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HomeMy WebLinkAbout066-330-00166-33-01 2043-91B,P,E,M JENKS, Bradley , 14126 Skyway, Magalia video rental store)__ 66=33-01 _ iw - • - 92-1493E i 'JENKS,'•Bradley ;.14126 Skyway; Magalia elec_ for, :landscaping/comm M � 0<o&-33&001 1 AA F COMMERCIAL MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cueancy, Area Propert Gypsum Board 1st Layer 2nd Layer Walls Ceilings Z e-5 qI h, es,( h �Hen e, ' y� r 212 ( 66-33-01 2043-91B,P,E,M JENKS, Bradley 14126 Skyway, Magalia (video rental store) 10 % I9 F �pW sP , C k -% Ar lJ u % Psi �7/ie JaQ J,Red. d, 0. 11 - C.:/ 'G/'r S, c1C Wtsi-'-5rde i tl�l�J9..�, a�w e.�,✓ s U «p OFFICE COPY Address i , Date I ELECTRIC Meter By Date/� JOB FINALED (Date) V Signature CERTIFICATE OF OCCUPANCY ISSUE (Date) Slanature. V=OK O = Not OK = Not Applicable Not Ready COMMERCIAL ' = Date UND FI OOR (Plans) OK except #'s ng -Setbacks -Easements -Flood -Slope -Soil Report 2 tg., Main; Soils-Ufer Ground.-Ftg. Depth h old Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. emwalls, Main; Steel -Bloc kouts-Wrapped 6. 94inf. Steel -Grade -Placement ab; Steel -Wrapped -Wire Mesh Piers -Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date y y1 Card B-1 a Date Card B-1 Date 6 L Card B-1 Date Card B-1 Date PLUMBING Permit OK except #'s Water Htr.; Vent -Access -Combustion Air -Baffle 1 . ,Alater Pipe; Test & Anchor -Nail Protection 11f D.W.V.; Test -Fittings & Anchor -Nail Protection 19.,6inks-Floor-Grease Trap W Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date k%1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection . Single Phase -Three Phase -Equip. Bond ,4: Size Boxes & No. of Conductors -Stapled 2?k Romex Installed Close to Edge of Studs & C.J. 7,6!Equip. Ground made up w/Mech. Fastners-Bond Gas & Water X7!Wiring-90°-Protected-Color Coded 28. Subfeed Wire Size / %/ ga. Cu o(:31-0. Wire Size / ga. Cu orn41 A29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30'Service-Riser Conductors & Ground -Main Disconnect .J. Equip. Clearances Panels-Motors-Mech. Equip. 3 . Fire Wall Penetrations Date i t 15 t- Card B-1 Date Card B-1 Date Card B-1 -Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation _ 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H. V.A.C.-Ventilation-Roof Access Smoke & Fire Dampers Date 3 4' 1�i_ Card B-1 C 5-- Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 4 . §ils, Proper Material & Anchors -Hold Downs 41' Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 4 . Bearing Walls over Girders & Floor Nailing 43/'Draft Stop in Walls (rat proof) 44JFire Stops; Furred Ceilings -Stairs -Chases 43"Headers & Beam -Size & Bearing -Support Fix. Date ; FRAMING (Continued) 46. angers -Post Caps -Anchors -Connectors 4 . oof Shthing-Nailing-Diap.Chord Splice . Firewall-Doors-Area-Occp.-Prop. 49 -'Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles . Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 53 operty Line Firewall & Openings 53'.—Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 .hiding -Nail' g Veneer OrStucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58/06zing Area -Glass Protection -Skylights -Plastic -Fire Port. She alts -Plywood-Nailing-Conn to Roof Insulation -Walls -Ceilings 6Gp11 6>Tfiltration-Walis-Windows 62."Corridors-Openings-Fire Protection -Framing Date j,L ti, Card B-1 C s- Dater and B-1'L� Date Card B-144 Date Card B-1 Date FINAL Plans ce pt #'s 6B.-k11fct. Steps -Door & Sidelight Protection -Landings U,,,exi ts-Size-Num ber-Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection ---66�Spri klers-Placement-Test p-fuspended Ceiling-Seismic-Wires-Elec-Light & Mech. lec. Trim & Subpanel; Breaker Sizes & Labels —69--3tairs-& Rails Handicap -Door Levers -Fin. Floor 71,,eMc. Outlets at Wood Panel; Int. & Ext. Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection b., Elec. & Mech. Equip. Listed for Location Insulation -Foam -Looked in Attic . es 76 -,Guard Rails & Deck Construction -Post Caps 7 dn. Vents & Crawl Hole Door -Drainage & Wood -Earth C arance Lpoked under Floor Yes 7 - tucco; own -Finish Unit; Disconnect, Electrical, Plumbing JQ.,Knts Above Roof; Plbg.-Appliance-Fireplace.-Clearance to !1 Openings -efi:'WaTer Well; Disconnect, Electrical, Plumbing 8 rior Elec. Trim; G.F.I. Receptacle -Underground Off Site -Parking -Handicap 8- ss Protection rrections from Previous Inspections as Test -Meters Tagged; Gas -Electric 86K�er & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date or ( Card B-1 `j Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) 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: 87246307 CORRECTION NOTICE k OWNER 10 Z 1-1 - V 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 conren of w,prk is completed. If you have any question pertaining to this matter, or e d adAi 'onal explanation, please contact this office immediately. P-)Cfs Wit. UALo //oa4 f Date V 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 .1 fli k5 oY3 - 9i 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. 2 Date Inspector 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 )y NVL A V-3 S! OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. �QoJIde HL Asse,..ism C.L1A,10 Date C/ Inspector �' CERTIFICATC OF y�\40TE OF TIM .A IT -C ' A r � F CONFORMANCE /HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Drain,_ OR , which plant has a quality control system approved by the.lnspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by -such -Bureau.- •• The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. Y .. .Y 4" JOBNA�'�r, * `e b2r Sales', Inc. for Stock i f' x'l+c JOA T' N." ing7�'.CA ' h CUSTOMER '$ ORDER NO. 1 i 24F N4, ,WP 'Clue, Arch OATE 11-7-91MFGR'S ORDER NO. 9993-D ' s: , Indv Wr SIGNATURE �n Duro—lam • _ COMPANY TITLE Quality Control••. ADDRESS POB 297, Drain, OR DATE 11-20-91 A/TC HEREBY CERT/F/FS that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FOAM IBCA AITC CerlIficale No. 7 S H 19 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ItPto, E1 +TF,.. NOV 2 P 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION KELLER LBR. SAI r ` [ OF YOUR ORDER 'T Y!P:0_: Box 4005'` + „{.•,., • F •F REDDING, CALIFORNIA; 96098 • F PHONE (916) 246-0405 • C DATE " SLS. OFF. NO.' Ate-, 1/14/92.1 4046• 1 1 wk Truck . .l �v y Tor - V BUILDEBS SUPPLY H Gi ,rP. 0., Box. 2377 P SAME 'T Y!P:0_: Box 4005'` + „{.•,., • F •F REDDING, CALIFORNIA; 96098 • F PHONE (916) 246-0405 • C DATE " SLS. OFF. NO.' SHIP VIA 1/14/92.1 4046• 1 1 wk Truck . V BUILDEBS SUPPLY H Gi ,rP. 0., Box. 2377 P SAME ,a . ;Paradise, CA 95967-2377 0 [ JAN 1 i f 'T Y!P:0_: Box 4005'` + „{.•,., • F •F REDDING, CALIFORNIA; 96098 • F PHONE (916) 246-0405 • C DATE " SLS. OFF. NO.' SHIP VIA 1/14/92.1 4046• 1 1 wk Truck . V BUILDEBS SUPPLY H ,rP. 0., Box. 2377 P SAME ,a . ;Paradise, CA 95967-2377 0 [ JAN 1 F.. ''r`'' ''y [QUANTITY DESCRIPTION • r' FOB' RATE:' SPECIFICATIONS; STOCK GLU LAK BEAMS TERMS:- ' TYPE A SECTION 31 ENDS 1'1 EST. WT. 4166f BEAMS ON THIS ORDER FOR SIMPLE` SPAN APPLICATION 8-'x 21. x -501 260Q" il 4 $ r, bl— jK4 ; ..s=ils-x�z1 y, R'�"i ,�,�is� . ; ... _•a yaw{s 5t- - ."" - �•--its"'- .... * �� + i�` --1/8 x-10-�.1/ZT3E`32+r , it:' +! .•• r�; itut „�e:£', ,,_,; • [ f, ti[ t�l!�: �i���r.:l.#i�3r �� ,,[ LTl3ANK . YOU y�1 J1�'�•- • (y[ .i ! f,f. . • {t} '-.'•""' + 6„Cr )� i '.tel"...Iti l . 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I c l n nl N 1I �I �__ LISTED SIZE" ff�itil!iI� n j -l-I N 00 l NO n I --`/ LISTED SIZE -� 2750 Series Ceiling Radiation Damper, 3 hour • UL, ULC & California State Fire Marshall approved • Fusible link (1) • Galvanized steel blades (2) • Ceramic Fiber (3) • Roll -formed collar (4) Optional: • Type 304 stainless • Round Combination ceiling radiation damper with adjustable blades for volume control, Series 2775. Contact factory for pricing and availability. SIZE LISTSIZE SIZE LIST 4" $25.50 9" $29.10 5" 25.50 10" 29.40 6" 26.35 12" 38.55 7" 27.55 14" 41.55 8" 28.40 16" 49.65 • Additional sizes quoted upon request. • 212° F Link add $4.00 to list. • 304 Stainless multiply list by 3.5 9 LI 2775 Series Round Volume Control Fire Damper • Round Combination ceiling radiation damper with adjustable blades for volume control • UL, ULC & California State Fire Marshall approved • Fusible link (1) • Galvanized steel blades (2) and roll -formed collar (4) • Ceramic Fiber (3) • Adjustable fusible link assembly (5) SIZE LIST SIZE LIST 4" $49.00 9" $56.00 5" 49.00 10" 56.00 6" 50.00 12" 67.00 7" 52.00 14" 71.00 8" 52.00 16" 81.00 • Please allow 3 to 4 weeks delivery • Additional sizes quoted upon request. • 212° F Link add $4.00 to list. • 304 Stainless multiply list by 3.5 OHOFICR/ GR 59 Permit No. ENERGY CERT IF ICAT ION 14126 SkywaY2 Ma glia Ca. AL! THE BEST VIDEO) LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material FIBERGLASS BATTS Thickness(inches) 61" CEILING Batt or Blanket Type Thickness(lnches) Loose Fill Type FIBERGLASS Minimum Thicknesl(Inches) 16" Area covered(ft. ) 4200 FLOOR, ELEVATED Material Tit ickneaa (i.nches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thicknese(inches) Brand Name Thermal Resistance (R Value) Brand Name OL•:EN�_CORNING Thermal Resistance(R Value) R1 9 Brand Name Thermal Resistance(R Value), Brand Name_QJdF N O LNG Number of Bags 8,4 Wt. per bag _ g lb. Thermal Resistance(R Value) R3_ 8____ Brand Name Thermal Resistance(R Value), Brand Name Thermal Resistance(R Value)___________ Brand Name Thermal Resistance(R Value)!_r___,_ I hereby certify that the above insulation Has installed in the above building in conformance With the State of California Bgergy Requirements, LOERKE INS LgATICIN cn , INC - 4SIGTURE RM NAMES WNER STATE CONTRACTORS LICENSE NO, May 7, 1992 OF INS Li ION APPLICATOR DATE I hereby certify the above insulation and all required items 99 shown on the Building Department approved plans and attachmente have been installed as required by the State of California Energy Requirements. All equipment, devices ai►d materials are of the quality prescribed or are specifically approved by the State of California. F NA VOWN R (Please pri t) STATE CONTRACTORS LICENSE NO. SI TURF OF QE i. CO RACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 CEILING RADIA'PTiON DAMPER S lunIOEMIRMA INSTALLATION INSTRUCTIONS SGIiIGS: 2750, 2775 27" MAXIMUM ba `�----� FACE OF CEILING TO FACE OF BLADE 1. Wire Mangers (4 rccluim-d) 2. Steel Duct 3. I..islud fusible link 4. Steel duct drop 5. Support channel (2 required) 6. Coiling: Acoustical PQnel (lay -in); Acoustical tile or gypsum wallboard 7. Slt!cl grille or tliffiisur (sot; nota 5) 8. Mounting bolts, screws or rivets 1NQTL- BEFORE INSTALLING DAMPER, OPEN BLADES AND HOOK FUSIBLE LINK OVER TAB ON OPPOSITE BLADE. BEND DOWN TAB TO S>CURE LINK IN POSITION. IN A,JS11Ql`(: 1. When installing ceiling damper in duct drop use, 3/16" diameter steel rivets at 6" O.C., 4 per damper minimum spaced evenly. The fasteners shall not interfere with the c osuag o _ r 6Iafies. 2. Support the duct with 2-16 gauge cold -rolled steel support channels, 1 1/2" deep with I/2" flanges. Place the support channels at the bottom of the duct adjacent to botb sides o e duct drop, -- 3. Use 12 SING Galvanized steel wire hangers to independently support the support channels to the structural members of the floor or roof above. 4. Maximum size of 2750 & 2775 is 24" diameter. J. Steel dittnser or gnlle to be attacnea to tile. duct crop or ceilfug damper, using h'B by lit" long sheet metal wxc%vs lit S" O.C. maximum and at least 4 screws per damper. The diffuser or grille flange face shall overlap the ceiling opening by I" minimum. 0. T'Irt- clunnuu:u hutwoen (lie coiling (ltunlx)r and iliv thiel drop xhnll ht: I/R" mnxitmnn. 7. I ylx 2750 dt 2775 ceiling danders uiu Iur fixe in lieu of 1110 tlingtxl-I)Itltlu, shoe( 1110110 tfltlllper Ill stut:l ducts will sluel diffuser or grilles Its specified in the "Design Information Section - Oinljeral" and in the IndividaAl Floor and Roof (veiling Design(s) being used, as illustrated and described in the current LII. Fire Resistance Directory. One ceiling damper of the same size as the allowable duct outlet size may be substituted for each hinged sheet metal damper specified in the design. 8. Duct outlets in lay irl eeilinge should be located within the field of an acoustical ceiling paael or tile. Where it is necessary to cut a main runner or cross tee, each cut end shall be. supported by a vertical 12 SWG hanger ,vire. A V2" clearance shall be maintained between the duct outlet and each cut end at main runner and cross tee. The duct outlet shall be located so that no More than one wain rtuirier or cross tee is cut when penetrating the ceiling rueni rare. `�tsttr,r� DATE 5/91 SERIES I SUPERSEDES I DRAWING N0, 2750-75 1 9/89 1 2750-75a / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS �. 7 County Center Drive - Oroville, dalif6rni995965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER. __ 1 ZONING BUILDING PERMIT OWNER TELEPHONE S0. FT. OCC. BUILDING VAL ION B-2 i 79-,1-4 OWNER'S M ILING A.DDR ESS Paradisp 99969 520 C 6,760.00 CONTRACTOR'S NAME UnkIlow TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ , 166 Filing Fee ,$ 10,00 LENDER'S MAILING ADDRESS Permit Fee ARCHITECT OR ENGINEER LICENSE NO. ICO20935 Plan Checking Fee $312- Energy Plan Checking Fee $ ARCHIT CT O ENGI EER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 ���z6 Skyway, �� Each Trap 9 1 2.00 18,00 Solar or heat pump water heater 20.00 LOT NO. 47 SUBDIVISION NAMEPARCEL Skyway Plaza PM 43 -/0-7 MAP Water piping 1 5.00 5.00 Each qas water heater or vent 1 5.00 1 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Video Rental SPECIFY Gas piping system 1 - 5 outlets 1 5.00 5.00 Building sewer 1 5.00 5.00 Mobile Home S G W O.00ea TYPE OF WORK New [�D Addition Remodel❑ Utilities [:1 Installation❑ Other ❑ Describe work: Vi rlao Rental Permit Fee $48,00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 OOV OR Main service 100 AMP ORSLESS 1 10.00 10.00 Main service EA. ADD'L 100 AMP 2.50 7,50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El 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. Eli, 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 sale. (Sec. 7044) l 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.U) OR ACDNS. ACC. BLDGS. / ,h¢sUft NEW CONSTR. MULTI -OUT LET2,50 NON.RESID BRANCH CIRC ITS9-50 ea POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occu Occup(OUTLETS OR FIXTURES 20 0 50C 200030 aAL@30 FIXED ALNS. EX. Occup. OUTLETS P(RESID )REAJ 2.00 Temporary service 1 10.00 10,00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 50.00 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 0 onsent to Self -Insure. 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 4 6.00 24.00 Split lin Cooling 3 Ton 4 6.00 24.00 Hood 3.00 Ventilation 2 3.00 6.00 permit Fee $64,00 LContractor 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 liabil' ' judgm nts, costs, and expenses which may in any way accrue agains si Cou I co u ce oft granting of this permit. 0 X Date �_ Signature of Applica - Own ❑ Contractor ❑ Agent ❑ An OSHA permit is required excavations over '0" deep d demolition or construct-RECT ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occcos P 661 TOTAL FEE $' HA can PARK _ �.- sc FLD _ c0 PAR PD j, S This permit is hereby issued unaer the applicable provi- sions of the Butte County.Code and/or resolutions to do work indicated above for which fees have been paid. F PUBLIC WORKS ey it �' D 14 -x59/ ate `l p� PERMIT EXPIRES Date 94072 $365.25 PC// V7,5 ��%O� r L 'Receipt No. /IITC-O.P.W.. YELLOW-ASSE330R. PINK -INSPECTOR. GOLDENROD -APPLICANT 1 COUNTY OF'BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the re uirements of the Uniform Building Code under permit number 204-91 for the following: Use Classification Vi dpo Rpntsl Stora Address or Location 14126 Skyaaay, Magal in 95954 Group B-2 occupancy; Type VN construction. It is hereby certified for the occupancy described above and may be occupied. Director of Public Works Date S/7/92 by POST IN A CONSPICUO PLACE y x A NOTICE A new Certificate of Occupancy is required If the use or occupancy of this building changes. This Certificate of Occupancy shall be posted in a conspicuous place and is not to be removed by other than the Building Inspector. •CONTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION G��S� 7tOWNTP CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER A. P. No. (,C- t s Proposed Building Use udeci 51041a Building Inspector F� Date o2a� '7 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 .......................................... a' 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions ....... ......................... 10. Fees of $6 'i ........................ 11. Chico Urban Area fees paid ....................................... 12. Par fee paid .... ............... . 13. /� L S F School District fees paid .............. In a �} 14. Sanitation approval from M,& 0. $� Health Department ! Q'I & ^ 4 f lr 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license app o I f om City of 3 (see City for other requirements) ;%� ivy 1 Planning approval for (A) Use'�(B) P�king: provements oy e e.� ui %cP ct Land Developmen&ction DPW Driveway permt (cons rucon approval required prior to occupancy) 20. Pre -Inspection for required Pre-inspec. request to Building Inspector (Date) 21. Contractors license information (No., Name Style, Classifications .. . 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... �' 24.. Recorded copy of Agricultural Acknowledgment Statement ......... _,�5. Le er of sign tu4e authorization ................................... 2 _{�eA (1/4R le L1571- 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. �-'Telephone 49'7Z-e7A and hold for pickup at office. Deliver w/inspector. Other Applicant Date - 49' �.D Copy of !-laz-Mat form sent _Health Dep /-�Fire Dept. Copy of plans sent Health Dept. Fire Dept. Other fThe following data must be submitted prior to permit issuance: (Circle 1, Index permit for above items No. /0 IV, IAF 2. Addi tonal items required: P4 41S 7-klRlV6-0 To Ilution ate Date 1 ! 29 1 By w item not checked above). Contractor designe owner, as advised of above required data by_phone ail counter b ' !date Contractor, designer, owner, was advised of above required data by—phone _mall_�counjer by date— Plans checked by Sets of plans on hold in Copy—DPW Date Plans File cabinet AP folder by Date / BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN Firm Name Address Nature of Busin Contact Person r Phone # 07: ---E�7 ?Z 1. Do your business or that of your tennants handle, store, or transport hazardous materials? KNO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at rd Stan temperature 4 pressure), or formulation containing hazardous material? 0 ❑ YES , If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer.boundry of a school or .?;&c��h of site? \NO 0 YES IF YES, name of school. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fum , vapors, or other volatile compounds? O ❑ YES IF YES, contact the Butte County Air Pollution Carol District (916-891-2882) for permit requirements. Owner or Authorized Company Representative BCEHD BCAPCD te/ The applicant has met or is meeting.the a)Jlicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements fora permit from the Butte County Air Pollution Control District. ® 1:1 The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE - Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD -Fire Dept. 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 33_ OWNER ZONIN BUILDING PERMIT " R/C' -Ielv,E's TELEPHONE S0. FT. OCC. BUILDING VALUATION OW,'N�fR S MAILING A. DRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS O Q Fireplace CONSTRUCTION UNKNOWN Total Valuation ,$j,/64yoy LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER No. /l ARCHITECT OR ENGINEER'S MAILING ADDRESS Filing Fee 1000 Permit Fee Plan Checking Fee - $ aso.s0LICENSE $ 25. PS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 0 PLUMBING PERMIT Filing Fee 1 10.00 Each Trap 2.00 00 Solar or heat pump water heater 20.00 LO41 SUB. VISION NAME ,% %� `�� /�^ P4RC EL MAP Water piping 5.00 S OU J-c.Q Each pas water heater or vent 00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other lit he0 ��P/J�Q, SPECIFY Gas piping system 1 - 5 outlets ±5.00 �-0Z> Building sewer 5.00 S'po Mobile Home S I G W 0.00 ea TYPE -OF WORK New Addition❑ Remodel[]Utilities\ Installation[]Other ❑ Describe work: Permit Fee $ ,00 Contractor ELECTRICAL PERMIT Filing Fee 1 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑NEW 1 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) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. ADD'L 100 AMP 2.50 . NEW CONST. DWELLING OCCUP.6 OR ADONS. ACC. BLDGS. Y7Qsaft CONST R. U TI.OUTLET °JO �yD BRANCH PIRA IS. _ 2.50 ea l ( POWER APPARATUS .&) SINGLE OUTLET CIR. / Ex. OCCUp(OUTLETS OR FIXTURES 20050t e ALO 30e EX. OCCU FIXED APPLNS. OR p' OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 lb.ocp Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $OD 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. El 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 compiy with suchPermit provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIirig Fee 10.00 Heating61� .OJ Cooling ��N ��� rip Hood g Ventilation J7-13 Q� � Fee $ V t 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 Countyor 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 stories in height. Mobile Home Installation Fee I $ Energy Inspection Fee $ occ CONST TYPE �/ TOTAL FEE $ " �, 50 "Az CUA PARK scHl FLD I CDF PAR I PD l HD• ISSUE This permit is hereby issued unser the applicable provi- sions 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 FXP1riFc n.tn I Receipt No. 611072 3G5 �C WHITE-D.P.W.. YELLOW-ASSEssOR. PINK -INSPECTOR. GOLDENROD-APol.iCAYT I F7 5;)7 •.-y.w.,....•-I,y."-yWrv.,y,�:•;Y:�.•y}•.,,. ...,. r. .-... _.. �--..ri„�..-,r,,.rsrr- •— v*-r;-••r•—y--.w^---y,P ••..j.r--.n.r-a, -""^•.+"-t.r«--w�rr'w+.f++.r.• - .-)vr, .. } BUTTE COUNTY SCHOOLS /DEVELOPMENT FEE CERTIFICATION FORM r (One�Form per Building) A.P. Number fLJfPBuilding Department No. School District City County Jurisdiction Property Owner r1. Project Location/Addressi'<<.j/Vq�.,,-�q{�;t C Subdivision Lot Number Residential.Development: E] Sq. Footage # of Living MHI Addition (Group R) Units Footage_ q: Commercial IndustrialS / � � New Addition (Including Exterior Roofed Areas)^ Building Department Representa�t.we Date y (F,loor Plans reviewed by School District Personnelw) - District Id No �I ' �51" »•f. School District certifies that (Applic t Na e) (Phone -Number) (St eet Address) ( ity) (State) (Zip Code') has complied with the requirements of Resolution No. by the payment of $ representing 44M square feet. ScWool District Representative ate PAID BY CHECK'NO. -REMARKS: BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE, (8/88) Z0 ' d ld101 ITEM DESCRIPTION Nort U ENGINEERING CNd Engineers •Manners •Surveyors ALL THE BEST VIDEO MAGALIA, CALIFORNIA S -k.. - ,e A -f v c s s 4 •,c j2 -2�1-let ENGINEERS ESTIMATE OF CONSTRUCTION COSTS QUANTITY UNITS PRICE DRAINAGE IMPROVEMENTS 1 MISC. CONCRETE 140 SF $2.50 $360.00 2 2X2' CHRISTY BOX DI 1 EA $300.00 $300.00 3 12' CL III RCP 30 LF $20.00 $600,00 TOTAL PLAN CHECK (1.5%) INSPECTION (3%) TOTAL FEES v/< OYZ- Cry %� �L'�'�C a✓ IAI OGS//✓�'n— CJ.2' � �'x/i ; _ i � ��c/% rO Coloy S?r 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 -- num ._iu i $950.00 $150.00 $28.50 $178.50 1 Y)qlcll i r Ail du &41- Imo, OAT. RHC EIPT TOTAL TENTATIVE NO RECEIV.O MAPS CR.CR fiRIS 6TR..T PUBLIC 1 INSP.CT SIGN6 DOC U M. NTS LIANC. RYORANT OTR.R APPLICANT RECEIVED FROM RECEIPT 12585 2 5 8 5 v OFFICIAL RECEIPT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS LAND DEVELOPMENT SECTION ISSUED BY /G! MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE 5/89 tn�✓1 �E'` w1� s Bldg. Perm it-# 2G7 OWNER r IJ A. P. #yv� 33 -'O( A. GENERAL ,s/ ff7lAl RCVlet /q57�IIEED Zoning requirements (sideyards, parking, special conditions, Planning approval). Valuation. Signature by R.C.E., Architect or Building Designer. 4. Improvements and drainage -- Land Dev., DPW; City of Chico; City of Biggs. Complete plot plan with dimensions, easements, other buildings, and other per- tinent data. 1. See previous permits and plans in file for expired permits, change of use, violations, etc. 14. Flood hazard: B. OCCUPANCY REQUIREMENTS 1. Building use e'67-wL 2. Occupancy Class $ - Z. Type of Construction 3. Building floor area 4.? q, sq. ft. Occupant Load /S / 4. Total allowable floor area sq. ft. Basic allowable floor area 0000 sq. ft. Basis for increase Compliance with occupancy group requirements (Chapters 6-12). / Occupancy separations (Sec. 503).— 57_04 -G�118E 1+1 & —.> I tf4 . �i7: Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). .7: Maximum height requirements (Sec. 507). � "OkAttic separations (Sec. 3205). 0,R-4i'7_s?-op5 3205 ZS/� r� Ventilation and special hazards requirements (Chapter 6=127• 2� Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38). Fire alarm systems (09 Sections of Chapters 6-12). ,14- Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20). Health Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. yE( Smoke detection system. 17• Fire Dept. Plan Review and/or Fire Marshal Plan Approval. 5 Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). Physically handicapped requirements (State Law) . %10E OA.) C. TYPE OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 3202). N674 L Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 510) A)rr D/`3 �• Physically handicapped (per State Law). Guardrails (Sec. 1711). Detailed types of construction requirements /7' Proper roof pitch for roof covering (Chapter Attic access and ventilation (Sec. 3205). Roof drainage (Sec. 3207). Skylights (Chapters 34 & 52). ,1�! Stages and platforms (Chapter 39). (Chapters 17-22) .— 0e1f12/�X 32). Interior wall and ceiling finish (Chapter 42). Fire resistive requirements (Chapter 43). C ��/f� A MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING 'GUIDE (CONT'D) 5/89 C. TYPE OF CONSTRUCTION RRQUIREMENTS (CONT'D) Wall and ceiling coverings (Chapter 47). Glass and glazing (Chapter 54). Human Impact (Sec. 5406). Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND OCCUPANT LOADS General Exit Requirements (Sec. 3301 & 02') (Post occ. load, etc.). Number of exits, width and locations (Sec. 3303). �3: Doors (Sec. 3304). _A'. Corridors and exterior exit balconies (Sec. 3305). 'XV�s tairways, rise and run, width, winders, and construction (Sec. 3306). S7 --..+IX S To Horizontal exit (Sec. 3308) . ,-7' Exit and smokeproof enclosures (Sec. 3309). Exit signs and illumination (Sec. 3313 & 14). Aisles and seating (Sec. 3315 & 16). Exits for,occupancy groups A-E (Sec. 3317 - 3321). E. ENGINEERING REGULATIONS, DESIGN, QUALITY, MATERIALS, AND DETAILED REQUIREMENTS Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details. _,,2! Energy design, calcs, and necessary details (State Law) & compliance statement on -plans. /3! Veneer (Chapter 30). Chimneys and fireplaces (Chapter 37). /Y. Plastics (Chapter 52). Excavation and grading (Chapter 70). /7! Continuous or Special Inspection (Sec. 306). _-8. Factory or other certification. /9: Soils or compaction data. , 0� Noise regulations. _,M.' Footing reinf. Min. Two #4 burs (cont.). Engineering Calc(s) should include: (a) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation. (d) Walls -- Large openings? (consider lateral). Lateral: (1) Roof Diaphram. (2) Shear Walls. (3) Anchorage & Tie -Downs. (4) Connections thru-out. (f) Retaining Walls. 13. Complete building material specifications. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS {, 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 X DATE . 7-•17-91 cc. JOE HILL 3569-D CONNIE CIRCLE RE: PROPOSED VIDEO STORE PARADISE CA 95969 With reference to the above subject: / X/ Attached is: . Application for permit X Building Plans _X___ Engr. Calcs Owner -Builder Verification Form OTHER / X/ We need the following information: A.P. # 66-33-01 APP. #2043-91 Mobileho.me Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced Permit application signed and completed where indicated with all copies returned. Fees of $ 78? ?S payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including X Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. X Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville X Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. / X / OTHER 299 nTT uE-n SHEET Should you have any questions concerning the above, please contact JOHN R. HENRY of this office. BETWEEN 3 & 5 P.M. Yours very truly, BRADLEY R. JENKS 5905 CLARK RD PAPRDISE CA 95969 JFG/aj William Cheff Director of Public Works J.F. Glander Chief Building Inspector Provide information and/or make revisions per marked plans and calculations enclosed. Revise floor live load to 75 PSF. Note beam B-2 on plan. r ) Note 544 bars at 4' square footing. �l G. /OTT oAl /0�111u Revise modulus of elasticity and remove -duration factor in beam B-3 calculation. Specify glulam combination`symbol and standard camber radius on plan. Camber is to be approximately 1.5 times dead load.'deflection. etn.�'Design is to include diaphragm chords and collectors as required per U B C Sec. 2513 (e). %41E/1E SrYOov� ? �Jt?OUL—V ME7f/�'!/G S ON 7. Provide fire resistive construction including protected openings at property line walls. r� Clarify type of construction.T V The building requires two exits. Occupants cannot exit through the storage room. Revise. S`Wh6e_ fZVPA 'Rt.Ov'50 . XProvide one-hour separation between retail and storage areas(Sr0Z'fe6_ R67_WD(/Ep) Provide access stairs to upper storage area. Fold -up ladder is not allowed as access. PE%1/1D(6,0 S'%fl E A-Y2E "ODE, , Revise eave projection at north wall to"comply with U B C Sec. 1710. %z11�� x . O�) Provide draft stop per U B C Sec. 2516. ftVE O'ce-U 4NS /W,-fSOV ZS/ 6/2 1,0000 p0Y7S ? f. 'Y: r � .�. .. .- �. r �. �} � � � � • i Z COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive; Oroville, CA 95965 PHONE: 916-538-7541 Bradley Jenks RE: 5905 Clark Rd. Paradise, CA 95969 With reference to.the above subject: / / Attached is: OTHER DATE 6/25/91 Building Permit Application A.P. #* 66-33-01 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet. Owner -Builder Verification Form List of Codes Enforced /XY1 We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise XX Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for elan aDDroval in NC zone Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. / / OTHER Should you have any questions concerning the above, please contact Jim Glander of this office. Yours very truly, William Cheff Director of Public Works J.F. Glander JFG/aj Chief Building Inspector September 13, 1991 Bradley <R. Jenks All The Best i eo 5905 Clark Road Paradise, CA 95969 Re: Site Plan Review, File 92-07 Dear Mr. Jenks: butte countil LAND OF \IATURA_ V\!cA_T ! F A U 7 ' PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 At the regular meeting of the Butte County Planning Commission held September 12, 1991, your site plan to allow a commercial building for a video rental store on property zoned N -C located on the east side of Skyway, Magalia, was recommended for approval subject to the following conditions: 1. Provide an entrance to the pedestrian mall as shown on the west building elevation of the site plan. 2. Provide a ten foot wide planter area to be installed along the Skyway right-of- way with a vegetative screen. The parking spaces shown on the site plan would need to be removed to accommodate the required planter. Meet the requirements of the Butte County Environmental Health Department concerning sewage disposal. Provide storm drainage disposal plan to the approval of the Butte County Department of Public Works. 5. No signs shall be shown on the site plan within 55 feet of the center line of the Skyway per the requirements of the subdivision map. 6. The site plan should also provide seating areas, to compliment the pedestrian mall design concept. 7. - Provide a walkway to the parkway mall walk of materials which is compatible with the existing parkway mall walk materials. 8. Exterior lighting should be shown on the site plan. All exterior lighting should be designed to enhance the building design and landscaping, as well as provide for safety and security. 9. If a zone variance is granted for the landscape requirements, the building can be extended as shown on the site plan with parking lot modified to provide a reduced landscape strip and 7 perpendicular parking spaces to Skyway provided the trees are saved as shown on the alternate site plan labeled Exhibit 'B". 10. The applicant will make every effort to preserve mature trees on the property. A report of this matter will be made to the Clerk of the Board of Supervisors. You will be notified of the time and date of the Board's hearing. Should you have any questions regarding this matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, /B.AZ.K4irch�e�r Director of Planning BAK:lr cc: Building Department Clerk of the Board eA ,iF!!,;_.-,Certificate of Compliance a Slmpht'ied Compliance Approach CF -1$ 1�1�Qo STORL+�- Ob•Z4•!1 rrofecl UW Do—it 0( CtNGGIt RE 1 ntGRTsoN rofeet Itav BneKt �sr 41 SKY�w,r'p�aASA / 1 rw— t.aeauon I,mal( Zane �SAtIA CA • cIry Dins HOLMES ENGINEERING (916)223-6701 Pts / Dossillicaa. iAc propnsed btuld,ng,nit be m ,ubtunwl ,,mpl,anCe .11 :Me Cal,fcxn,s Building Entry EMot" Standards pra,ded a u hu -11 accnrd-g to :N plans and spteabcaaons and provided future ,mr^ cmenu are ;.,Ibplcted scar; ,1 to the mqu,remcnu Indicated on tbn Cenlraale of Campl,nu T)It ;,an, and specficauons bave been prepared to include all ngnhriGnt entre const n�,,or features roqutnd for compltanu with the Standards. BwlJ,ng areas anal srt uncond,uoned and/or nnl 'Accl to the standards art nd,Gtco on the plans. lane dated pea dated Signature ate Namr nk mpany Addraw • Ciry'siale/Zip elephonst Asa. The entre conservation features andperiormance 1pecd,Guon1 ,nd,calrd on this dxvmcni and on the plans and Ipced,Guons 11,11 apply to (uwrc anerauons, unless compliance Is demonstrated an,^. and a nn CENr,Gic of Compliance to svbmaled• A copy.,)( this Ctn,Gcate .,11 be reamed and tnnsm,nto In future tenants. subsequent e+v+en nr otlen •,Ih f.,r mal,^ ,mpfmccrenta or mnd,GGunn, to the bu,tdm} it ,n i ce^.r•G,e a •.,11. s -to CtNfiGtt may be regvnc4 before a permn .1 nvc.1 !or ,the: saonl. Jnc.,non„„ rJ area, art rid.ca,co nn the plan, and, d these rcs ace o,nd,u,,d ,n :hc they must be made In campy with the appncaok cnerp standard, teen m 'rec: `nature ate Name; (Print) T-OvICompany Name A draw cley'sussiZip E40r=NM Age»or. 71,c proposed budding, and (uwrc ahcrsuons ,nil comply wtr. We Calh(ocnta Building Energy Efficiency Standards prn,+ded future anenuons meet the regmrtosenu md,Gted on this CtNGGIc and all appl,cabIt mandatory mea, Vrte Its lingN u e bis„ ding occupancy type rrma,ns vnclanged {nature Dale ameltSW Agency Addrwa For Enforcement Agency Use Only Building er— Number Plan Cbected W held bectted DY Approved By C'MIAADac Rcgwrsamcau (,r N —"- I Occupancy: L"Bc /yCEC 6. Gross conduioncd floor area 4-992 %Nvr1,0 P F 3 RooUceiling construction WO -P-0 M-50 4 Insulation at suspended ceiling yes/no? S Floor equired) eo Slab (No re ements) 6 Walls woob LP -19 7 Glazing Type= t/ AL& IRA"* CLIA/t H Skylight Arca= O Venical Glazing Arcat■,24ftL' LIG IMNCi max. allowed/proposed 9 Ge(ieral lighting power density=� 10 Display lighting power densitya I I Energy saving lamps required yes/no? 3 ct146 FLvo R 2-Tvet 3 G�►� Ioow I (VAC 12 HVAC sizing max. allowed/proposed Cooling capacity (kbtuh) IVZ &A Heating capacity (khtuh) LOA AA.V 13 HVAC Equipment Type Mfg./Modci# Capacity (41 PAY�Se 3%Co4,Bo�S ANo¢z C?lsutvzp 14 Economizers (yes or no?) AS if no indicate exception terimeter zone _ 0 other ' Blank Forms IV -2 BUILDING DATA NONRESIDENTIAL 19 1 HOLMES ENGINEERING BY:y_A.DATE:."_zk.1%1 3689 SUZANNE WAY REDDING,CA,96001 (916)223-6701 LROJECT:_V1jpF.0 STORt, Cond.Area 4992. Vol 44J4Jto Occ/1000 j0 CFM/Occ, _ Se.n/Lat/OccIpA'354/SFI S HDL/CDL_d$/ IDH WALLS DOORS -----------------GLASS--------------------------------- Aw UW AWUW Ad Ud AdUd WAU Aa Ao 7A U North Shaded UnCond "NORTH"�� East 41� .oS7 Z! Wig South `p .0 0 West 332 ,� IS n TOTAL Zi4� 1S& I Z! `V.O SKYLIGHTS � _ _,$_ AgUg SC SC/U —Ab bo $ .$� ro .�� �� •� ISS. �. ,ssr1 a.�� ---------------------7------------------------------------------- WALL TYPEA WALL TYPE B CEILING TYPE A CEILING TYPE B Component R Component RComponent R Component R Noe mut.A tab Air Films .gS' Air Films Air Films Air Films Total R Z1.oi. Total R Total R12,!1 Total R Framing F 1.20 Framing F Framing F I.DO Framing F U=F/R .p U=F/R Venting V .9 DD Venting V Aw alk% WAU LWO.M Aw WAU U=VF/R �oi�3 U-VF/R Total Aw Z T► Total WAU Total CAU 1 S(r Net Uw . Qq Total Ar4992 1 Z,Ne t Ur . D L? -------------------------- ------------------------------------------------------- SLAB FLOOR L F LF EdgeR- .90 EdgeR+ PJ . 72 '71.'7 S1abR- .55 S1abR+, 50 9 . oo Total 1% 111.7 Af 9 % F2 .St RAISED FLOOR Component R Cover Flooring Insul Crawl Air Films Total R Framing F U-F/R Af FAU LIGHTING BUDGET DES I CN SPACE AREA LPD WATTS W/LUM NO WATTS iNum. 4 z.o 9ejg4 co«t F1�]R 6t. 288 7�W CAI" IAICA04D ..LQQ —� _300 ---Total -Af4,'S,$% Total-FAU jn. CLF_---- - TOTAL 4M ----- 99 ---- -- 3 �3$ HVAC TW ----------------- THH—TN—�TC�CS-2- Equipment :[¢S pAyNE 31�,�o48o7Sf59r1.Aiy 42. PS M O _4 000 ,-100 _4 P4 1__q n M IP 0 0) n 0 M --;jl dt c!' CO co N 01 =1 q:PL_t0L­"1"0)1,-c0 �DcflN00•-+ ON ;t 0-4 c N 00 z1V COOd �C)Cflo001 ONNN01 %ztI,- Cfl01d NC9 Otp •-+l1] O(Sj0\cpo0lf7(pNOC�C� 1S7M01\C?C.dIncOiflcflC� •-+� Z II 1CI_ In COO I I I I c) -N0) C- 01� �, 4ce),-a ��rV ,• W� E-+ I I I I E-_ 14 11 it '!.. O co Pa W w 'r..� .. f�W W O <400� qOz .41 ,w P� O W 0 W 000 FW o �w aE-�H 113E+ O P "E dPq II II 11 It II 11 11 11 Ocri II 11 II 11 Ii 11 11 II II 11 11 u n o00 tea= Cn 16 c5wf- W illcf�c7P�aU?P.� 00 � 0)rA�el 0 IXG 13 HCf)z..aE--�2* •w>G zxWA9 1[!110 -f- Hca �.-U 1CQ --C -4 0 =UF-AMt2p a0NQ (.::1 O U— 0HUt4l— — ¢ 1<13-+0E-UWU14MW— -� rr, ,cos a V1U3O1C10.-�F WP;W1 3CuLGW O J W WUCLW0W1=) :%� ✓ x U 9 PUJ.-lAW x ' SIMPLIFIED COMPLIANCE APPROACH WORKSHEET WS -Is . V I D E O. 06.24.91 Propa Tiw Qimaw Zorm Dow GENERAL BUILDING DATA (1)CEC Occupancy lom i.. (3)Exurior RooUCeiling Area 4991 ($)Roo(/Ceihng Insulation Height �0 (7)Venical Glazing Area 1 9 4- ROOF/CEILING (9)Suspended ailing, yeVno?_ °It: (10)RooUCeiling construction Assembly (DT -1) A (2)Permit Condmoned Floor Arta--. *9 2 (4)Conduioned Penmeter_ 29�. (6)Groas Exterior Wall Area 960 (8)Opaque Eztenor Wall Area Z 7 As #oN AR t wood R 3o •¢9 2 FLOOR (11) C Raised Floor (R•11 Required) (13)[xtenor Wall Construction Assemblies (DT -2) A 0-- 2) 0 Slab Floor (No R ar AREA ft 3 &a,* 0 D 72 / 9 27 is tTTOTAL EX'FERIOR µALL AREA GLAZING (IS)Type Sti/il44* PAAIt C&AAf i •. i (17)Skylighi Sizes A B (Ih) .iIazing percent.4ge allnwed 21 (DT.)) OTY DIMENSIONS T.'i'E ARI::\ !AIN ROOM SIZE TOTAL AREA (r 00 x D' ft" t: (18)TOTAl. SKYLIGHT AREA (19)Effective Gluing Area For SA'N•lights L� L18 � ,.o (20)Total effective glazing arca (ft ) MAX I 'Yt U M ALLOWED PROPOSED b22 194 LO it Lte : 100 L7 • L19 Blank Forms FV -6 0 ropa -uue 0` • 2 • 1 UGHTING ING - imau Dow - A B c D o LIGHT FIXJRE from table 3.20 Enerry E(Cic)en<v Mv%,31) TYPE watts :'.iturc FLOURESCENT w 44001 ener savinlg lamps- 2 -lamp ruaur= GENER.�,L LIGHTING ry BxC DISPLAY LIGHTING Ory x 3 -lamp I'mum tandem wired 308 2.vo , L3 LOfor Retail LS for 01rca L:;+L: 3 -lamp raaures individualtv wired I I c PROPOSED NA foo .8 + La - IoW Clamp runures ( ,• ) 4 0 Zst SOUTH GLAZING AREA ) I FLUORESCENT w 4•f0pt rc ular lam lam runu es % 33 2 838 O ! ) &-46 SKYLIGHT (28)Total heat loss 3•1am rmures tandem -wire ,,9 2.8 818 PEOPLE/APPLIANCES cFA('-) and NTILA INFII�TRAT ANION/ 499E 3•Iamp rogres indiv'OwalN wired 13b 4 -lamp rtxturesOTI 1,2 iF.R 75 watt min. for incandt•sccnt /oo 3 Soo TOTALS (2I) E3i S (22) (23) General Lighting Power Density (Wife) MAXIMUM TOT.L ALLOWED PROPOSED 2.vo , L3 LOfor Retail LS for 01rca L:;+L: HVAC SIZING ....................... (24)Display Lighting Power Density (W/ft-) MAXIMUM TOT.L ALLOWED PROPOSED 1 21 WALL Aft A O LS for Rewl 0.10 for WQft LZ2+L2 (25)Cooling Load (27)Heating L.o;,d A 9 c � a r COMPONENT CLF TOT.L ROOF AREA #7 4»Z •u Z. 1 21 WALL Aft A WALL AREA x S9 S w (bIits PROPOSED NA foo .8 + La - IoW GLAZING AREA �` NORTH (0 ( ,• ) 4 0 Zst SOUTH GLAZING AREA ) I EAST 5149 VENTILATION!A,'-•) INFILTRATION WEST ! ) &-46 SKYLIGHT (28)Total heat loss LIGHTING WATTS 3138 2.8 818 PEOPLE/APPLIANCES cFA('-) and NTILA INFII�TRAT ANION/ 499E (ar•s) II.�' �v9 (26)Total heat gain C()NiP0.14EN; T HLF TOTAL ROOF AREA (UM) 2.971011 1.3 : LZ6 - Khr) WALL AREA x s�� 2.i3 (bIits PROPOSED NA foo .8 + La - IoW Ulm s: sslip zI 4%1 Ili GLAZING AREA ) I t ) Y. ► 5149 VENTILATION!A,'-•) INFILTRATION 49�Z ! ) &-46 (28)Total heat loss (29)Coollng Equipment Size (kbtuh) MAX. ALLOWED PROPOSED 1.3 : LZ6 - Khr) Pone (30)Heaung Equipment Size (khtuh) MAX. ALL WED PROPOSED NA foo .8 + La - IoW Pane rv'7 Blank Forms co r C E c.o a `• �D Y 0Q o O o m u c e c A E C` C 8 E E 8 � O 7 O o .� 0.nxv2 'o - 4 EvE A L- O A ►• D - m Ln `„OT c c L Eep C M v o - �p o0 c L Y 7 t Y L g 2 o g '6 E 0= A E L v OCO _ rj r o O L q m g v u _ v 3 A c U CL _ c .. d upp 2 4, Q A C V C E L 7 �1 F o V ``qS 7 E _E E E ryduj `o c o _� c V � c m 0 E A v c 00 L u- V c _ u " E o o f Y - v d C ` A - R 3 E_ = Yi ... c c R E 7 v C v o u EE I m C C C A > � A O A ` V � L N C u C L C V C E A pp 4 � q p _ E o V S -E E A O A V 7 3 _C C E D 4 M -y L A V L E �u� E o n0 o v E E $m Z 7C o C c C E^ E v o 3 da 3 o Y'' V S CH �3 O G C ie .o L A v A O V L C O h C L y _ i 0 ` m O j u v ,�. E d [• - c c Y _ N m 6 m C d c A V �L( 2 A C y V p m y O V 4 p L A 83 " 7 O- C c p no V R c c A ,.. V N V a c _ = C n @ C N p p V= 8.0 �.. e > Z J R c' c c u _gig m C C 3 n -p. d C V_ LeL u oL (Qi Ei pp 7 C V ii G V ` E i, O o e V c L 'O 3 c o.. N• A A V q jt v 6 A B 13 .e V e �. �w 7 N A n - =0 H co < E c.o g �D 0Q o u c e e A E C` C 8 E E 8 .� 0.nxv2 'o - A EvE c w .0. cv C _ Ln c c L Eep _ �p V A41 V y� T oiiv�.F o '6 E 0= E [t V C d V C q A o E f 3 u d L A U r c .. d upp 2 4, Q A C V C C O L 7 �1 F L.. ••• �e co E E O L IS Q `o c _� c V � c m 0 E A v c 00 L u- c Q e u " E o o f n25 r A v d C A - R 3 E_ = Yi ... c c R E `A`• O r m m C V E V A A u L>> yy V v N A 7 S c E O> Vp r V O c u• j E C E pp 4 � q E o v16 S -E E A u -• _C C E E v -y L 3 c E �u� E o n0 o v E E $m Z 7C o C c C E^ E v o 3 da 3 o Y'' C€ M A O G L 3 O V L C h C L y _ i 0 ` m O j u v ,�. E d [• - c v 7 o _ N - o c m C d C`` U V �L( 2 A C y V p m y O V 4 p L A C " 7 O- C c p no V R c c A ,.. V N V a c _ = C n @ C N p p V= 8.0 v C m C C 3 n -p. d C V_ LeL oL `o pp 7 C V ii G V ` E i, O o e V c L 'O 3 c {��• D N• A A V q jt v 6 A B 13 .e V e �. �w 7 N A n - =0 H u C d » E C .A N t1 L My A V_ Y �D J` s A A 3 C m C V A N v 0 C y V A _ V j v VV Q a0 �p yy c U p 7 e pm O n> {yO, y g 7 A 'E L d SQpA+ C C L s C n J > C V q OE > Q g C t L q V cc �3 U Q V ` i 1 J co C O QB N q V D D E c E o C " B W e gg C C '� V E R L V p -C V • O c u >_• o c A� p R c � H e tY 0 '� �- C C L= p N O `ai }�!! y E c 4 �; .v. E S Y a o' C Y' >. $ '� E J J V 0 A o— L— .o _L E J e 6 c E E A co 0r `0 c 0 0 u c p 0 O c u L X - _ E_ 0 u V u O C v u O C C D L R r ay L E V 3 O 0 A c c a M _ c > Z; -- v CR FrF L t^t - c`LE E C NN ryry S •+ v o A c L G v = E G b L `O >. EY d v y `o pO c 0 'V 3 0 2. E t` O L .e 0 V O o V C• - D c {V� R p L x C v .yyr� p Q A V p 4 m C C V p ` L r. C 3 O c A C c O� J G u o c 0 0 c C C R M o 3 CL sr O cs » o c 0 C A a c N cEi E O O c_- E .b ^ v cT! 8 °Of-- c O E V OP d C', Ln A 4 D j r 3 M.6 Q 3 -cg- Leo Loo LL_ 'S !v Y o E B c O ({ o. E u i_ c ,u o= u o._ c c A eo V^ c c E .R, - x2c L E G is RU Y L o' Z `O C A >- ,vn p L1 Y n O v {qVw E u oq_ - p u D �' C >. A V L' t1 C �• �' L m 3 m^ C O E R 4 C L w Y N C G V B C .n OL O C p o N V C C Q O O ` b.R ci O -'o R _ t��SCEEn. ? =oRot >= L oC R L. RR R � v 3 C Z'c v .2 o C u v u o 3 v c v ` O C t cY ci R t` O a c coo v = » L .O q$q M �r c`ti� cdLu u Lc S L O O VVC V (.i D [t 'o :1-'32: C _q _- — L3 R ,.V Q > d 7 vl LQ C V C4..111111.....L ` n4 0c -;;-E o f o B L p < v y - CL E � 4 � V � � E �• o f `- � i. o � � •,, E c C ^ oO 3C 7 d L `ci G L E o o V _ _ 7 O- R E „O 0 V g d N o c `O c o V E o O C ` y v C N LE.. V O » V o 0 R c O R B oo eo 'e C `- p L V 4 C V L V eCe ^ ee V O t R V V L A V C L u V D N - M V C _ MO O c ;a u A M _� oo 0 ... O V 4 C c o C 0 V R E 6 R 0 V O u 4 V B V V V v V V 8 a L_ R c D R 4 u QQ V VC o V C� 4 "� Vy yy c c NO ..00. < _ R B 7 L L V V u = C '= V ` �� o c� a�> C O QB N q V D D E c E o C " B W e gg C C '� V E R L V p -C V • O c u >_• o c A� p R c � H e tY 0 '� �- C C L= p N O `ai }�!! y E c 4 �; .v. E S Y a o' C Y' >. $ '� E J J V 0 A o— L— .o _L E J e 6 c E E A co 0r `0 c 0 0 u c p 0 O c u L X - _ E_ 0 u V u O C v u O C C D L R r ay L E V 3 O 0 A c c a M _ c > Z; -- v CR FrF L t^t - c`LE E C NN ryry S •+ v o A c L G v = E G b L `O >. EY d v y `o pO c 0 'V 3 0 2. E t` O L .e 0 V O o V C• - D c {V� R p L x C v .yyr� p Q A V p 4 m C C V p ` L r. C 3 O c A C c O� J G u o c 0 0 c C C R M o 3 CL sr O cs » o c 0 C A a c N cEi E O O c_- E .b ^ v cT! 8 °Of-- c O E V OP d C', Ln A 4 D j r 3 M.6 Q 3 -cg- Leo Loo LL_ 'S !v Y o E B c O ({ o. E u i_ c ,u o= u o._ c c A eo V^ c c E .R, - x2c L E G is RU Y L o' Z `O C A >- ,vn p L1 Y n O v {qVw E u oq_ - p u D �' C >. A V L' t1 C �• �' L m 3 m^ C O E R 4 C L w Y N C G V B C .n OL O C p o N V C C Q O O ` b.R ci O -'o R _ t��SCEEn. ? =oRot >= M�i1�o 70 �/Z6-7 : C/ 10X1/T * 2043 - c?/ ,94-725-: 81291Q/ '7Gv o W4-zzS W//r cy ,4reE GAS s 7~�%-�✓ /'O � �o� �'�C'a��7Z Tf. �`i�/Ei /C107 J1476- GUS w1 ll, r�'L GoGv llL,*K 7�E ! 2.C1 / u6' C 1 �' ! 7/0 , MOW gmplo2T/NG Gv/A GL Oiv,r, Yyo un, RcVF/Ce1liivs ONE f,�ou/2_ /--' �OMI D 4fL "t Certificate of Com liance Simplified Compliance Approach CF -1s V��QO STDl�E r row, 011►•t4•�l tw alt Of Carruf,catc _RE 1 NtG RTSoN roreca Loataon Climate Zane Gry vn HOLMES ENGINEERING (916)223-6701 Dema-. The propnsed bwldml{ wio be n wbounusl wmpt,ancc .,th :hc Cab(carnra Budding Energy Elne,t" Standards proa,dcd a is built aecnrd.n6 to :nc Plans and speeafuuons and promded fvwre ,mpr wcmenu are o,mplcteJ scan; ^t to the regwrtmtnts radiated on this Ccntfute of Compi,ancc. Tltc pans d iparricatr0ns beve been prepared to include all nprorium, encrRv c. nMwr 7 am faturee required (a compltanu witb the Standards. Bu IJ n6 s: ear unst are unconditioned and/or n0c wIsMI to Ne standards arc indicated on the plans. Plans dated pea Oaud signature air Lame irk mparry Addrect Iry, tattN p Telephone Cal. i.unst �o 0-- lAe encrp conservation feelurer and performance ,pcorcaltom, and used on this dMument and on the puns and spcoGuuom ,hsn apple to fawn attentions, unless eomplunee Is Jcmonstnttd ant,. and a nn Ccct&utc of Compl-a cc n wOrnntad. A cope of this Ctnd6caie ."I be rc:a,ned and tnnimnicd In (uwre tenants. fubsequtnl Mrten nr otPrrl .rah Itrp,,npi,a.ry L,r mail^ ,mprnvemenu ro mod.fuunns to the bu.ld.n I( •n• Ctnrfutc may be required liftoff a t s u fioie a •rot a ^n ptroma q �aweJ !or alie:aoon,. Unc..ndnn•reJ areas arc tnJ,uteJ nn the plans and. d these arca, ue u,,J.uoncd in :he they must be maJt to crampy with the appnubie enerq uandard, then ,n sli Signature ata amt (rant) .Uta omparey ame Address try, tats! p EW— A6esq. The proposed bu.ldmb and fvwre attenvons .dl comps .•u Of California Building Energy Efrornry Standards prgaded fvwre avenuons melt the requtrementa ind,Gied on this Ceruralt and sit appl,eabtt ho ndatorV measvret. as long u the bvod-nl ot:eupanry type rema-ns uncnanjed Srptuure aft e smc/%tk AS" Address For Enforcement Agency Use Only ui*ng Pit "1umOcr Plan Cbeeted Field haled Approved By CAmpl"a Regwr rxmu c, r,Nr!". 1 Occupancy: U(3C CEC E C. 2 Gross conditioned Moor area__ 4-992 r_ 3 Roof%ceiling construction W Doti M. 30 4 Insulation at suspended telling yes/no? S Floor equired) 0 Slab (No re emehts) 6 Walls w o�oD 12.19 ? Glazing Type=�.t pw�t C�Awlte R Skylight Area= O Vertical Glazing Arra-�� 1.101 1711NC; max. allowed/proposed 9 General lighting pc)wer density- I—." a01" 10 Display lighting power density- _ 11 Energy saving lamps required yes/no?,90 rIS Gtr& FrA.yoR Z•Tvdt 3 46ou loouo I rVAC 12 HVAC sizing Cooling capacity (Muh) Heating capacity (khtuh) 13 HVAC Equipment max. allowed/proposed � Iy2 S[� pa t Type Mfg./Modcla Capacity ?AYM* 3�LC04,Bo�s S94ANo¢z. Gry/statcolp 14 Economizers (yes or no?)_AIP, if no indicate exception tl rimeter zone U other Blank Forms IV -2 BUILDING DATA • ; NOIR-RESIDENTIAL BY; Vi&DATE; Ob -Z - HOLMES ENGINEERING 3689 SUZANNE WAY (916)223-6701 017M I MP Pe nennn • V�M,7VVVL PROJECT: VIDEO STOR(6 Cond.Area 4992. Vol 4414J7.0 Occ/1000 10 CFM/Occ1� Se.n/Lat/Occ-bff/3_t54/SF_&&HDL/CDL $/.I_S_DH iS500 --------------------------------------------------- WALLS DOORS GLASS Aw Uw AwUw Ad Ud AdUd WAU Ag_ Aow 7 -Ag Ug AgUg SC SC/U North Shaded -o-orb,�• ` UnCond "NORTH"�� East 499 .os7 3� _Z.L >�!� W.09 00 -� _..+ South by .9973iT./V lZ+iO `O West 352 &31 jig 14_>'L � .4 I�S.S1 ,�K �. TOTAL 1Sb_41 2� 116.0 t* `.y SKYLIGHTS ALL TYPE A WALL TYPE B ---------- CEILING TYPE A CEILING TYPE B Component — Rte- Component RComponent R R3110S�//JS Component R vim _ 40%. 14.04 Atoib— ysb _._.—. Air Films .gs Air Films Air FilmsAir .g0 Films Total R iUlp Total R Total R 32.91 Total R Framing F jt" Framing F Framing F Lj 0 Framing F U=F/R .O Aw. VAS WAU iIJM U=F/R _ Aw WAU Venting V.9 o Venting V U=VF/R .01L73 U_VF/R -Total AwZ, t Total ----------------------------------------------------�-------- WAU�Net Uw OS 7 Total Ar4992 Total CAU SLA_ RAISED FLOOR i LIGHTING BUDGET ------- ----- -- DESIGN L F LF EdgeR- .90 Component R Cover SPACE AREA LPD WATTS W/LUM NO WATTS EdgeR+ 10$ , 72 '11.7 Flooring RNTgtL 1� Z.p 99g4 S1abR- .55 Insul TotalSlabR+ , 50 .00 171.71 Crawl Air Films V V1E «%" F�R]R 6V $ Af 991 F2 .S8 Total R 7M�_��� �NCAN S_ � _jM _3 3o0 Framing F U-F/R Af FAU ---Total-Af4��s Total-FAU 1--. TOTAL 4992 998--- SIZE --CLF---- - ----- HVAC TW�p TS 9 DR��DW�'L Equipment i¢S pA Y�� 376 Co48 09 S -- -------------- %S94nl orO�. -AZ TH��TN_W.T TC•��CS_ f -+ aMO-4000•-i 00 -+ I31,.-q;ncona0n0co IZWrr00 00N rI,-c0t­ zva) -cfl �DtON00 -a ONd 0 cflNco z I� 0x 0000MkO000) ONOONO) ct L__ .;dl c (3) N(D 0 t -+N Orn0\cpa0t!)cpNOC� C� x - _ w to C7 0i \ C� N d d d1 In C� (O ip .-� (fl N w I I I C- In Cr) O I I I i (� � Cil Oi l` 01 O c-+ .-+ � ,-1 ,...1,-1 N w W F I I I I E-• — . I0 It 11 12, rIAIW W 0 CHHO� aZl¢O?i W "'C: W <4w = O W O W 000 O ¢W 1HaCH 113H []5, H -+H ¢m II II 11 I1 11 11 II II 0C!? Il 11 11 11 11 11 11 11 11 11 11 11 11 C) � CO 1¢ ow_pq incl1c71x1U?G1.z 00 coR:C7fxa411 f U:z1E-•W>C ¢� '. =W�F4 1W,40 -E -::D0 2i 1CO-:440 -+OUE•-p=P.iC7C7N¢ O 0- .--I U]¢ 1d-0HU,.4- ¢ 1¢l-0f-UWU-)WW�Ej W ¢1 H ¢1W1�zlbUW 1 ¢IOWA.:..gU.1D =HCA 04 Q rU ¢ >Ouu.wa—W OUWW0WI�aW.4WW .� W aar� 0 > n,cnlc�w U ,x SUAPLMD COMPLIANCE APPROACH WORKSHEET WS—Is _ V I // ob-24.91 Propa TWa 01maw Lora Day GENERAL BUIIAING DATA (1)CEC Occupancy Q a rpts (3)Exterior Roo(/Ceiling Area 4992 (S)RooUCetling Insulation Height o (7)Venical Glazing Mea t94. ROOF/CEILING (2)Permit Conditioned Floor Area 4-792 (4)Conditioned Pcnmeter 29�. (6)Gross Exterior Wall Mea 2.960 � (8)Opaque Extenor Wall Area 17 6 (9)Suspended ailing, yes/no?�: (10)RooKciling construction Assembly (DT -1) A 9 e, X DFSC,2!i'T10N AREA ft- wood R 3o (11) ❑ Raised Floor (R•11 Required) e'.2) B Slab Floor (No Requi 03)EVenor Wall Construction Assemblies (DT -2) A r M DFSCR!!''r;0N AREA(1`171 3 tt�ooD 12 /9 2i�s 6221 F1 -9--c Lo & Lle : 100 1.7 • L19 t 770TAL EXTERIOR WALL AREA GLAZING (is)Type_SgwaL� PAM* CLEAR --moi TTi (17)Skylight Sizes A B (1h)Glazing percenivge allowed 21 (DT.)) a QTY DIMENSIONS l'YPE ARI::\ !AIN ROOM SIZE TOTAL AREA rf :. cq .z D' rt=' t PROPOSED 6221 F1 -9--c Lo & Lle : 100 1.7 • L19 (18)TOTAI. SKYLIGHT .-\AEA f101Fff�rur� C'Ine e.„e Rn. Chi.,tii. ��� L t t♦ � +.0 (20)Total effective glazing area (ft ) MAXIMUM ALLOWED PROPOSED 6221 F1 -9--c Lo & Lle : 100 1.7 • L19 Blank Forms N-6 9 S LIFIED COMP LLANCE -APPROACH WO R.KS tfEET W go ropa iur / O�•Z •9' . UGHTNG clicDaw Dots A e LIGHT FIXTURE Yrom table 3•:0 Ener • E( cicricy TYPE Malts !'-Clllre F-LOURESCENT w 4•fooi cncrgN, saving lam ps -L--lamp ruturm ` GENERAL LIGHTING ry BxC C P DISPLAY LIGHTING xE Lam rmures tandem wired 10.4 Z.00 ,L3 LOfor Rrud 1.$ (or ofRca t a=t 3 -lam ronures individually wired I I c x NA foo .8 r L2 - 1000 4 -lam Rnures FLUORESCENT w 4 -foot regular lam 1 s4 -,6 3 2 838 GLAZING AREA • l 154 - ps _1a rp rano es VENTILATION! INFILTR•\TION 3 -lamp ruaures tandem.wire 119 Q SKYLIGHT (ZS)Total heat loss 4`41 3 -lamp rw u res inoivIdualtywt ed 136 PEOPLE/APPLIANCES CFAIL:) and IN .TTnN1L��.0N/ 499E RAT (Vr•s) I' •� {� [4-larnp Rrures I., T11F.R 75 wan minfor incandescent /o0 3 30O TOTALS (21) 3 S (22) (23) General Lighting Power Density (Wrft.) MAXIMUM TOT. ALLOWED PROPOSED Z.00 ,L3 LOfor Rrud 1.$ (or ofRca t a=t HVAC SIZING .................... (24)Display Lighting Power Density (W/ftl) MAXIMUM TOT. ALLOWED PROPOSED S2 WALL AREA Zi `V 0 Z (or Rr.&i 0.101or Ofran W+1.I - (25)Cooling Load (27)Heating L.c)c, ,d A 8 C A O r COMPONENTCLF U.Lj TOT. ROOF AREA #7 4'!912 o, 11 z. S2 WALL AREA Zi `V Z, li(. s9 5 x 61 Vg x NA foo .8 r L2 - 1000 GLAZING AREA P U` NORTH (o —(7--3) + p ZS$ SOUTH GLAZING AREA • l 154 - EAST VENTILATION! INFILTR•\TION WEST 2.30. Q SKYLIGHT (ZS)Total heat loss 4`41 LIGHTING WATTS 3138 PEOPLE/APPLIANCES CFAIL:) and IN .TTnN1L��.0N/ 499E RAT (Vr•s) I' •� {� (26)Total heat gain CO!0PONENT U.Lj TOTAL ROOF AREA u 4.9 2 c - 1) Z .87 1 27 WALL AREA « Z�� 2.23 61 Vg x NA foo .8 r L2 - 1000 trLA!! i ss IS& at 42.161 GLAZING AREA • l 154 - l I VENTILATION! INFILTR•\TION At' -•I 4 $301. 2.30. 199 IL (ZS)Total heat loss 4`41 (29)Cooling F.quipmcnt Size (kt tuh) MAX. ALLOWED PROPOSED 1.3 r L:.6 - M00 Plum GV)Heaung Equ pmcnl Size (khtuh) MAX. ALLOWED PROPOSED NA foo .8 r L2 - 1000 Plaru IV -7 Blank Forms .. ' rm)ect Title -- W Installed insulating material shall have leen certified by the manufacturer to comply with the California Quality Standards for insulating material. (—f All insulating materials shall be 1713 of the UBC. installed in compliance with the flame spread rating and smoke density of Sections 1712 and IV After installing insulation, the installer shall post an insulation certificate (IC -1) in a conspicuous location. JW All doors and windows installed between conditioned and unconditionedspaces shall be designed to limit air leakage into or from the building envelope. *f All manufactured doors and windows installed shall have air infiltration rates cenified by the manufacturer per Section 2.5317(b). (be Site -constructed doors and windows, onenor )oints. and openings in the budding envelope that are observable sources of air leakage shall be caulked. Basketed, weather-stripped or otherwise sealed. All glazing for climate zones 1 and 16 must be special glazing with a maximum overall U•value of 0.65. Skylights shall be installed only in rooms where the room area is 'at least 50 times larger than the skylight area installed in the room. HVAC and Plumbing System Measures (tt r Piping, except those conveying fluids at temperatures tsctween.'60 degrees and 105 degrees Fahrenheit or within HVAC equipment, shall be insulated in accordance %ith Section 2.5312. (� Natural gas appliances shall not be equipped with a continuously burning pilot. (� Heat Pumps shall be installed with controls to pre%eni electric resistance supplementary heater operation when the heating load can be met by the hent pump alone. Electric resistance supplementary he.iter operation is permitted during transient periods, such as stan•ups and following rw)m iherm,Kiat setpoini advance. when .nnirols are provided which use preferential rate control, intelligent recovery. staging. r3mping. or Similar control mechanism& de% fined to preclude the unnecessary operation of supplementary heating during the recovery penal Supplementary heater operation is also pennined during defrost. (a� If a circulating hot water system is installed, it shall have a control' capable of automatically turning off the circulating pumps) when hot water is not required. (Of Ventilation air shall be provided per Section 2.5.W. (6e Air handling duct systems shall be constructed, installed. scaled. and insulated as provided in Chapter 10 of the Stale Mechanical Code (Title 24, Pan 4). (� On mechanical ventilation supply and exhaust systems capable of moving more then 5.000 cfm of air, automatic dampers interlocked and closed on fan shutdown shall be provided On gravity ventilating systems. either automatic or readily accessible manually operated dampers in all openings to the outside. other than combustion air openings, shall be provided. (� Lavatones in restroom: of public facilities shall tc equipped with: l a) outlet devices that limn the now of hot water•io a maximum of 0.5 gallons per minute, or with self-closing faucets that limit delivery to a maximum of 0.25 gallons of hot water for recirculating systems and to a maximum of 0.5 gallons for non recirculating systems. b) devices that limit the outlet temperature to 3 maximum of 110 degres Fahrenheit. (si.(/ Room air conditioners. central air conditioning heat pumps (regardless of capacity, except that requirements for central air conditioning heat pumps with cooling capacity of 135.000 Btu per hour or more apply to heating performance but not cooling performance), other central air conditioners with a cooling capacity less than 135.000 Btu per hour, fan type central furnaces with input rate less than 400,000 Btu per hour. bo;lers. wall furnaces, floor (umaces, room heaters, unit heaters, and duct furnaces shall have been certified to the California Energy Commission by its manufacturer to comply with the efficiency standards. (wK Each HVAC system shall he equipped Aim at least one automatic device to set back or shut off the system during periods of . non-use or alternate use of the budding spaces or zones served by the system. (timelock) 1V-3 Blank Forms Z co X V N V L L ba 6D O C C 7 V D Y V v A Q L. � Z•C V V V `•`• L> � V+ V Y C C �p V .0 0 O A 2 q 0 V OD p V D vV v V 7 C $` V o0 o.- B y J y�Cy@y 00 m u U O w L CL C O O V - - h A O L - B A u 6 u V V V � ii � Cx � -• L Q !"' r E Y c •C � 0 3 - QQ - O o�•Y o cToii cg C o0 y-0.0 E i � o `CC tL o� J y V I C E o V $ C 3� U C V L C >• N L O l y m Y � g C = C`�' CL $L. � Vca L R A C l. V - y D •' C i� L V y O c >. O C N ` a.D h '-7 2 L c t m o _o E o V x t E ti a m co o �L L p E. �L u �_. O �' - o mow `E.• y 0 — J O 7 V E .Co C p L c0 =• L .c O L X V m C A w u C V L a 3 c - C ryy S — V$ � p V N A V 0. 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O �' - o mow 41 .c O L X V m C A w u C V -gyp'+ .o c ip •_) m m m U 3 n O O C L Ln r C C a o u cm Dc o`c n y N c O c _ pyE .Voo V;^ $ ^ m 'O p @ � � � / = �o O m m V iS @ A N L' �• J r c rt L u C L n Oc n E j( J L_ 7" G E C X 0 Co lei Q ` CL C 41 C qd �• �• C L 3 g O 2 C j R V N ry .n m o5� d E e9 eV -R � �p� �C - g m O `YZ13 r1 O w��-� L 3 V C y t E to p !y �O V4 J 4 V V V Y V � C C_ �.. � — i.+ V •T C C V N L S D ` � ,n vs>$ c 0 c EY E c - 3 @ n p 8 A 4 O D t0 V 7 v O L j m w• C L — V Y uu l C L �! V N L L C C N V N L N L .gyp m L o 4 L Ul 3uXB t5SrE E? -E`oA`o-5 >= O 3 Z co TO Build:na Deuartment Co. FROM: Environmental Health SUBJECT: Sanitation Clearance _ r S� owner Plan Approved for: Sewage Disposal Hold final for: 7inal clearance O.K. for: Clearance for bedroom mobile home. NOTE Sino tarian (6- 33 •off AP# Water Supply Water Supply Water Supply Other Qr1i ►_ e to SO. Gy' /OZ/5Z-r7 r ate "z A AA 66-33-01 92-1493E ' } JENKS, Bradley ; 14126 Skyway, Magalia elec for landscaping/comm R 1' . r J --COUNTY OF BUTTE'- DEPARTME_NT OF PUBLIC WORKS,.a 7 County Center Drlve - Oroville, Cellfornla 96965 - Telephone: 916,'538-7541 APPLICATIONAND PERMIT PERMITj(��ffO. l T ASSESSOR R L NUM5r9__ 066-330-001 NIN 11C BUILDING PERMIT OWNER ijradley R. Jenks TELEPHONE 872-8729 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 5905 Clark Rd., Paradise 95969 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER Joseph Varhel. i Mill LICENSE NO. 0020935 Plan Checking Fee $ Ener Plan Checking Energy g Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 14126 Skyway, MaRalia Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. 47 SUBDIVISION NAME Skyway Plaza PARCEL MAP 73-60 Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other COf;>rlercial Video Rental SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel C Utilities ❑ Installation E, Other [N Describe work: _ Landscape Electrical Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS _ Main service 200A TO IOOOAI 37.50 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- 11�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.&\ 3.64 sq.ft. OR ADDNS. ( ACC. BLDGS. II NEW CONSTR. MULTI -OUT LET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES AO 764 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EAJ 1 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. IVirin 15.00 9 Permit Fee $30.00 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. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g 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 County Ordinances and State Laws relating to building construction, and hereby authoriYe 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 liabilitA . '-judgGn�ehts, cos , nd expenses which may in any way accrue against saidj�runf`y 'P' cgnse a oft granting of this permit. (� X f J Date ) "' [1 / �� Signature Applicant — Wner:yi- Contractor ❑ Agent ❑ An OSHA permit is required f.-xeaGations over 5'0" deep and demolition or construct- ion of structures over 3 stories height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 30.00 HAz DFEES IMP FLOOD CDF PARCEL PO HO ISSUE This permit is hereby. issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated a o for which fees have been paid. R OF PUBLIC WORKS By ,e - Date S /i PERMIT EXPIRES Date inGin Receipt No. �/0 I T.b �/ WNITE-D.P.W., TELLOW- ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovllle, California 95965 - Telephone: 916-'538-7541 APPLICATION AND PERMIT PERMIT0. ASSESSOR PARCEL NUMBER 055-330-001 ZONING •' DIC BUILDING PERMIT �' OWNER Bradley R. Jenks T-ELEPHONE 872-8729 SQ. FT. OCC. BUILDING VA UAT N OWNER'S MAILING ADDRESS 5905 Clark Pd., Paradise 95969 CONTRACTOR'S NAME TELEPHONE Owner CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation Is Filin Fee g $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER Joseph Varhel i Mill LICENSE NO. CO20935 Plan Checking Fee $ Ener Plan Checking Fee Energy g $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee PLUMBING PERMIT Filing Fee 15.00 14126 Skyway, Magalia Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. 4:7 SUBDIVISION NAME Skyway Plaza PARCEL MAP 73-60 Water piping 1 7.00 Each qas water heater or vent1 7.00 USE OF STRUCTURE Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 SF ❑ Duplex❑ Mobilehome❑ Other Conrtercial Video Rental Mobile Home S G W @ 15.00 SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other n Permit Fee $ Describe work: Landscape Electrical _ Contractor ELECTRICAL PERMIT FilingFee 15.00 Main service 600VORLESS 18.50 200A OR LESS Main service 200A TO IOOOA) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F -1I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- NEW CONST.( DWELLING OCCUP.&\ 3.6Qsq.ft. OR ADDNS. ACC. BLDGS. II NEW D, MULTI -OUTLET @ 5.00 NO N•RESIESID BRANCH CIRC ITS POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES A20 76d FIXED APLNS. Ex. Occup. OUTLETS PIRESID IREA.� I 3.00 sation, will do the work,and the structure is not intended or offered or sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) Temporary service 15.00 Mobile Home Facilities 15.00 Misc. �yirin 1 15.00 15.00 9 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee $ 30, OO — Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 15.00 ❑ The permit is for $100.00 (valuation) or less. Heating ❑ 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. Coolin g shall not employ any person in any manner so as to become subject , Hood 6.50 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. 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 Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, i nify and keep harmless the County of Butte against all liabil1 'es, ud pts Cos , and expenses which may in any way accrue against ai u y n c se u c of t granting of this per 't. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ 30,00 rlAz DFEES IMP FLOOD CDF PARCEL PD HD ISSUE I X Date This permit is hereby issued under the applicable provi- Signature Applicant — caner Contractor El El An OSHA permit is required vations over S'0" deep and demolition or construct- ion of structures over 3 stories in height.D Receipt No. I L �� �. of the Butte County Code and/or resolutions to do work work indicated above for which fees have been paid. R OF PUBLIC WORKS By Dates PERMIT EXPIRES Date WHITE-O.P.W.. YELL04-A53lSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT t COUNTY OF BUTTE - DEPARTMENT,O'P-PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, O�VORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER . AmG1 J r�-41r'S A. P. No. 6C - 3-3 Proposed Building Use ��^^� M/SC G�d�C_ Building Inspector C-14 Date s Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED By /e 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. All items have been submitted. Plot plans, 3/4 sets, signed by preparer of plans. f Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof$ .......................................... Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval Health Department . ............. City of Chico plumbing permit. ........................................ . Plot plan and business license approval from City of Biggs/Gridley. ............. Y ' Planning approval for (A) Use: (B) Parking: ........ t ..- Contact Land Development about (A) Improvements (B) Drainage. Driveway permit (construction approval required prior to occupancy). Pre -Inspection requ�-� Pre -inspection for required. .. to Building inspector (Date) Contractor's license information. (No., Name Style, Classification) ............... Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ) ............ Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ....................................... . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ........................................ . Mobilehome utility clearance. ....................................... . Documentation of legal access. ....................................... . Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits . ...................................... Plan check list . ...................................................... When you issue the permit, process as follows: V Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage A�pplica Date / Copy of Haz-Mat form sent Health Dept.Fire Dept. Air Po lutiba-Efate Copy of plans sent Health Dept. Fire Dept. �""0 eDate By - The following data must be submitted prior to permit issuance:.(Circle new item not checked above) 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail i Counter by _ Date Contr ca tgner, owner, was advised of above required data by _phone _mail I Counter by _ Date Plans-( he}c =ecyby Date Plans approved by Date ,%_j Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works q`ej COUNTY OF BUTTE - DEPARTMENT !OF PUBLIC WORKS 7 County Center Drlve - Orovllik Callfohle 95981 . Telephono: 916 '5311-75,11 y- APPLICATION AND PEIRMIT CONTHAc a Vrt-a rtnmc CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER ri , LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER Jopr, .`i" 1 ARCHITECT OR AlENGEER'S MAILING BUILDING ADDRESS lll� e Skyway, LOT NO. SUBDIVISION NAME 47 skyway P1-qz:z USE OF SF ❑ Duplex❑ Mobilehome❑ TELEPHONE UNKNOWN LICENSE NO Ct),20935 ESS LPARCEL MAP 0 7 3 L a UCTURE a'�'L' Vid�p Rental SPECIFY TYPE OF WORK New LJ Addition ❑ Remodel[:]'- /emodel ❑ ' Utilities ❑ Installation❑ Other Describe work: L,,q,4 G &, �1GCt� rG� 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 Ao. 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 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): [__] The permit is for $100.00 (valuation) or less. ❑I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code; you must forthwith comply with such provisions or this permit shall be deemed revoked. 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 Ii ities„judg s, costs, and expenses which may in any way accrue aga' st ai o t in o e of a granting of this permit. X Date Signature of Appl' I Owner _ Contractor 0 Agent ❑ An OSHA perms a ovations over 5'0” deep and demolition or construct- ion of structures over 3 stories in height. //O /9f PERMIT NO. u BUILDING PERMIT G SQ. FT. I OCC. I BUILDING VALUATION Fireplace $ Contractor ELECTRICAL PERMIT Total Valuation Main service 600v OR LESS 200A OR LESS $ Main service 200A TO 1000A1 37.50 Filing Fee $ 15.00 Permit Fee $ Plan Checking Fee $ Energy Plan Checking Fee — $ Penalty $ Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater — 20.00 -- Water piping ------------ 7.00 Each qas water heater or vent 7.00 Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW f 15.00 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600v OR LESS 200A OR LESS 18.50 _ Main service 200A TO 1000A1 37.50 NEW CONST.( DWELLING OCCUP,h\ OR ADDNS, ACC. BLDGS. II 3.64 sq.il. NEW CONSTR. 'ULT.I.OUTLET -re) I @ 5.001 (POWER APPARATUS e) (POWER OUTLET CIR, Ex. Ocr,up(oIJ7LETs OR FIXTURES AO o 76d-4 FIxED APPLNS. OR �T{_ Ex. Occup. OUTLETS IRESID.I EA.) 1 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee Contractor MECHANICAL PERMIT Heating Filina Fee 1 15.00 Cool i ng Hood 6.50 Ventilation- - Permit Fee _ __$ Contractor Mobile Horne Installation Fee $ Energy Inspection Fee $ —�" CONST ryiL [TOTAL___F_E_E $ I- IIAI I D FEES I ItdP� fL000 I COf PARCEL FO HD 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. DIRECTOR OF PUBLIC WORKS By Date COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. r 1. I personally plan to provide the major -y-1 b and m terials for construction of thDhave/ave sed property improvement (yes or no) CA 2. I not) ( signed an ap ication for a building permit foroposed 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 haveabired 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: uz 'l Property Owner Social Security Number 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. f/L C NolrthStar:v`s�� ENGINEERING Civil Erlg eevi • Mums - 3urybyors CONCRETE RETAINING WALL DESIGN CLIENT:: ALL THE BEST VIDEO DATE: FEB 27, 1992 -c OT EN MAGALIA, CA. CALC: bg DATA: 80 100 1500 2000 20000 0.35 0 WALL DIMENSIONS: =ACTIVE $OIL PRESSURE (PSF) =Solt Weight (PCF) =Maximum Allowable Soil Pressure (PSF) -Concrete Strength (PSI) =Steel Strength (PSI) =Boll Coefficient of Friction =Additional Load on Wall (PLF) OVERTURNING FORCES: RESISTING FORCES: 0.5 « t .Well Thickness (Feet) 4 = H =Wail Height (Feet) 1 = h Footing Thickness (Feet) 2.25 = A =Heel Width (Feet) 3 = w =Footing Width (Feet) 0 =Equivalent Height of Surcharge (Feet) 375 = H1 =Horizontal Force (Pounds) 626 = Mot=0vorturning Moment (FT -ft) 300 450 130 0 880 1068.75 CHECK OVERTURNING: CHECK SOIL BEARING: W1 =Weight of Wall (Pounds) = W2 =Weight of Footing (Pounds) = W3 =Weight of Soil Above Heel (Pounds) ( s01L + t c- rt A 3) = W5 =AddMonal Load on Wall (Pounds) = N =Total Vertical Force (Pounds) = Mres =Resisting Moment (Fr -lbs) 1.71 =Factor of Safety (>1.5) 1.00 = e 878 =Maximum Soil Pressure (< 1500 ) -291 =Minimum Soil Pressure t... ; . Note: Not full base burring see attachment •', ; , �} a`�9�a� for adjusted bearing calculation. ISUTTE COUNTY 13U1LDING DEPARTMENT APPROVED Z0'd sAm OI-1and'0'3 A!9 co c W tic 20 DECLARATION DRIVE - ..., CHICO, CALIFORNIA 95.926 916-893-1600 01 JN3 :t1UiSHia0N WOdd EF ChL Zb:Oti Z66Z-20-dUW i IV CHECK SLIDING: 375 = H1 =Sliding f=orce (Pounds) 308 = Resisting Farce (Pounds) (see attachment for passive soil resistance/sliding analysis) DESIGN WALL VERTICAL REINFORCEMENT: 0.08 . Area of Steel Required (Sq In) (USE #4 REBAR 0 24" OC VERTICAL STEF-L) (USE #4 RERAR @ W7 OC HORIZ. STEEL); 0.108 SO IN REQDIFT WALL, VERTICAL STEEL; SLIGHTLY UNDER MINIMUM, SAY OK FOR ONLY A 4' HIGH WALL 0.72 SQ IN REODIFT WALL HORIZONTAL STEEL; #4 @ 13" OC OK &:6» 2=2!>?61, Ga 28.z"t, AP 404i.4aS z0 • d sAm o f -isnd • s• s z 4 -IS7 --/v, 4 G'' Z4 bG 01 1$, 1001011r,001-10 e-041- o� b � ` � d � O O • ; G" 7�ivsa4 a � ' G1 3 ONS ZtUiSHi'JON WOaa EP:OZ E667-20-adW b0 ' d -ld101 _ - �rrt �e-5.-t-• v t � o .. su.C. 4•�t� �d».�r10r�r�wtT�� an.hse ,e°-�, •� G•Y.c 3�••4 'a •z •� _ s7$ P7� r 87S Zo,;................... _................._ ..._ ....._ �.ZS. 151 OJf- cCALC- Or a ot_ vim . _ .. .3.. x .578.. = 2.L3�•'� _ zo8 OK ti� cvM r,en-J , •-C n I r1N=i AH i -,H I HnN wnl.-4-4 ":0Z ?66T-20-'IHJW J MILL ENGINEERING J JOB NO. 07-05 MAY, 1991 WENDELL REINERTSON ARCHITECTURAL DESIGN AND DRAFTING ALL THE BEST VIDEO LOT # 47, SKYWAY PLAZA MAGALIA, CA 95954 DESIGN CRITERIA STRUCTURAL e CONSTRUCTION SHEET 1 OF 16 /. PROdi.nE f�-ND�O/Z �l�E lS EGL /�/4T�3' �.t� PEaJ fly The subject of these calc's is a Partial Structural Design for Gravity and Lateral loads for a single story commercial building of conventional wood frame construction. 2 - FE7Zillit/ ALC CODE 1988 UBC LOADING: M � 7TA Z— ' ROOF - DL = 15 PSF - LL = 30 PSF (SNOW) FLOOR - DL = 10 PSF WALLS - DL = 16 PSF (EXTERIOR STUCCO) = 10 PSF (INTERIOR) c�� V A r .• �`� WIND - p = CexCgxgW - 75 MPH, EXP. B v _ .7x1.3x15x1.0 = 13.65psf -15.00 psf min. TO 20' _ .8x1.3x15x1.0 = 15.60psf TO 40' SEISMIC - V = ZICw/Rw - ZONE 3 _ .30x1.0x2.75w/6 =.14w 'MATERIALS: y r� CO209:35 $ ren 1-0 Ex vi LUMBER - 2X & 4X Members - D.F. #2, Fb = 1250 psi except 2 x 4 studs - ST. GR., Fb = 800 psi, 6 X & > - D.F. #1, Fb = 1300 psi @ BMS. & Fb = 1200 psi @ Post, U.N.O. GLULAMS - Std. Spec's - Glu Lam Timber AITC -117, Fb = 2400 psi PLYWOOD - APA U.S. Product Std. PSI 1-83 CONNECTORS - Simpson Strong - Tie Noted (or equal) A. & M. BOLTS - ASTM A307, Unfinished STRUCT. STEEL - ASTM A36, U.N.O. CONCRETE - Ult. Compr. Strength - f'c = 2500 psi @ 28 days REINFORCING - ASTM A615, Grade 40 ALLOW. SOIL BEARING PRESSURE -1500 psf v 3569-D Connie Circle 9 Paradise,. California 95969 0 (916) 872-1261 /, •,V .11)11 07VOi J BILL ENGINEERING Z --- --�-� 9HE[T NO O __ OF x 3569•D Connie Circle ��� Paradise, California 95969 CALCULATED BV DATE (916) 872-1261 CHECKED BY DATE_ SCALE ......_ . . ..... .............. . 4J -� 0¢J Ks n Z� t� 0!���X �d f57 f �� ............ /l00% I„ i4 c c J c A I ' ;........ �� ... .......... ._.. Ir ... ....... . ..... .............. ... ._ _ ' .. .... ......................... .. _._... _... _ :... .............................. _......__:.... ................. c , ..... _ +. ...................................................... `.......... S 575 ............__......._..__ w ... _ ..../.2 X %..0..�5'�f .t_�.d3 ........ u'vc. /Zx �i�.-f . �3 - / K , X- ozo 3. �� .. .... ........ :.............. ................................... ....... ... . .... , ............ :.... .... ... .... ..�..... -J . .............. ..... .......................... .......... .._....,...._ .. /55 �2 ,� i3 2 .. F ..... _ ......_ � 7o" ... 5� (,O% X) 4x o/=,i5..'�.:.... ..._ t� wa.<.../..f.........x.:.�� %._gra. E!..... :_.. _. .� 95�J`......2....�. P....�9 � ....... .. .............. ......................... ... ........................ ....._ ... _.............. ..... ... ... _. ..... ....................: ................. ....... ..... 13.......... . ......... .... ..............................._..... ..._................... ....... .... 5- // P�' J HILL ENGINEERING ' 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 SHEET NO. OF OF CALCULATED BY- DATE CHECKED BY SCA DATE c/06 ,1,'.,4, ((vh I �) BEAM DESCRIPTION: BEAM B - 1 OVERALL BEAM LENGTH (FEET)....... 13 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 10 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 575 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 575 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 340 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 2,514 POUNDS. RIGHT SUPPORT = 5,301 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 4.37 FEET FROM LEFT SUPPORT MATERIAL_ PROPERTIES MOMENT('#) SHEAR(#) 0 0 0 2,514 -3,607 -3,236 -3,607 2,065 -5,497 0 ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2.400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 SECTION PROPERTIES ------------------ FOR A 5.125 X 21 : BENDING STRESS (PSI)........ 186 SHEAR STRESS (PSI)........ 31 D � 4-1 rJ DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.32 FEET. MAXIMUM DEFLECTIONS: " DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.01 4.56 TIP OF RIGHT CANTILEVER -0.01 13.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 9398.13 Jv� 07-0 6,/qE1----,4M5 (60IJ7� BEAM DESCRIPTION: BEAM B - 2 OVERALL BEAM LENGTH (FEET)....... 19 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 19 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 715 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 9.50 2,700.00 LOAD CALCULATIONS ----------------- REACTIONS: LEFT SUPPORT = 8,143 POUNDS. RIGHT SUPPORT = 8,143 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 9.50 FEET FROM LEFT SUPPORT MATERIAL_ PROPERTIES MOMENT('#) 0 0 0 0 -45,089 ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 SECTION_ PROPERTIES FOR A 5.125 X 21 BENDING STRESS (PSI)........ 1,529' SHEAR STRESS (PSI)........ 96 SHEAR (#) 0 8,143 -8,143 0 1,350 TO -1,350 C3 ' �C�ti �� Jo/ a� - 4!577 7 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS' 0 FEET. MAXIMUM DEFLECTIONS:.. DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.39 9.50 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 585.84 v/oe O 7-o S �, 14, 9E,4 m S (aY() 7, )) BEAM DESCRIPTION: BEAM B - OVERALL BEAM LENGTH (FEET)....... 12 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 12 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 715 LOAD_ CALCULATIONS REACTIONS: LEFT SUPPORT = 4,290 POUNDS. RIGHT SUPPORT = 4,290 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 4,290 LEFT SIDE OF RIGHT SUPPORT 0 -4,290 RIGHT SIDE OF RIGHT SUPPORT 0 .0 CENTER SPAN AT 6.00 FEET FROM LEFT SUPPORT -12,870 0 MATERIAL_PAOPEATIES ELASTIC MODULUS (MEGA PSI).... .. 1.7 ALLOWABLE BENDING STRESS (PS .I)... 00 ALLOWABLE HORIZ. SHEAR (PSI)..... 85 ALLOWABLE OVERSTRESS (%)......... 1 MAXIMUM ALLOWABLE STRESS (PSI) 1495 MAXIMUM ALLOWABLE SHEAR (PSI).... 97.75 ZZ Ic SECTLON._PROPERTIES FOR A 5.5 X 1 1. 5 ����L BENDING STRESS (PSI)........ 1,2'14 �/ SHEAR STRESS (PSI)........ 85 C� CV" DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.28 6.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 510.51 J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 5 5-5 JOU SHEET NO. l O - OF CALCULATED BY DATE- CHECKED ATE CHECKED BY DATE_ SCALE r 0!l,�Te i�f�DGa D %Ci(✓��✓ G ell .- .. ...... /J�7c,�/C BEAM DESCRIPTION: BEAM -B-5 OVERALL BEAM LENGTH (FEET)....... 12 DISTANCE TO LEFT SUPPORT (FT).:.. 0 DISTANCE TO RIGHT SUPPORT (FT)... 12 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 1260 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 7,560 POUNDS. RIGHT SUPPORT = 7,560 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 6.00 FEET FROM LEFT SUPPORT MATERIAL PROPERTIES MOMENT('#) SHEAR(#) 0 0 0 7,560 O -7,560 0 .0 -22,680 0 ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 2760 MAXIMUM ALLOWABLE SHEAR (PSI).... 189.75 SECTION_PROPERTIES FOR A 5.125 X 13.5 BENDING STRESS (PSI)........ 1,771 SHEAR STRESS (PSI)........ 133 '1V DEFLECTIONS tllDr, 1,2 7- c 5,-'�eC7 iZ n& ir-e, BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.31 6.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 462.38 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 420 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.10 6.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1387.15 % J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB " 7 O S7 SHEET N0. 43 r OF CALCULATED BY Z DATE fF CHECKED BY DATE_ SCALE / / - � �� �� - � ��NN� 0v�o�0����0�o� �oo ^ J �"�=^=^ �°^`~=�^`��°�°�"^``= J56Q'DConnie Circle SHEET NO. a Paradise, California 05yhy CALCULATED o, (916) 872'1261 CHECKED BY SCALE r. -- --r— �- ---'- '-' � / � ' i / � ,_-~___-_-�_�-_, . . _........... -'_ ,'_...... ' ..............' i ' U , -............. ..... ....... ...... ............ ...... .... r--� . . / . 9 J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 o?, - �� J SHEET NO. � 1S OF CALCULATED BY `� DATE CHECKED BY SCALE DATE J KILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 �� �J� JOB SHEET NO. CALCULATED BY CHECKED BY SCALE OF /16 DATE DATE _ r J DILL ENGINEERING JOB NO. 07-05-R2 SEPTEMBER, 1991 WENDELL REINERTSON ARCHITECTURAL DESIGN AND DRAFTING ALL THE BEST VIDEO LOT # 47, SKYWAY PLAZA MAGALIA, CA 95954 DESIGN CRITERIA (je-1) 1114-lql STRUCTURAL • CONSTRUCTION SHEET 1 OF 25 The subject of these 9; c' c's is a Partial Structural Design for Gravity and Lateral loads for a single story commercial building of conventional wood frame construction. They are to be used together with REVISION 1. CODE 19M UBC LOADING: ROOF BUTTE COUNTY `Y . - DL = 15 PSF BUILDtNC DEPARTMENT - LL = 30 PSF (SNOW) P P R ®V E D y - DL = 10 PSF - LL = 75 PSF - DL = 16 PSF (EXTERIOR STUCCO) = 10 PSF (INTERIOR) WIND - p = CexCgxgsxI - 75 MPH, EXP. B = .7x1.3x15x1.0 = 13.65psf -15.00 psf min. TO 20' = .8x1.3x15x1.0 = 15.60psf TO 40' SEISMIC - V = ZICw/Rw - ZONE 3 = .30x1.0x2.75w/6 =.14w MATERIALS: QPpFESS/ON PCO UpVA y '9C C? co y m r m AIz * \ exp. y-'5V-Vj / * / T CML ��P �ZOF CAUfdl"� LUMBER - 2X & 4X Members - D.F. #2, Fb = 1250 psi except 2 x 4 studs - ST. GR., Fb = 800 psi, 6 X & > - D.F. #1, Fb = 1300 psi @ BMS. & Fb = 1200 psi @ Post, U.N.O. GLULAMS - Std. Spec's - Glu Lam Timber AITC -117, Fb = 2400 psi, STD CAMBER (R=2000) U.N.O., 24F -V4 @ Simple Spans & 24F -V8 @ Cantilever Conditions. PLYWOOD - APA U.S. Product Std. PSI 1-83 CONNECTORS - Simpson Strong - Tie Noted (or equal) A. & M. BOLTS - ASTM A307; Unfinished STRUCT. STEEL - ASTM A36, U.N.O. CONCRETE - Ult. Compr. Strength - f'c = 2500 psi @ 28 days REINFORCING - ASTM A615, Grade 40 ALLOW. SOIL BEARING PRESSURE -1500 psf 1013 Dorward Lane - Napa, California 94559 - .(707) S5S-8135 d. U. �rrr-T -. p.E. 1013 Dorward Lane Napa, CA 94558 (70 7) 852.8135 JOB—e9 7-Aos 1,E��si©�v SHEET NO. j 40 OF CALCULATED BY to /l/ DATE CHECKED BY SCALE DATE .............................................. c/�757.: L��`.....,.....:..-........;.,............................�.................. f w�...........................,......_.........v.........:................ 1013 Dorward Lane Napa, CA 94559 (707) 258-8135 JOB Dz- 051e z SHEET NO. OF CALCULATED BY DATE ✓ ` v / CHECKED BY SCALE DATE _ ����,e,� � :_,✓,�G/sus .-s'H��� r J. U. EiII-L, P.E. 1013 Dorward Lane Napa, CA 94558 (70 7) 2 52 -8 13 5 JOB a7 -o o z Z SHEET NO. ew OF zs CALCULATED BY DATE -9 ✓ CHECKED BY DATE R ]L30. IE. 1013 Dorward Lane Napa, CA 94558 (707) 252-8135 JOB -a 7-a 5ec 2 SHEET NO. FZ/ OF CALCULATED BY 1! Z JWDATF CHECKED BY SCALE DATE 1013 Dorward Lane Napa, CA 94559 (70 7) 262-8136 JOB D • +y ��� SHEET NO. OF CALCULATED BY DATE CHECKED BY SCALE DATE J. U. HII.L, P.E.�J D SITZ JOB > 1013 Dorward lAne SHEET NO. Z 3 OF Napa, CA 94558 r/ % � 7 � pi 5 2 -9 1 S 5 CALCULATED BY `� � DATE CH 'KED BY DATE ✓f j SCALE Y •J_ U_ gII.I., p_E_ 1013 Dorward Lane Napa, CA 94668 (707) 262-8136 07 - JOB I/A_ SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE 7-1116 PETA/G-l/rU�S J�4,.t�S Z t ......................_.................. ;........... .... _...... .... _....... .:....... i ............ .... ........... .'.......... :............ t... ............ ............ ..... ...._ ...... ......... ................... ..... ,......... .............. ........ ........ :............... .... ....................... :............. !..... ....... .:............ . .............. ............. .............. ............. ............ . ..f........� \ ....... .... ........ . .......... ............. ....... . . ....... : ............ 07 - JOB I/A_ SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE 7-1116 PETA/G-l/rU�S J�4,.t�S Z SEISMIC - V = ZICw/Rw - ZONE 3. = .30x1.0x2.75w/6 = .14w MATERIALS: LUMBER - 2X & 4X Members - D.F. #2, Fb = 1250 psi except 2 x 4 studs - ST. GR., Fb = 800 psi, 6 X & > - D.F. #1, Fb = 1300 psi @ BMS. & Fb = 1200 psi @ Post, U.N.O. GLULAMS - Std. Spec's - Glu Lam Timber AITC -117, Fb = 2400 psi, STD CAMBER (R=2000) U.N.O., 24F -V4 @ Simple Spans & 24F -V8 @ Cantilever Conditions. PLYWOOD - APA U.S. Product Std. PSI 1-83 CONNECTORS - Simpson Strong - Tie Noted (or equal) A. & M. BOLTS - ASTM A307, Unfinished STRUCT. STEEL - ASTM A36, U.N.O. CONCRETE - Ult. Compr. Strength - f'c = 2500 psi @ 28 days REINFORCING - ASTM A615, Grade 40 ALLOW. SOIL BEARING PRESSURE -1500 psf 3569-D Connie Circle • Paradise,. California 95969 •—(9 ) 872-1261 (707) Z577 ---V35 HYT J MILL EIYGInEERInG STRUCTURAL • CONST; UCTION JOB NO.07-05-R1 SHEET 1 OF 17 JULY, 1991 WENDELL REINERTSON ARCHITECTURAL DESIGN AND DRAFTING ALL THE BEST VIDEO LOT # 47, SKYWAY PLAZA MAGALIA, CA 95954 DESIGN CRITERIA The subject of these calc's is a Partial Structural Design for Gravity and Lateral loads for a single story commercial building of conventional wood frame construction. CODE 1988 UBC LOADING: ROOF - DL = 15 PSF LL 30 PSF (SNOW) 01FESS/0 y,�� - = �O Q FLOOR - DL = 10 PSF Vq'RyF - LL = 75 PSF - LL = 125 PFS (LIGHT STORAGE) ✓ CO20935 = rn o Exp. WALLS - DL = 16 PSF (EXTERIOR STUCCO) = 10 PSF (INTERIOR) IVII I' WIND - p = CexCgxgsxI - 75 MPH, EXP. B 0� GA = .7x1.3x15x1.0 = 13.65psf -15.00 psf min. TO 20' = .8x1.3x15x1.0 = 15.60psf TO 40' SEISMIC - V = ZICw/Rw - ZONE 3. = .30x1.0x2.75w/6 = .14w MATERIALS: LUMBER - 2X & 4X Members - D.F. #2, Fb = 1250 psi except 2 x 4 studs - ST. GR., Fb = 800 psi, 6 X & > - D.F. #1, Fb = 1300 psi @ BMS. & Fb = 1200 psi @ Post, U.N.O. GLULAMS - Std. Spec's - Glu Lam Timber AITC -117, Fb = 2400 psi, STD CAMBER (R=2000) U.N.O., 24F -V4 @ Simple Spans & 24F -V8 @ Cantilever Conditions. PLYWOOD - APA U.S. Product Std. PSI 1-83 CONNECTORS - Simpson Strong - Tie Noted (or equal) A. & M. BOLTS - ASTM A307, Unfinished STRUCT. STEEL - ASTM A36, U.N.O. CONCRETE - Ult. Compr. Strength - f'c = 2500 psi @ 28 days REINFORCING - ASTM A615, Grade 40 ALLOW. SOIL BEARING PRESSURE -1500 psf 3569-D Connie Circle • Paradise,. California 95969 •—(9 ) 872-1261 (707) Z577 ---V35 J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 -07-626- SHEET 07-62s SHEET NO. OF CALCULATED BY �`^ ' DATE ✓ /�/ (916) 872-1261 CHECKED BY DATE SCALE J BILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872.1261 JOB O 7-o SHEET NO. OF CALCULATED BV ✓� DATE CHECKED BY DATE_ SCALE BEAM DESCRIPTION: BEAM' B - 1 OVERALL BEAM LENGTH (FEET)....... 13 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 10 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 575 UNIFORM LOAD ON RIGHT CANTILEVER (PLF)....... 575 POINT LOAD ON TIP OF RIGHT CANTILEVER (LBS).. 340. LOAD_CALCULATIONS REACTIONS: 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 LEFT SUPPORT = 2,514 POUNDS. ALLOWABLE OVERSTRESS (%) ......... 0 RIGHT SUPPORT = 5,301 POUNDS. MAXIMUM ALLOWABLE SHEAR (PSI).... 165 MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 2,514 LEFT SIDE OF RIGHT SUPPORT -3,607 -3,236. RIGHT SIDE OF RIGHT SUPPORT -3,607 2,065 CENTER SPAN AT 0 4.37 FEET FROM LEFT SUPPORT -5,497 MATERIAL_PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%) ......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 SECTION_PROPERTIES FOR A 5.125 X 21 : BENDING STRESS (PSI)........ 186 SHEAR STRESS (PSI)........ 31 JDA 7-0 S .DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.32 FEET. MAXIMUM -DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.01 4.56 TIP OF RIGHT CANTILEVER -0.01 13.00 DEFLECTION FACTOR = CENTER SPAN I MAXIMUM DEFLECTION= 9398.13 /5-6 S/ ,r / D v►i� s �p C14/tt 13 I Avg 07-05 BEAM DESCRIPTION: BEAM B - 2 OVERALL BEAM LENGTH (FEET)....... 19 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 19 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 715 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 9.50 2,700.00 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 8,143 POUNDS. RIGHT SUPPORT = 8,143 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION 1.8 ALLOWABLE BENDING STRESS (PSI)... MOMENT('#) LEFT SIDE OF LEFT SUPPORT ALLOWABLE OVERSTRESS (%)......... 0 RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER SPAN AT 9.50 FEET FROM LEFT SUPPORT -45,089 MATERIAL_ PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 SECTION_PROPERTIES FOR A 5.125 X 21 BENDING STRESS (PSI)........ 1,529 SHEAR STRESS (PSI).....'... 96 SHEAR (#) 0 8,143 -8,143 0 1,350 TO -1,350 J�� 07-05 S,fye46;-7 7 'DEFLECTIONS ,,.BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS:_ DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.39 9.50 DEFLECTION FACTOR =' CENTER SPAN / MAXIMUM DEFLECTION= 585.84 �s TD ' CAS If"roe N Joe, o 7 - 0 s 5�/EE7 C-7,4- 5,c�M S BEAM DESCRIPTION: BEAM B-3 OVERALL BEAM LENGTH (FEET)....... 12 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 12 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL. UNIFORM LOAD ON CENTER SPAN (PLF)............ 715 LOAD CALCULATIONS ----------------- REACTIONS: LEFT SUPPORT = 4,290 POUNDS. RIGHT SUPPORT = 4,290 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(N) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 40290 LEFT SIDE OF RIGHT SUPPORT 0 -4,290 RIGHT SIDE OF RIGHT SUPPORT 0 .0 CENTER SPAN AT 6.00 FEET FROM LEFT SUPPORT -12,870 0 MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.6 ALLOWABLE BENDING STRESS (PSI)... 1300 ALLOWABLE HORIZ. SHEAR (PSI)..... 85 ALLOWABLE OVERSTRESS (q)......... 0<-- MAXIMUM ALLOWABLE STRESS (PSI)... 1300 MAXIMUM ALLOWABLE SHEAR (PSI).... 85 SECTION PROPERTIES FOR A 5.5 X 13.5 BENDING STRESS (PSI)........ 937 SHEAR STRESS (PSI)........ 73 G DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) 0.19 A06 o -7 - 0 5 POSIT. (FT) 6.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 777.29 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 90. DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.02 6.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 6175.15 __ -------------- 'JOBJ BILL ENGINEERING SHEET NO. OF 3569-D Connie Circle Paradise, California 95969 CALCULATED BY DATE O� (916) 872-1261 CHECKED BY DATE SCALE ,/v& a7-0 Sb��% // o,- 17 (Ci!)Aj �7-/�� BEAM DESCRIPTION: BEAM -B-5 OVERALL BEAM LENGTH (FEE ....... 12 DISTANCE TO LEFT SUPPORT (FT).:.. 0 DISTANCE TO RIGHT SUPPORT (FT)... 12 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL 1260 UNIFORM LOAD ON CENTER SPAN (PLF)............ LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 7,560 POUNDS. RIGHT SUPPORT = 7,560 POUNDS. MAXIMUM MOMENTS AND SHEARS: MOMENT('#), DESCRIPTION 0 LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 6.00 FEET FROM LEFT SUPPORT —22,680 MATERIAL_PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%) ......... 15 MAXIMUM ALLOWABLE STRESS (PSI)... 2760 MAXIMUM ALLOWABLE SHEAR (PSI).... 189.75 SECTION_PROPERTIES FOR A 5.125 X 13.5 : BENDING STRESS (PSI)........ 1,771 SHEAR STRESS (PSI)........ 133 SHEAR(#) !; 0 7,560 —7,560 0 Is] DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) CENTER SPAN 0.31 c/ , �, O 7— 67 POSIT. (FT) 6.00 DEFLECTION FACTOR = CENTER SPAN'/ MAXIMUM DEFLECTION= 462.38 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF).:.......... 420 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL,MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN .0.10 6.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1387.15 J HILL ENGINEERING JOB 7- 05 3569-D Connie Circle SHEET NO. /3, OF Paradise, California 95969 CALCULATED BY DATE- (916) ATE (916) 872-1261 CHECKED BY DATE SCALE J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872.1261 i' ...... ..... ..... ..... ..... ........i..l..... ....................... ._. . .. ... .......................................................................:. ! ii i .... ...... ...... ..... .... - ..... z ! JOB 1 SHEET NO. C/ OF / CALCULATED BY DATE CHECKED BY DATE _ SCALE i' ...... ..... ..... ..... ..... ........i..l..... ....................... ._. . .. ... .......................................................................:. ! ii i .... ...... ...... ..... .... - ..... z ! J BILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 ;7-05 JOB SHEET NO. ,1-5 OF /7 CALCULATED BY v DATE CHECKED BY SCALE DATE J HILL ENGINEERING 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 o� �S JOB SHEET NO. 1/r OF /7 CALCULATED BY DATE 5/-9/ CHECKED BY DATE_ SCALE J HILL ENGINEERING JM 3569-D Connie Circle Paradise, California 95969 (916) 872-1261 JOB SHEET NO.- OF 17 CALCULATED BY DATE. 71-91 CHECKED BY DATE SCALE A., ............. i ............. ............ ......... .... ........................... .............. .......... ............. ... .......... .............. ............. ............. .............. .............. .............. ............. aP ................ ............ ............. . ..... .... ............. .............. ............. . ............. ............. . ....... ..... ... ... .... ........... .. .. ...... ... ............... ............. ............. ...................... ; ........... ; . . .. .... �j �;F I .............. ... ........... ........... .............................. SHT. / OF 2 C 0 U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H •E E T FAX NUMBER (916) 538-2140 DATE �22 �Z - TO: /(/04T'/S'T/- FAX NUMBER: ATTENTION: DIJN q Dill- 'fIALZ7--.5 REGARDING: A.P. PERMIT NO.2D'3 SUBJECT: 1416 7-Y67 ge3'T U/rJ15701 \.)o6 lVe. 4705 SPECIAL INSTRUCTIONS: [ ] SEE .PLAN CHECK LIST TO FOLLOW / REVIEW AND RESPOND ACCORDINGLY [ ] FOR YOUR INFORMATION ONLY [ ] OTHER: SINCERELY, JOHN R. HENRY, P.E. PLAN CHECK E GINEER >' LA.i GF NATURAL 'N E A L T H AND 8EAU -W ;- DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE i OROVILLE. CALIFORNIA 95965 Telephone: (916) 538-7541 C 0 U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H •E E T FAX NUMBER (916) 538-2140 DATE �22 �Z - TO: /(/04T'/S'T/- FAX NUMBER: ATTENTION: DIJN q Dill- 'fIALZ7--.5 REGARDING: A.P. PERMIT NO.2D'3 SUBJECT: 1416 7-Y67 ge3'T U/rJ15701 \.)o6 lVe. 4705 SPECIAL INSTRUCTIONS: [ ] SEE .PLAN CHECK LIST TO FOLLOW / REVIEW AND RESPOND ACCORDINGLY [ ] FOR YOUR INFORMATION ONLY [ ] OTHER: SINCERELY, JOHN R. HENRY, P.E. PLAN CHECK E GINEER >' 3 I SII �o 2116 25 , ,��0��125x2�S _ 13IT 2 ,f = x'464 - r i ' VARCO-PP.UDEN FRAME DESIGN - INPUT CONDITIONS JOB: 46021 A DEAC LOAD A U41TEO DOMINION COMPANY + --1,7C,4-1, 0, 0 DEAD LOAD '- '" '-"" -+ 86MBMA MIND SACK(I) +-EP 'SUCTIOPI -'--"i -- - `-- '+ `-"— ---""' JO -3 46021 A 1 1,74,41, 0, 0 DEAD LOAD + 86MBMA MIND BACK(II)+ EP SUCTION + + PAGE: a BUILDER MODERN BUILDING COMPANY DATE: 1— j-12PROFIT CENTER: CALIFORNIA CUSTOMER. 0111 CONSTRUCTION JOS SITE CITY OROV(LLE, CALIFORNIA r r�q(J�E BUILDING DESCRIPTION: ITEM FEET L INCHES DEC. FT. DEC. IN. METERS SPAN-•` = 30' 0 0/16 30.0000 360.0000 9.144 -' } BACK SIDEWALL HEIGIIT = 104- 0 0/16 10.0000 120.0000 3.048 FRONT SIDEWALL HEIGHT = 104- 0 0/16 10.0000 12C.0000 3.048 `i BUILDING LENGTH = 500- 0 0/16 50.0000 600.0000" 15.240 " RIDG_ FROM BACK BLDG L'4= 15'- 0 0/16 15.0000 180.0000 4.572 ELEVATION OF FRONT COL.= C' 0 0/16 0.0000 0.0000 0.000 BACK ROOF PITCH = 1.0000 : 12 FRONT ROOF PITCH = 1.0000 : 12 - - --LDA7ING: ADD'L DEAD = 0.-00 PSF _-("TOTAL -DEAD -LOAD-=--AD0'L DEAD-#:--2-PSF- SHEETING) + FRAMF_1dFIGHT-= 'Z.63 PSF) ,) LIVE = 20.00 PSF WIND = 13.08 PSF BLDG CODE = 86MBMA .j THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 3 LOAD CASES AS DESCRIBED BELOW: LOAD CODES <----------�----------_----- -- - - - -- DESCRIPTION-----------------.----------�->FACTORS STRESS 1,35, C, 0, 0 DEAC LOAD + LIVE LOAD W/TRIG RED+ + --1,7C,4-1, 0, 0 DEAD LOAD '- '" '-"" -+ 86MBMA MIND SACK(I) +-EP 'SUCTIOPI -'--"i -- - `-- '+ `-"— ---""' 1.00 "' 1.33 1 1,74,41, 0, 0 DEAD LOAD + 86MBMA MIND BACK(II)+ EP SUCTION + + 1.33 BAY SPACINGS FOLLOW: (BACK SIDEWALL LEFT TO RIGHT) 2 BAYS AT 25' 0 0/16" BETWEEN FRAME LN. 1 AND FRAME LN. 3 BUILDING LENGTH IS 50' 0 0/16- ' PURLIN AND GIRT DATA FOLLOWS: BACK SIDEI+ALL GIRT DATA-. = 'DIMENSION FROM BLDG'. -LN. TO OUTSIDE COLUMN "FACE IS" 0' 8 1/-2w - MAXIMUM GIRT SPACING IS 6' 9 3/ 4 - BACK SIDEWALL GIRT SPACINGS ( BASE TO EAVE ) C 7' 2 1/ 4", ._ 24 9 3/ 4- --- _. FRONT SIDEWALL GIRT DATA - DIMENSION FROM BLDG. LN. TO OUTSIDE COLUMN FACE IS 0' 8 1/ 2- _-__.- MAXIMUM GIRT SPACING IS 6' 9 3/ 4- FRONT-SIDEWALL'*-GIRT-SPACINGS-(-BASE-TO-E4VES C 7' 2 1/ 4-, 2' 9 3/ 4-,- -- BACK SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS 0' 3 3/ 8" DIMENSION FROM EAVE PURLIN 'TO FIRST INTERIOR PURLIN IS 4' ` 1- 1/ 4-" SECOND PURLIN SPACE IS 4' 1 1/ 40 s -- - 1 PURLIN SPACES AT 5' 0 0/16- i --- - - RIDGE SPACE IS' Is A -0/16w ------- -- — -----'-'— .._ . - - - - FRONT SLOPE PURLIN DATA - DIMENSION FROM BLDG. LN. TO EAVE PURLIN IS0' ; 3/ 8-_ -DIMENSION FROM-EAVE _PURLIN`TO-FIRST INTERIO $IN IS 4' 1 1/ 4- ` - - SECCND PURLIN SPACE IS 4' 1 1/ 4- 1 PURLIN SPACES AT 5' 0 0/16- -- RIDGE SPACE IS 1' ..6 0/16- - --- ----" - - -- - --" - " - ' I 1 b{' mrthStar ENGINEERING Civil Engineers • Planners • Surveyors go TRANSMITTAL SHEET DATE: lc�� Z% ��%?� JOB # !4%Og SEND TO: Name Company Vic/ FAX # REGARDING: Company NORTHSTAR ENGINEERING Phone # (916) 893-1600 FAX # (916) 893-2113 Attention: NorthStar Engineering The following transmission consists of this number 'of sheets, including this transmission sheet: 3 letter size sheets legal size sheets __20 DECLARATION DRIVE! CHICO, CALIFORNIA 95926 916-893-1600 %/try GI'�e A `A !!�-A02L Ro H(2ADI 3C 6C, f� /S �A (T Ai P—s. `:�,7�, `� °`�°' Grid S7-Afip /S ion/ Ttc vW IL To. FROM: Name )AfIV Company NORTHSTAR ENGINEERING Phone # (916) 893-1600 FAX # (916) 893-2113 Attention: NorthStar Engineering The following transmission consists of this number 'of sheets, including this transmission sheet: 3 letter size sheets legal size sheets __20 DECLARATION DRIVE! CHICO, CALIFORNIA 95926 916-893-1600 CONCRETE RETAINING WALL DESIGN CLIENT: ALL THE BEST VIDEO MAGALIA, CA. DATE: FEB 27, 1992 CALC: Dg DATA: 30 =ACTIVE SOIL PRESSURE (PSF) 100 =Soil Weight (PCF) 1500 =Maximum Allowable Soil Pressure (PSF) 2000 =Concrete Strength (PSI) 20000 =Steel Strength (PSI) 0.35 =Soil Coefficient of Friction 0 =Additional Load on Wall (PLF) WALL DIMENSIONS: 0.5 = t =Wall Thickness (Feet) 4 = H =Wall Height (Feet) 1 = h =Footing Thickness (Feet) 2.25 = A =Heel Width (Feet) 2.75 = w =Footing Width (Feet) OVERTURNING FORCES: 0 =Equivalent Height of Surcharge (Feet) 375 = H1 =Horizontal Force (Pounds) 625 = Mot =Overturning Moment (FT -lbs) RESISTING FORCES: 300 = W1 =Weight of Wall (Pounds) 412.5 = W2 =Weight of Footing (Pounds) 900 = W3 =Weight of Soil Above Heel (Pounds) `-W5 =Additional Load on Wall Pounds) 1612.5 = N =Total Vertical Force Pounds) 2104.687 = Mres =Resisting Moment (FT -lbs) CHECK BASE 2.74 =Minimum Footing Width (Feet) CHECK OVERTURNING: 3.37 =Factor of Safety (>1.5) CHECK SOIL BEARING: 0.46 = e LESS THAN B/6; FULL `1171 =Maximum Soil Pressure (< 1=Minimum-.SoU-Pressure CHECK SLIDING: 375 = H1 =Sliding Force (Pounds) OK 707 = Resisting Force (Pounds) DESIGN WALL VERTICAL REINFORCEMENT: 0.06 = Area of Steel Required (Sq In) GALL SHI )ACO,'RFG7— . CL.4,�jFy C�'L kSE BEARING 1500 ) Q�pFESSil T Go CIOft y W 140. 4473 M m GAI.C._ St17 Z/L (USE #4 REBAR @ 24" OC VERTICAL STEEL) (USE #4 REBAR @ 18" OC HORIZ. STEEL) 0.108 SQ IN REQD/FT WALL VERTICAL STEEL; SLIGHTLY UNDER MINIMUM, SAY OK FOR ONLY A 4' HIGH WALL 0.72 SQ IN REQD/FT WALL HORIZONTAL STEEL; #4 @ 13" OC OK 41 NiC,N2�Ir�1Fc►Jc-2.-i-I�.II M-rA1L SHT. y, Go�i«r,E : fc_ = 200cr-�' L (::� ?-0 ms's Iz�inir-a .plc, : �sr�� Amis 69- 40 mid. GAP Sf�LtG�S - Zo " �--Jim/ L 0 COPi. �� vc. F{v 11"' oG IZ lnl ro FRrI , VNp/S7Lrrl�JJ Solt_ CONCRETE RETAINING WALL DESIGN CLIENT: ALL THE BEST VIDEO MAGALIA, CA. DATE: FEB 27, 1992 CALL: Dg DATA: 30 =ACTIVE SOIL PRESSURE (PSF) 100 =Soil Weight (PCF) 1500 =Maximum Allowable Soil Pressure (PSF) 2000 =Concrete Strength (PSI) 20000 =Steel Strength (PSI) 0.35 =Soil Coefficient of Friction 0 =Additional Load on Wall (PLF) WALL DIMENSIONS: 0.5 = t =Wall Thickness (Feet) 4 = H =Wall Height (Feet) 1 = h =Footing Thickness (Feet) 2.25 = A =Heel Width (Feet) . 2.75 = w =Footing Width (Feet) OVERTURNING FORCES: 0 =Equivalent Height of Surcharge (Feet) 375 = H1 =Horizontal Force (Pounds) 625 = Mot =Overturning Moment (FT-Ibs) RESISTING FORCES: 300 = W1 =Weight of Wall (Pounds) 412.5 = W2 =Weight of Footing (Pounds) 900 = W3 =Weight of Soil Above Heel (Pounds) 0 = W5 =Additional Load on Wall (Pounds) 1612.5 = N =Total Vertical Force (Pounds) 2104.687 = Mres =Resisting Moment (FT-Ibs) CHECK BASE WIDTH: CHECK OVERTURNING: CHECK SOIL BEARING: CHECK SLIDING: OK 2.74 =Minimum Footing Width (Feet) 3.37 =Factor of Safety (>1.5) 0.46 = e LESS THAN B/6; FULL BASE BEARING 1171 =Maximum Soil Pressure (< 1500 ) 1 =Minimum Soil Pressure D' 375 = H1 =Sliding Force (Pounds) 707 = Resisting Force (Pounds) DESIGN WALL VERTICAL REINFORCEMENT: 0.06 = Area of Steel Required (Sq In) GALL 6"T -/L Go SIC c - rn W T 11 OGAC SN7 2/t (USE #4 REBAR @ 24" OC VERTICAL STEEL)` (USE #4 REBAR @ 18" OC HORIZ. STEEL) , r 0.108 SQ IN REQD/FT WALL VERTICAL STEEL; SLIGHTLY UNDER MINIMUM, SAY OK FOR ONLY A 4' HIGH WALL 0.72 SQ IN REQD/FT WALL HORIZONTAL STEEL; #4 @ 13" OC OK ` s �ze1ty Fvacs c�._ 4srt-j Amis G �- 40 m �! . tAP Q'mVE S1.■ S/p�,�l rn N L. r, _ of i ; V4AI) 6A�L sr17. y, 4 G1 �3" vL IZ" Inlrb Flirt , Vti1DISiLrz/�J So►� Co It OR- 00 i a csa Z Lk 130 Col 0 . 4Q sw -run, tj A-nV.- tj � 64 k A tur an it W-rsSv:i'5 114 esr-A' v V>v an A Uffes %vqO Iroprn colit7ty Health ---------- - -------- eft SEP 2 i991 6 sw -run, tj A-nV.- tj � 64 k A tur an it W-rsSv:i'5 114 esr-A' v V>v an A Uffes %vqO Iroprn colit7ty Health ---------- - -------- th5 xWW' 0 wool, g- f �j 77,7. v 1 P Sev 155-017rAvLi F -r - AR L=4 Y.7—Yr- MAQ.. EN • d VJ1 r too 's R, gt it Sf of rr ry%! 40 jp !;�QVT nn %I H U -V owl t. 9"N- b T -i� "41,12 A QW&T A(IWAT t!E-:> A, tj I T A T I b N T=:, L- la, g IlAffiN 7 -r r,- re t o r-,- SEP 2 i991 6 Z' th5 xWW' 0 wool, g- f �j 77,7. v 1 P Sev 155-017rAvLi F -r - AR L=4 Y.7—Yr- MAQ.. EN • d VJ1 r too 's R, gt it Sf of rr ry%! 40 jp !;�QVT nn %I H U -V owl t. 9"N- b T -i� "41,12 A QW&T A(IWAT t!E-:> A, tj I T A T I b N T=:, L- la, g IlAffiN 7 -r r,- re t o r-,- 6 th5 xWW' 0 wool, g- f �j 77,7. v 1 P Sev 155-017rAvLi F -r - AR L=4 Y.7—Yr- MAQ.. EN • d VJ1 r too 's R, gt it Sf of rr ry%! 40 jp !;�QVT nn %I H U -V owl t. 9"N- b T -i� "41,12 A QW&T A(IWAT t!E-:> A, tj I T A T I b N T=:, L- la, g IlAffiN 7 -r r,- re t o r-,- r R9a' - 0367x. wm 4. -.,. i Wuev i I J I i r I �I I r ,i III I ,;il I I I 01 I. ul l vl?.ih� S - •ENSIIOtaS) SUBMITTED BY TRUSS �3FR� _'_ JOEL: 39640 ALL Tl -SC 8,,t7 Tl-IZS_D4tiD __ PREPARED I-_nDF9_ COMPUTER INPUT: (LOADS �_ DIr+L ; 4X12 TOP CHORD 2X6 FIA -LARCH W2 TG X -LOC L -R: 0:29 6,.-744 7-2.82 1.8.91: 25.00 31.09 37A 'SOT CHORt? 2X4 FIR -LARCH #J ;3.26 �9.7i `rr'FBS 2X4 FIR -LARCH STANDARD BC X -LOC L -R_ 0 -29 7. Ed 14 -BE 21.52 28.418 35_44 42;39 49.7 ] 'Cts C[:NNECTOR PLATES P4JST BE INSTALLED IN ACCORDANCE 4;LTH " REOUIREMENTS oF I,C.B_0'. AESEARCH REPORT 42949. CAMBER fl4" AT MIDSPAN -BETWEEN: -BEARINGS-- � ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. (U) 60 -TOM CHORD CHECKED FOR -10 P_5 F LIVE LOAD_ SEE ORWGS. 130 & J60/16OA-F FOR TYP_ PLATE LOCATICa. DETAILS_ -IDT (A) 1X43 HEM -FIR __OR BETTER _CONTINUOUS LATERAL BRAC?iG " n NOTE. SPECIAL HANDLING CARE SHOULD BE TAKEN DURING _SH PPING BE E- DUALLY SPACED_ - A.TTACH WITH i2) Sd MAILS--_ BR.A-,C--7lNf> ji AND ERECTION OF TRUSSES- SEE -WARNING" NOTE BELOW_ , MATERIAL TO BE_ --=SUPPLIED 4ND ATTACHED--A-T-BOTH :ENDS =T€0 � T.0 5UI i FABLE SUPPOPT BY 'ERECTI-ON GOPiT9AGTO#1; ALL TOP CHORD SPLICES OCCURRING BETWEEN - PANEL POINTS ARE TO 8E LOCATED AT APP90XIMATELX TOP CHORD SHALL BE'LATERALLY BRACED WITH-PDOPERLY GOINNECTEO 1%4 OF PANEL LENGTH FROM PANEL POINT (WITHIN 12"1 AND PURLINS SPACED AT A kiAXIMUM OF-2-47--of-C. SHOULD NOt OCCUR IPS PANELS NEXT TO A PANEL POINT SPLICE. CONNECTOR PLATES DESIGNEE) FOR GREEN LUMBER --PER NDS NOTE_ 2X4 ria HEAP --FIR OR BETTER CONTINUOUS LATERAL BOTTOM TABLE 6.IB. CHORD BRACING V 72" MAX. 0_C REQUIRED.. ATTACH WITH 2-16dNAILS_ BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. 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