' 10. Bond Gas & Water Pipes 11. Clothes Closet Light --Shower Light 12. Sign Job Card ALL OF ABOVE COMPLETED _ 1. _/ EXCEPT + ' i Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED Date: MECHANICAL --Above Floor Percrit No. 1. A.C. Ducts --Insulation & Support 2. Vent Fan --Exhaust Above Insulation 3. Condensate Drain & Overflow --Size & Grade 4. Furnace--Vent--Access-Comb.Air--Return Air Vent --115V Outlet 5. Attic Access & Platform if Furnace in Attic 6 Sign Job Card ALL OF ABOVE COMPLETED E:7 EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED Date: -3- F INAL Permit No,Z,Sj '` 40 2. _-Ey'rtrance Steps, Door & Sidelight Protection Smoke Detector ' 4. F nace--Ven s Cleara ces Combustion Air Co c o Gara a-Hei t & Mech.Protection 5., room Exiting .F.I. & Bath Xxtures 7. Electric T & Sub Panel - el & Rails 9. izgplace or Stove--Clleara ces Hearth 10.L.Elreftric Outlets at Wood Panel --Int. & E ll.ixtfidres & Appliances in Kitchen--Grou ed--Air'Ga--Cookin Clearance 12.vEUdtrical Outlets & Receptacles at Kitchen Counter ara e Fire Door --Swing & Landing. Closer 141. A. : Duct in Garage-/lZM ater Heater- -Ve , Cleara , Combust Aire P.R. ., Conne or fn Garage -Height & • Mech.Protec it walls 0 enin --A ectrical Rece tacles in Garage Romex rotect 18. ns lation- Looked in Attic es 19. e s at Exf. Doors & Landings ils and D-ack Constructio / 21. oundation Vents &.Crawl ole oor--Drainage & Wood -Earth Clearances -- L oked Under Floor Yes 22. ollowing Ins�ta�ed: Drive Yes J _j No; Walks Yes `� No; P ters or W' Walls %w/ Yes No --- Creating DraTn ems 7'7 Yes No 23. •. Unit --Disco ect C1 ara es Bre er C nducto Size-- 5V 6aflet 24. 'ts Above Roof --Plum n A li es Fi ace--Clearan to 0 enin s 25. a er Well -Disconnect Electrical Plumbing 26 erior Electrical Trim & G.F.I. Receptacle 27.L4entilation Throughout House ss Protection 29.p4rrections from Previous Inspections 30. Test --Meters Tagged -Gas & Electric ter upply & Sewage Connected Energy Compliance Certificate 33. Sign Job Card -_ ALL OF ABOVE COMPLETED /% EXCEPT ei. Signed• ABOVE LISTED CORRECTIONS COMPLETED / Sianed: -4- SIGN s _ 6 DUP •- TO e _ . _ .. FROM BUTTE COUNTY LARRY'S HEATING +&-AIR CONDITIONING 2350 A Park Ave, Chico Calif. RE: G.E. WEISS `°- (916) 895-3323 RTE. 3 BOX 131 CHICO, CALIF. 95926 SUBJECT DATE GAGE METAL REQUIRED: 5 120 80 MESSAGE ALL-METALON MR. WSISS RESIDENCY IS 26 GAGE, OR HEAVIER.- ,f i LA�RY BUMGARDNER tit REDIFORM.4S468 POLY PAK (SO SETS) 4P468 ❑ NO REPLY NECESSARY 'i I' i SIGNED r F-1 REPLY REQUEST=D - USE REVERSE SIDE t .+RES IDENT IAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT A -6'P. NO . (location) BU ILD ING PERMIT N0.15 , J. %9 9 � _7 /41 THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item -or write N/A if not applicable) INSULATION: GLAZING: Slab Edge. Single Glazed Fdn. Walls Special (Insulated) Floors CERT.'& LABELED WDS/.� Walls R 17 & .SLIDING DRS. Ceiling/.Reef `/ a p WEATHERSTRIPPED DRS. Ducts BACK DAMPERED FANS I-- Circulating iCirculating Pipes INTERMITTENT IGNITION DEVICES APPROVED HEATER t! CERT. APPLIANCES APPROVED WTR.HTR. I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION -REQUIREMENTS AND AGREE- TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name k/ i,S w '67 Signature of ,�l P's prin ) Insulation Applicator —ZAP State Contractors License No. General Contractor/Owner Name 62 6- ase print) Signature of ll General Contractor/Owner Date of State Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND -SHALL BE POSTED IN A CONSPICUOUS --OCATION WITHIN THE DWELLING. - or' - COUNTY OF BUTTE = DEPARTMENT OF PUBLIC WORKS i- 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT / authorize representatives of the County of Butte to enter upon the above -m n2' ropertty for inspection purposes. Date 2,2 Signature of PermmiiteeorrAAgent Receipt No. �U 8`"'', White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provision%of the Butte County Code and/or resolutions to do work indica{(ed above for which fees have been paid. DIREC3eP,-e1F PUBLIC WORKS BY Date -1—1 Z — l wilding permit expires Date BUILDING Owner �)� �i55 SQ. FT. OCC. BUILDING VALUATION DSS i /00 • D Mailing Address ��, �j �jQ I�j J el, 050. a �75_ Contractor Mailing Address Fireplace MA -S 000,0v Total Valuation Z16 6 75. Telephone No. Permit Fee np Building AddresscJ j (PASA -0 Plan Checking Fee&/or Penalty Permit Fee 9,00 CO At 4J AV e tJD PLUMBING No. @ FEE PERMIT FILING FEE $3.00 5.00 Each Trao D 1.50 00 �9 -Htco -pair drainage or vent piping 1.50 A. P. No. 4-0-3 4 � l Zoning & PI ning Water piping 1.50 Each gas water heater or vent 1.50 3,00 F on Fire Dept. Fire Zoe Use Pe it Gas piping system 1 - 5 outlets 1.50 j� s EQA Parking Plans Parcel Declaration W� 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Pla s Recd Parcel Ap roval Plan (pp rovaI Lawn sprinkler system 2.00 NEW ADDITION UTILITIES ❑ OTHER ❑ Permit Fee $ , 8U .$wiLflea ELECTRICAL No.1 @ FEE PERMIT FILING FEE J$3.00 , 00 Main service 600V OR LESS 100 AMP OR LESS 5•Q� Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service O100 AOVER sMPovR LESS o 25,00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLIN 4' OR ADDNS. ACC. BL ) .(�'� CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: Y NEW CONSTR MULTI. UTL T NON .RESID. BRANCH CIRCUITS ) Eft e NEW CONSTR. (POWER APPARATUS & NON.RESID. SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXTIIRES g L ism Ex: OCCU FIXED APPLNS. OR p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 H I am exempt from the Contractors License Laws of the State of California. Permit Fee $ S7. & V $ s% WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Wo en's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL Mo. @ FEE PERMIT FILING FEE $3.00 9,00 Heating Q 00 ,pp , ®0 Cooling .5-0 %s 5 -0 Ventilation Hood 2.00 .0 Permit Fee $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances State Laws relating to building construction, and hereby Land Development Fee TOTAL PERMIT FEE $� Te, authorize representatives of the County of Butte to enter upon the above -m n2' ropertty for inspection purposes. Date 2,2 Signature of PermmiiteeorrAAgent Receipt No. �U 8`"'', White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provision%of the Butte County Code and/or resolutions to do work indica{(ed above for which fees have been paid. DIREC3eP,-e1F PUBLIC WORKS BY Date -1—1 Z — l wilding permit expires Date RESIDENT IAL 'PLAN dHECKING GUIDE (S.F., DUPLEX, & MISC. ONLY) � � —W �I� Bldg. OWNER A.P. A. GENERAL ® Zoning requirements.(sideyards and parking). 7?Valuation. Signature by R.C.E. or Architect (if' required). B. PLO PLAN omplete parcel size and dimensions. Setbackq, sideyards, easements, etc. ' Other buildings or structures. Grading, fills, drainage. Perm t� # # ,3c i E C. FLOOR PLAN Jt�Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). i ly'� Allowable glazing for energy requirements (20% max. per.State law).' Human impact glass (Sec. 5406). 6. Required room sizes, ceiling heights (Sec. 1407). �! .F.C.I.'s in baths and exterior outlets (Sec. 210 -8). - Light fixtures, switches, receptacles, and exterior receptacles for'maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical or gas quipment, and plumbing fixtures. 1 Garage firewall, door size, and closer (Sec. 503(d)(4)). l Y/ 1- 3'0" exterior exit door (Sec. 3303d). ]2� J Fireplace location. Smoke detectors (Sec. 1413). y D: STRUCTURAL DETAILS ;Foundation plan complete enough to construct building. 00Floor construction details complete enough to construct building. 3� Elevations.and wall°construction details complete enough to construct Roof construction details complete enough to construct building. t-.,,Tireplace construction details and calcs if over one-story in height. V Sufficient data and details to satisfy energy insulation requirements E. MISCELLANEOUS ITEMS TO LOOK OUT FOR .CCX plywood on exposed locations and overhangs. Stairway details (Sec. 3305). 3,,e' Guardrail details (Sec. 1716). y.•* Brick or stone veneer (Chapter 30) . Exterior plaster-- weep.screeds (Sec. 4706 & 4708). 6�Proper roof pitch for roof covering (Chapter 32). 7! Rafter ties or bearing ridge beam. Garage door or porch header sizes. V.Adequate bracing. 1e Living area over garage - complete 1 -hour separation required walls and posts,�etc. Two (2) exits on three-story dwellings (Sec. 3302). building. (State law). i including supporting I PERMIT NO. 769-88B.E PERMIT EXPIRES 3 D- OWNER oP CONTR. nldn Pr ASSESSOR -PARCEL An'U-1 r) LOCATION 594 Pecan rf-)m nnprnLq, Chi rn Temp. Power Pole Called PG&E Temp. Elec. Se Called PG1 Temp. Gas Ser "lied PG! JOB FINALED Signature COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 i 7 County Center Drive, Oroville — Phone:`538-7541 747 Elliott Road, Paradise— Phone: 872.-6307 CORRECTION NOTICE OWN 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. Inspector z ,J,. Date NTY OF BUTTE w DEPARTENT.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 OWNER PERMIT I 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 correcti n of work is completed. If you have any question pertaining to this matter, or eed additional explanation, please contact this office -irpmediately. Inspector XV �. Y 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 r 6 ass C;,,, �-'� OWN'Ell 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, orneedadditional explanation, please contact this office immediately. J l�/27�� L S GL 0 Inspector Date = OK 0 = Not'OK ._ • NotReaable = dyMOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, Plan OK except #'s 1. Zoning Requirements -Setbacks -Easements Ni Zoning Req irements-Setbacks-Ease nts' 2. Soils; Special MH Support -Sketch 1 Footings; Soils- ize--Npth- ng -Con tors- I 3. Sewer; Location -Test -Fall -C/O -Concrete 3-BeGk&rGffder9­lFd/or Joist; -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4.Wood osts-Beam s_Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG lumns-Connections-Splice-Decal-Enclosures ( 6.Gerper4s Windows -Doors 7. Utility Clearance j�� ? ec. -X8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses *9. Siding; Nailing -Veneer -Stucco -Mesh . Card -B1 Date Card -B1 Date wp0. Roof; Shthg-Roofing. - Card -B1 Date Card -B1 Date ( 6 -1 -Ext.; Steps -Doors -Landings ' Date MOBILEHOME INSTALLATION (Plans) OK except #'s c 1. Zoning Requirements -Setbacks -Easements .Card -81 . ?Card -81 Dat and -81 Date :Z��l�— Da ,-Card-B1 Date ' 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances IDate POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector +j 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector ) 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval ; 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy ' S. Elec.; Pool Lighting; 15 volts-3FI I 6. Elec.; Enclosures; Conduit Ertries-Terminals-Listed 7. Elec.; Bonding; Metal w/5'-CLculating Equip. -Heater 8. Elec.;Grounding; Equip. w/5'- irculating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboar�ls-Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card-Bt Date Card -B1 Date f 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test i { Card -B1 Date Card -B1 Date 1Card-B1 Date Card -B1 Date = OK = Not OK - =Not Ap9 licable RESIDENTIAL (Single and Duplex) = Not'Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Clg. " 59. Infiltration-Walls-Wndws Card -131 Date Card -B1 Date Card -131 Date Card -81 Date Card -81 Date Card -B1 Date Card -131 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent=Access-Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection •60-fi-Steps-Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection Xal_Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 63. Bed oom Exiting th Fixtures & Tub Access -S a Elec. rim Subpanel; B iz -Labels Card -131 Date Card -131 Date 66. Stairs & Rails Card -61 Date Card -131 Date 67. Fireplace or Stove; Clearances -Hearth 68. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Elec. Outlets &Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 71. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 72. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 73. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- ir-Connector-P.R.V:In Garage; Above Floor-Mech.-Protection In 27. 2 Appliance Circuits in Kitchen & Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or AI 75. Elec. Receptacles in Garage; ( - mex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76. Insulation -Foam -Looked in Attic ❑ Yes 77. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 78. Fdn. Vents & Crawl Hole -Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 79. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 80. Stucco; Brown -Finish Card -131 Date Card -81 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -81 Date 82. Vents Above Roof; PIbg.-Appliance-Firep l. -Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well;_Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. .Class Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet W. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -131 Date Card -B1 Date Card -131 Date Card -131 Date Card -B1 RA. Date7�&XCard-B1 Date Card -131 Date Card -131 Date Date FRAMING (Plans) OK except #'s 38. Sills, Proper Material & Anchors Card -B1 Date Card -131 Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit lob site) .. - ...F 1 . ' .-I , COUNTY OF BUTTE - DEPARTMENT OF PUBLIC 7 County Center Drive - Oroville, California -05965 - Telephone: APPLICATIQN A(dLPERMIT WORKSERMIT NO/ 916/538-7 1. ASSESSOR PARCEL N MBER Z NING 1g 4, F_s� BUILDING PERMIT OWNER \ TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S M/ P4, RE� is /LT7 G S i����fl �" r{�+ //'� a `' �+ / 00 L /, (/Q CONTRACTOR'S NA f TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation I $ 14 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS - Permit Fee $ , U ARCHITECT OR ENGINEER - LICENSE NO. Plan Checking Fee - $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDATS9 C=7 Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Fili Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME ,rr PARCEL MAP Water piping 5.00 Each pas water heater or Xat 5.00 . USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other .5Tl0R 1C' SPE IFYMobile Gas piping system 1 - utlets 5.00 Building sewer 5.00 Home S G U! 0.00 Be TYPE OF WORK New Er Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: 44 V Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 - Main service e00V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 %MP 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 1, as the owner, Or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.5 , OR ADDNS. ( ACC. BLDGS. /20sgft NEW CONSTR TI.OUTLET 2,50 ea NON.RESID .BRA C CIRC I S POWER APPAR A -US e SINGLE OUTLET CIR. Ex. Occup t o®aoe OUTLETS OR FIXTURES eAL030 FIXED APPLNS. :)R EX. Occup. OUTLETS (RESID-) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Yirin 15.00 g Permit Fee $ - U 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. ©tel 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 $ 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 agains . i� consequence of the granting of this permit. X Date a'v Signature of Applicant — Owner PUT Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Q 11 occu P, ^� CONST.TYPE JSCI,10.1111LO11ARC[ PD ;DJ SSUE This permit is hereby issued under si ins of the Butte County Cade and/or work Indicated above for Mich DIRECTOROF PUBLIC By PE T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ^� LWion eceipt No. HITE-O.P.W.. •ELLOW-A3e1330R, PINK -INSPECTOR, GOLDENROD -APPLICANT r _ - tL t {. COUNTY OF BUTTE - DEPARTMEN-r-OFVUBLIC WORKS -BUILDING 0IVISION - t- / 7 COUNTY CENTER DRIVE - OROVILtE;�ALIF 1IA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER S A. P. No. q0-_t?7 Proposed Building Use /:' Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing andJor issuance: I 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. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , . . , , , Letter of signature authorization. . . . . . . 10. Sanitation approval from� Health Dept. CAME 1. Planning approval for (A) Use: (B) Parking: . 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) .. 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to 17. Pre -Inspection for Required. Building Inspector (Date) 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. t 20. Plot plan approval from city of 21. Engineered trusses 'in duplicate (required prior to plan check).- 22. heck). 22. When you issue the permit, process as follows: Mail to owner, Mail to contractor. �/ Telephone �,7 3 3Sf� and hold for pickup atm office, DelivBr w/inspector. Other` Applicant ADare Copy of plans sent Health Dept., Fire Dept., Other Date The following data must,be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. A*— 2. Additional items required: /�✓ e. -t- AT .r Contractor, designer, owner, was advised of above required data by_phone_-jnail—counter by date Contractor, designer, owner, was advised of above required data by—phone—mall—count"r date Plans checked by • J • Date -=Z-- 2—?-- _09 P I ans approved by Date Sets of plans on hold in File cabinet AP folder 1� Copy—DPW i TO Buildinq Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner l �- ►� I�aS Z)b - >4 ; 5 Loc tion AP# Plan Approved for: Sewaqe Disposal Hbld final for: Final clearance O.R. for: Clearance for _ bedroom mobile home. Otnnher. L NOTE * * * 04A S itarian Water Supply Water Supply Water Supply Date i I COUNTY OF BUTTE - Department of Public Works 4 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION 1 Attention Property Owner: An 'owner -builder" building permit has been applied for in your nae and bearing your signature. j m 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. E 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) signed an application for a building permit for the proposed work. 1 3. I have contracted with the following person (firm) to provide the proposed construction: Name i Address City i Phone Contractors License No. I f 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: 1 Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property.Owner Social Security Number 1 Date - NOTE: This Owner -Builder Verification is sent to you as required by.Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to -our office before we are per- mitted to issue the permit. i 1 _ ChXCoOto t C-4 12►4 7T' 77r 3 �leGLrlC.�l1�/ /Pc{dLCU Heating Neat Pumps I..I(f.. I ow... &-. .. tV-- / Reference Supplementary Heater Control Reference Oectrical Resistance Space Reference for Full -Load Heating Equipment ! Er,*W Input and O Requirement for Reference Manufac±urees Maintenance Procedure, Full and Partial Capacity aril stand -Bye, Inpugs) and Outputs) Specification Reference Statement that the Budding Reference Design Substantially Cprnplies w" the California Energy Commission Regulations for New Nonresidential Buildings ShT sh,r tN-I r r ' kp 3 U �r OG. wiz• -w r,P /?rooc 7-/4- 0.5v .s.1 ?,C.gXzsztl — G.,C& # (f)/C- O?9pAOPJ ��A in reterl and wholesale stores per 2-5319(h) .. . . . . [ ] Automatic control of displayCgghtiin retail ' [/d wholesale stores per 2-5319(h . . indem wiring of one- and three -lamp luminaires per2-5319(i). . ..... . . . . .. . .. . . Daylighting. and Lumen Maintenance Controls (when applicable) [ ] Uniformly illumination reduction to one-half per 2-5319(e)1 . .... ... . . . . .... . [ ] Flicker free'opemdon and no premature lamp failure per 2-5319(e)2 . . . .... . . . . ... . . [ ] Time delays to prevent undesirable coding per 2-5319(e)3 . . . .... . . . .. . .. . [ ] Step switching devices with separation between on/off settings per 2-5319(e)4 . . . .... .. . . . jrj voIuuw "VP%V V4WIPI IL POO c -%Cj . . . . . . . 1p�C rtified plumbing equipment per 2.5314(a) . . . . . . [ eating and coding equipment efficiency per 2-5314(b) / (grilotless ignition of gas appliances per 2-5314(c) . . (Automatic controls for off -hours, per 2-5315(a)1 . . . . �„� ermostat set point requirements per 2-5315(a) , . , [.uential control of heating and cooling per 2-5315(a)3 . (matic exhaust fan dampers per 2-5316(b) .OOO: [v] O errnostat controls for each zone per 2-5315(b) . . (ventilation provided per 2-5316 and 2-5343 . . . . . . eaters for domestic, hot water and/or pools per 2-5318 . Forth Revised September 1986 Pape -_ of Em Engineering Services 620 E. Valley Boulavard,'Suite B Colton, Califormia 92324 (714j 824-9535 I STRUCTURAL CALCULATIONS CUSTOMER: Gary Wiess/ Clark Blgs. ®ATE: 1-22-88 1 J013 NAME: 537-8 t CONTENTS A. Shts. 1-3 Foundation ®e . c• Q�pF ESS/OH 3 r 3091 EXP 3/31/88 ClIVI -Of �At�Fp@ r Em Engineering Services 620 E. Valley Boulavard,'Suite B Colton, Califormia 92324 (714j 824-9535 I STRUCTURAL CALCULATIONS CUSTOMER: Gary Wiess/ Clark Blgs. ®ATE: 1-22-88 1 J013 NAME: 537-8 t CONTENTS A. Shts. 1-3 Foundation ®e . c• Q�pF ESS/OH 3 r 3091 EXP 3/31/88 ClIVI -Of �At�Fp@ Engineering Services 1/22/1988 L.•John Szekely, P.E. 14)35:35 620 E. Valley Blvd., Suite B Colton, California 92324 Sheet of Job, Number = 537-8 Customer Name GARY WEISS - (CLARK BUILDINGS) Job Location CHICO CAL. FOUNDATION DESIGN'. 1 ---------- ----------------------------------------------- ---------------------- P = 6.00 kips (Dead Load + Live Load) Closed Building PU = 4-4.0 kips (Net) Allowable Soil Pressure = 1.00 ksf H = 2-50 Use ( 1') 11.3 x 10'-0" Hairpin- (2) airpin(2) 3/4" A.B- w/ (1) 3-0 x 3-0 x 0-8- Long Thrust Angle Ared'd = 6-00/( 1-00 - 0-15) = 7-06 SORT( 7.06) 2.66 Use 2'-9".x 2'-9" x 1'-0" deep. (Type 1) --------------------------------------------------- 1 CHECK UPLIFT Pr - 1-13 k (( 2.75)-2 x 1.00 x 0.15 wt.) :�••44 k ( 2-75 x 4.0 x 1-00/ 6-00 x 1:33 friction) 2.34 be Wt. furnished by 4" slab- ----- M = 0.85 x 0.05 x (Lc)^2 / 2 ELM - = 5.91 k" f = 70-00 PSI S = (32.00)in-1,31 C12" Strip) M = 0.07 x 32-00/ 12.0 0.19 0.021 x (Lc)^2 = 0.19 x 1.33 Lc = 3.42 Wt- _ ( 3-42 + 3-42)^2 x,0.33 x 0.15 =.2-34 ** UPLIFT OK it Ca-8E1.1.11C FOR R11::' l AR Mr (Conc) W/O Steel; S = {{ 1.00 x 12-0)^2 / 6-O) x 12.0 Mr = 288-00/12.0 x 0.070 = 1.68 M = CL)^2 x W/2 Max L W/O Steel L = SORT C 1-680 / 0.397) = 2.055 ** NO REBAR NEEDED ** LIl4J, 1ICCijny mac§ vie... =. 7l�:;'/.:h73�S Z• John Szekely, P -E i 14:'37=48 'G20 C - Valley Blvd - Suite B Colton; California 92324 S6ee�et of i Job Num6er 5,37-8 Customer Name : GARY WEISS (CLARK BUILDINGS) Job Location CHICO CAL- .. i I I i FOUNDATION DESIGN CONTINUED - P = 4-60 kips (Dead Load + Live Load) Closed Building Pu == 3.30 kips (Net) Allowable Soil Pressure = 1.00 ksf I i Areq'd = 4-60/( 1-00 - 0-15) = 5-41 SORT( 5.41) = 2.33 Use - 6" x 21-611 x 1'-0- ( Type 2 ) ------------------------------------------------- CHECK ------------------------ CHECK (.UPLIFT I Pr = 0-94 k ( f ,!b-50)"2 x 1.00 x 0.15 wt -)i' 2-22 k { 2.50 x 4-0 x 1.00/ 6-00 x 1.33 friction) 2.34 k Wt. furnished by 4" slab- ----- M = 0.85 x 0.05 x (Lc)^2 / 2 J-50 k f = 70.00 PSI S = (32.00)in-11-3 1 (12" Strip) M = 0.07 x 32.00/ 12.0 = 0-191 0-021 x (Lc)^2 = 0.19 x 1.33 Lc = 3.42 ! Wt- _ ( 3'•42 + 3-42)^2 x 0.33 x jO.15 = 2.34 ** UPLIFT OK ** i i CHECK FOR IF'(IE:::iEln yff:Y j I Mr (0cync) W/O. Steel; S = ( ( 1.00 x 12.0)^2 / 610) x 12.0 Mr = 288.00/12.0 x 0.070 = 1.68 I M = (L)^2 x W/2 Max L W/O Steel L = SORT ( 1.680 / 0-368) = 2-137 I ** NO REBAR NEEDED ** i ! I I� i EnginelyIng'Services Z- John Szekely, P -E- 620 E- Valley Blvd., Suite B Colton, Califarnhw 92324 Job Number = 537-8 Cuuntomer 'Name GARY WEISS (CLARK BUILDINGS) .Job Location CHICO CAL. FOUNDATION DESIGN CONTINUED - ---------------------------- P = 2-30 kips (Dead Load + Live Load) Pu = 1.65 kips (Net) Allowa0le Soil Pressure = 1.00 ksf Areq'd = 2-30/( 1-00 - 0-15) = 2.71 1/22/19SB 1#:38=40 - 31 eel of . Closed Building SORT( 2.71) = 1.64 Use 1'-9- x 1 ' -S" x 1'-0- deep - ( Type 3 ) ------------------------------------------------- CHECK UPLIFT 0-46 k. 1-55 k 2.34 k sum- = 4.31 k CHECK FOR REBAR (( 1 75)^2 x 1-00 x 0-15 wt.) 1.75 x 4.0 x 1.00/ 6-00 x 1-33 friction) Wt- furnished by 4" slab - M= 0-05 x 0-05 x (Lc3^2 / 2 f = 70-00 PSI S = (32.00)in-^31 (12" Strip) M = 0.07 x 32-00/ 12.0 = 0.19 0.021 x (Lc)^2 = 0-19 x 1.33 R Lc = 3.42 Wt- = ( 3.42 + 3.42)^2 x.0.33 x10.15 = 2-34 ** UPLIFT OK ** Mfr Mono) W/O Steel; S = (( 1-00 x 12-0)12 / 61 O) x 12.0. 2 Mr = 288.00/1.0 x 0-070 = 1.68 M = (L)^2 x W/2 I Max L W/O Steel L =.SORT ( 1.680 / 0.376) = 2-115 ** NO REBAR NEEDED ** CAPITOLS STEEL BUILDING SYSTEMS IC80 # FA317 Customer Sheet # - I Description 4D ' x g0 ' k 14' rin r SIT Job DESIGN CRITERIA This structure as furnished by Capitol Steel Budding Systems is designed using the criteria list below," which is in accordance with the provisionsw of the Uniform Budding Code (UBC). and the Metal Budding Manufacturers Association (MBMA). Capacity for toads greater than these or for' load combinations other than shown below is NEITHER INTENDED NOR IMPLIED. A. BASIC LOAD 1. LIVE LOAD 12 " ZD PSF 2. 'MND LOAD 75 MPH (1982 UBC PER IC80 #4018) 3. DEAD LOAD PSF (INCLUDES LOADS FROM ITEM 5) 4. CRANE LOAD a.. CAPACITY MAX WH LD MIN WH SPCG b. CAPACITY MAX WH LD 5. ADDITIONAL LOADS a. b. G IL LOAD COMBINATIONS 1. DEAD + LIVE (D+L) 2. DEAD + WIND (D+W) 3. 4,. 2 1. REACTIONS (,,!D 900F' USE. (.2 )3/� Otto. AZ:s W/Bearing 'Angle D+W +_2,5k Ttll.ok CAPITOLilm STEEL BUILDING SYSTEMS IC80- FA317 Customer GQRY SUS Sheet # . " 2 Description 40X -So X 14 14T, Job. # REACTIONS @ �-:QLi-Ds�v SutLu7im6 USE: (2) 3�� oto. A.Ws WAWOM9 A44 D+L 2,5 —j D+W �, 2 Tz,aK 3�s" �.aK � to Oic REACTIONS USE . C ) -010L A.8:4 W/681rbq Anis D+L CAPITOLig STEEL BUILDING SYSTEMS P'll, �-°�CAPITOL`-' STEEL BUILDING SYSTEMS '°°' eOO°� Purlins Use 8" x 2 1/2' x'I Co Go "'L" LL = 20 psf OL t,,bpsf . Cont. ® 5' o/c See sheet C-2 M max = "k Fb y kst < Fb 3.6 Fy - 30 kst Fy - 50 kst 2 �� �� �,u,8�✓.ti�r�rs Eave Strut Use 8"x2"x4"x16 Ga Fy 3 50 kst Mmax = 1/2 ( Ok) OK By G— Use 8" x 2 1/2' x I(o Go WL = lf,11 psf ® 71 Mmax =561.9-k Fb 25►4 kat' < Fb "..6 Fy a1.33 a.40 Wd Fy = 50 w . Rake Beam Use (2) 8" x 2 1 /2" -x l is G * " LL. l Co psf OL psf Fy a 50 kat Mmcx a 120Ok Fb = ZIP$ k!d < Fb a 30 kst- bv End & Comer Posts U se_8.x 2 1 /2 z 1-65 Ga "3" WL = 12.1' psf Fy Q 50 kat Mmax Q 7S'k Fb a 38.6k9t < Fb 30 kat x 1.33 =4D ks► 0k CAPITOLi% STEEL BUILDING SYSTEMS Section Properties Super Span Sheeting 6' 6' 1' .�" J-4 I L Effective Pcnel Properties TOP Flat in leattom Flat Total Weight Ix Sx I Ix I Sx Sheet Number MEAN 191211611_ Super Span Allowcble Load (Lbs./Ft=) Gage Span 3'-6' 4'-0' 4'-6' S' -O' S-6' 6'-0' 25 Simple 81 62 49 8 x 2 1/2 x 12 Ga. C . Z 40 33 27 12 0.65 75 52 36 8 x 2 1/2 x 16 Ga. 31 26 20 15 4.02 -Span 1174 106 81 64 52 43 36 122 84 8 x 2 1/2 x 14 Ga. 3E. 61 46 35 4.98 3 -Spon 127 97 77 8 x 2 1/2 x 12 Ga 3C 62 51 43 6.82 1.30 140 94 66 Section Properties 47 36 27 24 Simple 125 96 76 3 -Plate Built-up Shapes 61 51 43 Fy - 42,0 KS1 Min. 115 79 54 Area 39 30 23 Ryy 2 -Span 140 107 85 3.51 68 56 47 1.22 1.36 248 161 115 378 84 63 49 1.17 3 -Spon 175 134 106 405 86 71 59 1.13 1.31 192 129 91 4.32 64 49 38 -Top Values Based on Stress. 16 5 x 1/4 10 Ga. -Bottom Values Based on Allowable Deflection of VaO. for L/240 and L/360 Allowable Oeflectlans. Multiply Values Tabulated by .75 do .50 Respectively. -Wind Loading . Multiply Tabulated and/or Calculated 26 1 .0217 1 .887 1.0322 .0313 .03%351 0.4071 Values By 1.33 24 1 .0276 1 1.150 1.0485 .0484 .0460 .0W81 -Stam Values Based an HI Tensde. 80.000 PSI Yield or Greater Section Properties Coldformed Light Guage Shapes Fy • 50.0 KSS Mtn. Size IWt/Ft Thk Area Sxx Syy Rxx Ryy 8 x 2 1/2 x 16 Ga. C . Z Z91 0.060 0.85 Z01 0.36 3.08 0.92 8 x 2 1/2 x 14 Ga C.Z 3.63 0.075 1.06 2.49 0.46 3.07 0.91 . 8 x 2 1/2 x 12 Ga. C . Z 4.98 0.105 1.46 3.41 0.65 3.05 0.90 _ 8 x 2 1/2 x 16 Ga. 31 5.82 0.060 1.70 4.02 0.72 6.16 1.84 - 8 x 2 1/2 x 14 Ga. 3E. 7.26 0.075 2.12 4.98 0.92 6.14 1.82 8 x 2 1/2 x 12 Ga 3C 9.96 0.105 2.92 6.82 1.30 6.10 1.80 Section Properties 3 -Plate Built-up Shapes Fy - 42,0 KS1 Min. Depth Flange size Web Wt/Ft Area Sxx Syy Rxx Ryy Rt 8 5 x 1/4 10 Ga. 12.25 3.51 10.57 1.30 3.47 1.22 1.36 10 5 x 1/4 10 Ga. 1319 378 13.81 1.30 4.27 1.17 1.33 12 5 x 1/4 10 Ga. 14.13 405 17.23 1.30 5.05 1.13 1.31 14 5 x 1/4 10 Go. 15.06 4.32 20.83 1.30 5.81 1.10 1.29 16 5 x 1/4 10 Ga. 16.00 4.59 24.62 1.30 6.55 1.07 1.27 i C APITOLorm. Sheet # STEEL BUILDING SYSTEMS Job- # LONGITUDINAL BRACING i WL = 12, I PSF; AVG HT = 14, 8 FT; BS = 20 FT. WIND LOAD @ EAVE =,012 KSF xFT x42 FT = I,Q� K BRACE (► } BAYS MAX TENSION = USE: 3/8'"0 ASTM l ,8 K x 24A= 2, Z K # 20 I A475 CABLE EXTRA HIGH STRENGTH GRADE, BREAKING STRENGTH = 15.4 K I F.S. = 15.4 = 7,7 09 v 2,2 � I C AP IT O'L On. I STEEL -BUILDING SYSTEMS i MEM3�# I i Sheet # Job # �CO 60 M�rngER # 3 1/2" BOLTING`�w� (A 1IOTE � ' Fu146E. %0T" s lox % Fig: RooF Duca , Fc.�.Sit� ,1�T ENv 1 DE�tN ENv � D�YTN rz %s" %0T" s lox % Fig: RooF Duca , F DATE 1/201/98-3 TIME 19:04:11 CAPITOL STEEL BUILDINGS 2000 Sanguinetti Lane Stockton', California 95205 (209? 466-4215 NEISS PROJECT NO 6 STRESS ANALYSIS FOR MEMBERS 1 TO 2 INCLUSIVE L E F T E `X T R 'E 'M I T Y R I G H T E X T R E M I T Y WEB ------------------------------------------------------------------------------------------ ----- PT AXIAL STRESS BENDING STRESS STRESS AXIAL STRESS BENDING STRESS STRESS SHEAR NO COMPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO COMPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO RATIO (KSI) (KSI) (KSI} (KSI) (KS!-) (KSI) (kSI) (KSI) 1 1.69 i8.40 .00 25.20 .092 1.64 18.40 .00 25.20 092 .136 2 -.96 25,20 4.73 25.20 150 1-63 18.2: 5.81 25.20 .293 1301 1.58 13.:17 -10.35 25.20 .323 1.58 18.07 10,44 25.20 .4?? 130 4 1.53 19.74 -1:x.95 25.20 .476 1.53 19.74 14.07 25.20 .619 .130 5 1.43 19.67 -16.85 25.20 .594 1.49 19.67 16:99 25.20 .733 .130 6 1.43 19.60 -19.21 25.20 .689 1.47) 19.60 19.37 25.20 .825 .137 GEOMETRIC PROPERTIES FOR MEMBERS i TO 2 INCLUSIVE y: r T7 a i! D E S r P I P T. 0 �! FULL SECTION PROPERTIES -------------------------------------------------------------- ------------------------------- '3 P? T LEF =Lei'+GE RiSHT rLA?'GE W _ : NON, 7F SErTTrN `ODULUS NO LOCATION WIDT^ THK U N B R LGTH WIDTH THK UNBR _;;TH THK EI HTS SPACE AREA INERTIA L E F T R I �+ (FT) (IN) (IN? (114? (IN) (IN) (IN) (IN? (IN) (IN) (IN21 (1N4) (IN31 (IN3) 1 .Ot) 5.0 .250 86.0 5.0 250 56.0 134 7.50 .0 3.5 42.3 10.57 10.57 2 2.50 5.0 .250 86.0 5.0 .250 96.0 .131 3.40 .0 3.6 53.4 12.00 12.00 3 5.01 5.0 .250 86.0 5.0 .250 86.0 .134 9.30 .0 3.8 66.0 13.48 13.48 4 7.51 5.0 .250 64.4 5.0 .250 64.4 .134 10.20 .0 3.9 80.2 14.98 14.98 5 10.02 5.0 .250 64.4 5.0 .250 64.4 .134 11.10 .0 4.0 95.9 16.53 16.53 6 12.52 5.0 .250 64.4 5.0 .250 64.4 .134 12.00 .0 4.1 113.2 13.11 1B.11 FLANGES WEB YIELD STRESSES (KSI-) 42.0 42.0 F3 DATE 1/20/1988 TIME 18:04:13 CAPITOL STEEL BUILDINGS 2000 Sanauinetti Lane Stockton, California 95205 (209) 466-4215 NEISS PROJECT NO 6 PROPERTIES FOR STRESS ANALYSIS FOR MEMBERS 1 TO 2 INCLUSIVE L E F T FLANGE RIGHT FLANGE PT--------------------------- --------------------------- NO CB LIRT LD/AF CB LIRT LD/AF KL/RX „L/RY CM F'E 1 1.575 63.389 550.462 1,575 63.426 550.462 53.400 70.585 .550 43.784 2 1.575. 63.838 612.389 1.575 63.877 672:389 59:096 71.791 950 42,174 1,575 64.284 674.316 1.575 64.326 674.316 59.731 72.977 .850 41.855 . 4 1.000 48.433 550.898 1.000 48.465 550.898 60.343 55.478 .850 41.011 1.000 48.762 597.235 1.000 48.796 597.235 60.924 56.338 .850 40.232 6 1,000 49.089 643.572 1.000 49.125 643.572 61.479 57.185 ,850 39.508 MEMBER FORCES FOR MEMBERS 1 TO 2 INCLUSIVE ABSOLUTE M O M E N T S A:ND A% I A L F O R C E POINTMAXIMUM --------------------------------------------------------------------------- ,00 jO^,TTnN ?HEAD; MOMENT AXIAL MOM -MT AyIA;: Mf !CiTT �.:{TAL OM;NT i v_ I° MPSI i r• s�' rT r r ;V -FTI i rflr_ :�'-F ) :hjPi; (k -r I) ;k:1PSj (n, -F:, �..IP ) I;r-F1± ;k.1F`si D+' D+W D+L _ D+W 1 i 1 1 2 2 1 .00 2.31 .00 5.94 .00 -3.48 .06 5.94 .00 2 2.50 2.31 5.18 5.93 -4.70 -3.48 5.78 5.93 .18 -2.02 3 5.01 2.31 11.56 5.92 -9.05 -3.48 11.56 5.92 -.41 -2.03 4 7.51 2.31 17.34 5.91 -13.04 -3.48 17.34 5.91 -1.77 -2.03 5 10.02 2.31 23.13 5.90 -16.68 -3.48 23.13 5.90 -3.92 -2.04. 6 12.52 '2.31 28.91 5.89 -19.97 -3.48 28.91 5.89 76.84 -2.04 !1988 TIME 18:04:15 TEEL BUILDINGS uinetti Lane California 95205 -4215 !0 6 lALYSIS FOR MEMBERS 3 TO 4 IN LEFT EXTREMITY RIGHT EXTREMITY WEB ----- ------------------------------------------- AXIAL STRESS BENDING STRESS -------=------------------------------------- STRESS AXIAL STRESS BENDING STRESS STRESS SHEAR mPUTED ALLOWABLE COMPUTED ALLOWABLE PATIO COMPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO RATIO (SI) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 65 21.15 -18,02 25.20 .684 .65 21.15 18.15 23.91 ,788 .308 63 21.15 -7.4' '5.20 .265 6? 21,15 .7,49 ?3.81 '9 .2`5 ;' -° :(1 - '0 .07 10 59 21.15 7.7° 25.20 .331 ,`9 21.15 -1.81 25.20 282 .149 ..58 21.15 12.34 25.20 .513 .59 21,15 -12.43. 25.20 .466 .095 .56 21,15 14,92 25.20 .614 .56 21.15 -i5.03 25.20 .570 ,042 .54 21.15 15.50 25.20 .637 54 21.15 -15.62 25,20 ,594 .011 C PROPERTIES FOR MEMBERS 3 TO 4 INCLUSIVE S. C T I O N D E S C R I P T I O N FULLL SECTION PROPERTIES J T -------------------------------------------------------------- LEFT FLANGE RIGHT 'LANCE W E B ------------------------------- MOM OF SECTION MODULUS 3TION WIDTH THK UNBR LGTH WIDTH THK UNBR LGTH THK HEIGHT 5 SPACE AREA 'INERTIA L E F T R I G H T () (IN) (IPJ) (IPJ) (IN) (IN) (IN) (IN) (IN) (IN) (IN2) (IN4) (IN3) (IN3) .50 6.0 .250 60.2 6.0 .250 109.1 .134 10.50 .0 4.4 99.7 18.12 18.12 .67 6.0 .250 60.2 6.0 ..250 109.1 .134 10.50 .0 4.4 99.7 18.12 18.12 .85 6.0 .250 60.2 6.0 .250 109.1 .134 10.50 .0 4.4 99.7 19.12 18.12 .63 6.0 .250 60.2 6.0 .250 60.2 .134 10.50 .0 4.4 99.7 18.12 18.12 .21 6.0 .250 60.2 6.0 .250 60.2 .134 10.50 .0 4.4 99.7 19.12 18.12 .38 6.0 .250 48.2 6.0 .250 48.2 .134 10.50 .0 4.4 99.7 18.12 18.12 .56 6.0 .250 23.2 6.0 .250 23.2 .134 10.50 .0 4.4 99.7 18.12 18.12 FLANGES WEB TRESSES (KSI) 42.0 42.0 1 I !I 1 l F-1 DATE ii�20ii998 T?ME 17:14:20 CAPITOL STEEL BUILDINGS 2000 Sanguinetti Lane Stockton; California 95205 (209) 466-4215. WEISS PROJECT NO 8 STRESS ANALYSIS FOR MEMBERS 3 TO 4'INCLUSIVE LEFT EXTREMITY RIGHT EXTREMITY NEB ------------------------------------------------------------------------------------------ ----- PT AXIAL STRESS BENDING STRESS STRESS AXIAL STRESS BENDING STRESS STRESS SHEAR NO COMPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO COMPUTED ALLOWABLE COMPUTED ALLOWABLE RATIO RATIO :KSI) ;KSI) (KSI) iKSI) (KSI) (KSI) (KSI) (KSI) . 1 .66 21.13 -i8.o6 .25.20 , 709 .66 21.1' 18.80 23,91 .916 .308 2 64 21.13 -8,04 25.20 .2I'B 64 21,1' 8.10 23.81 366 255 3 .53 21.13 .57 25.20 .049 .63 21.13 -.58 25,20 .001 202 4 .61 21.13 7.18 25.20 .309 .61 21.13 -7.2 . .259 .149 5 .59 21.13 11.77 25.20 .491 .59 21.13 -11.96 25.20 .443. A- 6 .57 21.13 14.35 25.20 .592 .51 21.13 -14.46 25.20 .547 .042 7 .55 21.13 14.93 25.20 .614. .55 21.13 -15.04 '5.20 .570 .011 GEOMETRIC PROPERTIES FOR MEMBERS 3 TO 4 INCLUSIVE f _: i I O ?!D" _ v C R 1 0 N FULL 1EGT ,N PROPEo?iEs -------------------------------------------------------------- ----------------------------- O i 'd_c*T . _ANGc R GH; *;-:FLANGE _ _ ! OP 'F SE�TTnN �?Onw,i! NO LOCATION WIDTH THY' UNBR LGTH dIDTH TH; UNBR LGTri THK HEIGHT SPACE AREA IPJERTIA L E P T R I G H T (FT) (IN) IN) (IN) UN) (IN) (IN) .(IPJ) (iN) (IN) ilN2) ('P14) K) (IN3I 1 .46 6.0 .250 60.2 6.0 250 1.09.1 .134 10.50 .0 4.4 99.7 19.12 18.12 2 3.64 6.0 .250 60.2 6.0 .250 109.1 .134 10.50 .0 4.4 99.1 18.12 18.12 3 6.83 6.0 .250 60.2 6.0 .250 .109.1 .134 10.50 .0 4.4 99.7 18.12 18.12 4 10.01 6.0 .250 60.2 6.0 250 60.2..134 10.50 .0 4.4 99.7 18.1-1 18.12 5 13.19 6.0 .250 60.2 6.0 .250 60.2 .134 10.50 .0 4.4 90.7 18.12 18.12 6 16.38 6.0 .250 48.2 6.0 .250 48.2 .134 10.50 .0 4.4 99.7 18.12 18.12 " 7 19,56 6.0 .250 23.2 6.0 .250 23.2 .134 10.50 .0 4.4 99.7 19.12 18.12 FLANGES WEB YIELD STRESSES (KSI) 42.0' 42..0 DATE 1/20/1988 TINE 17:34.22 1 CAPITOL STEEL BUILDINGS 1.000 Sanguinetti Lane Stockton, California 95205 (209) 466-4215 NEISS PROJECT NO 8 PROPERTIES FOR STRESS ANALYSIS FOR MEMBERS 3 TO 4 INCLUSIVE. L E F T FLANGE RIGHT FLANGE PT--------------------------- ----------------- ------ NO CB L!RT LD/AF CB L/RT LD!AF KL/Rt KLlRY CM' F'E 1 1.000 37.349 441.525 1.'63 67.711 300.109 48.816 42.1`1 .350 62.665 2 1.000 3.'.349 441.525 1.26' 67.717, 800:109 48.816 42.141 .450 62.665 1.000 37.349 441.525 1.263 67.717 300.109 48.816 42.151 .850 62.665 4 1.000 37.349 441.525 1.000 31.369 441.525 48.816 42.151 .850 62.665 5 1.000 31.349 441.525 1.000 37.369 441.525 48.916 42.151 .850 62.665 6 1.487 29.879 353.220 1.487 29.895 353.220 48.316 33.721 .850 62.665 7 1.481 14.3?7 170.193 1.487 14.404 170.193 48.816 16.248 .850 62.665 MEMBER FORCES FOR MEMBERS 3 TO 4 INCLUSIVE A ABSOLUTE ! 0 M E T A N D A 1:. A L F O R C E S r0I?iT NA INUN NO i A T i �i C�' ��� ���C.� j I �� iC x•? n j 4 nom-• t . a �i � • v. s1 .00.. 0;ISHEA :tLJ1 A7 AL �.CN nX AL NwiEN Aa: AL MOMEaT n.nL (Kips+ (K -FT) (KIPS) (K -FT) ;KIPS; (K -FT) (Kips) (1' -FT) (K,PS) DSL D+N D+L D+N 3 3J J 4 4 4 4 1 .46 5.49 28.04 2.92 -20.93 -2.19 26.04 2.92 -20.93 -2.19 2 . 3.64 4.54 12.08 2.84 -8.97 .-2.21 12.08 2.84 -8.97 -2.21 3 6.83 3.59 -.86 2.76 .71 -2.22 -.86 2.76 .71 -2.22 4 10.01 .2.64 -10.78 2.6B B.10 -2.2.3. -10.78 2.6B 8.10 -2.23 5 13.19 1.69 -17.68 2.61 13.21 4:24 -17.68 2.61 13.21 -2.24 6 16.38 .74 -21.56 2.53 16.03 -2.25 -21.56 2.53 16.03 -2.25 7 19.56 .20 -22.42 2.45 16.57 -2.26 22.42 2.45 16.57 -2.26 F-.11 DATE 1/20/1988 TIME 17:34:23 CAPITOL STEEL BUILDINGS 2000 Sanguinetti Lane Stockton, California 95205 (209) 466-4215 NEISS PROJECT NO 8 FORCES ACTING ON SUPPORTS LOADING CONDITION SUPPORT HORIZONTAL VERTICAL MOMENT NO D E S C R I P T 1 0 N N0. (KIPS) (KIPS) (K-FT) 1 D+L i -2.46 5.91 00 I D+L 5 2.46 5.91 .00 TOTAL FORCES ACTING .00 ii.81 .00 TOTAL FORCES APPLIED .00 11.81 .60 2 O+N 1 1.83 -4.58 00 2 O+N 5 -1.83 -4.38 .00 TOTAL FORCES ACTING .00 -8.75 .00 TOTAL FORCES APPLIED .00 -8.75 .00