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066-330-016
�i 066-330-016 k`\ United Grocers Proposed ,Grocery Store Preliminary LC Check_Letter from John-Henr -0=01.6 93-382 BPEM GROCERS:�,� r-�-- LAKERIDGE CR, MAGALIA ",95 `VIK..CONSTRUCTION..", f RKET ^� I 33-0-016 '� GROCERS 93-403 E LAKERIDGE CR,MAGALIA VIK CONSTRUCTION 3-993 OMMERCIAL MOBILE FOR CONSTRUCTION01 ~ 066-330-0 6' 93-1711 B UNITED GROCERS 14001 LAKERIDGE CIR., MAGALIA �a V CONTR: DIAMOND.M. FIRE SPRINKLERS �� r (FIRE SPRINKLERSi 066-330-016:- 03-0798 UNITED GROCERS,tw ?{ 14001 LAKE RIDGE, MAGAL,IA ' CONT: HUP NEON ELECTRIC FOR SIGN -BANK k ` FIRMED f.� 066-330-0 65-15_0 UNITED w GR O �j -OLyq -14001 h,AKER IR. MAGALIAi. CONT: D'AMATO&LEE CONST. ADD- BANK TO GROCERY - STORE "� V 9 <� .. aAP + • 0 � d Q I�pm I 2-D000 TTF, Butte County Department of Development Services BUILDING, PLANNING AND CODE ENFORCEMENT 7 County Center Drive, Oroville, CA 95965 oUNt'l• Main Phone (530)538-7601 Fax (530)538-2140 REQUEST FOR PERMIT COPIES Permits cannot be researched without an Assessor's Parcel Number and/or Address. FORM NO INF -06 ** . COPY FEE. IS $.25 FOR THE FIRST PAGE AND $.06 FOR EACH ADDITIONAL PAGE. NOTE: Copies of building plans are not covered by this request but instead are under California Health and Safety Code Section 19851-19853 and require written authorization from the property owner and the Registered Design Professional (RDP) before being duplicated and a separate fee. ASSESSOR'S PARCEL NUMBER: 0(0(01 ADDRESS: COPIES OF: '❑ Permits l X Other: pe(lfl l Of ❑ Everything CONTACT INFORMATION Contact Name: W C�l p,) A 'Mailing Address: 15(oy 6�tREoJ )Zb Contact Number:(5 Fax Number: Contact Email Address: A16C-IVA4@ *******THIS AREA FOR OFFICE USE ONLY******* Completed by: ai1'�/l �j Amount Due: Date Completed: 4- 2-(0-12— Customer -(0-12— Customer Notified by: ❑Mail ❑Email ❑Phone Date Contacted: 2b - I a K:t\:EW_WEBSITF..'.Building\Buildine Forms &, Documeius\Approved 2011 forms -handouts and on IistlReauest for copies I\rl'-4r 4.5.1 l .doc Page 1 of 1 r� 5- 1126 640� kkG, GA -s PIP14 hl -66 � 5: jf4r-t-lO 2,s X13 - 66 - MASONRY WALLS N E W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift -9/y- 6th Lift - 8 -es-gis Gr, 0, a -I LJ %7e Fa:�niT ear,—S-Z5-43 GC- 4-81%,IS TOP q�7e FIRE WALLS (0 cupancy, Area, Prop rty) r- nsum Board 1st La or -'9nk I a gzr Ceilings AlrA-u ietc4o, P, ewj,gt00,,1 -/3, Vf 7 Q�4 �:„ r' �*•tx x� `'`°.. ° ' � } '' d— /i�.l, 1 ,3 - X ok X -t Lz 104 C�4 t- tk) t A CO A' A & 0 Tu.,z, lZM12, F q, it 9. /��OFFICE Copy 6 Address— JODI AW" As GA A A 6 Date �j AI\/ 5, A S Meter >� PL a;,f , V ELECTRIC Meter By A Date LA f)" e-4>cOFFICE COPY 4 — 4 w5 . Address VI(VA 6 %A. GAS Meter BY -----L— Date' ELECTRIC Meter By Date JOB FINALED (Date) 4,h —(/3473 Signature V to- 9—g P'u�•Ln--� ICERTIFICATE OF OCCUPANCY ISSUED (Date) Naj (e%/ 6av 1-1 Signature, I COMMERCIAL 066-33-0-016 93-382 BPEM UNITED GROCERS 14001 LAKERIDGE CR, MAGALIA CONTR: VIK CONSTRUCTION [NEW MARKET 711 -S iSMW pz 1 t ( 7 S J Y � i �. � � � ;� r ,.� �: .A � � 'h � � -,t t � .. 1.. 5 1 .� .� ,� 1 Y � � Lei � I n9f i 1 � .. � � ,. � ( � � t f f `�7J7� 'i ` `' , sn c�` � F.' ,' '. i, t .,.c f � Ar. r Sii F ' .. p� . r„s.T . ; .. 'l d r � 3 y Ia �, � , i i � ,� 1 ' o V,=OK o 0,= Not OK Not Applicable Comm = Not Ready a IV Dater UND LOOK Plans OK except #'s J>ry+l 5 / _ng -Setbacks -Easements FI d -Slope -Soil Report . , Main; Soils-Ufer GropdWbept6—Oir' CJ zw �0 6 Hold Downs -Bolts -Straps -Embedment -Hair Pins i 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Reinf. Steel -Grade -Placement re Mesh 9. D.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. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts ' A-1, ALL. gt4 --3,J Date /3 f" Card B-1 C-5, ,J Date Card B-1 Date Card B-1 Date Card B-1 Date PLUUMG (Permit) OK exceot #'s (fib:9Water Htr.;(WK--Access-Combustion Air -Baffle Z. Water Pipe; Test & Anchor -Nail Protection 1 D.W.V.; T Fittings & nchoNail Protection V_ 0. Gas Pipe; Size & Anchors - Firewall Penetrations Date ,Card B-1 few Date Card B-1 Date (',l- Card B-1 C,�C Date Card B-1 Date ELECTRICAL Permit OK except #'s Fixture & Transformer Clearance -Ins. Protection Ingle Phase -Three Phase -Equip. Bond Size Boxes & No. of Conductrrs-Stapled ex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech. Fastners-Bond Gas & Water Acnw- Coded 8. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. /Cu or Al 4k'29..,,Ptte Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling ,"0. Service -Riser Conductors & Ground -Main Disconnect Wall Penetrations Date Card B-1 Date Card B-1 Date r Card B-1 Date Card B-1 Date MECHANICAL Permit OK except #'s 33. A. . Ducts Insulation & Support 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. Hi. V.A. C. -Ventilation -Roof Access 39. Smoke & Fire Dampers Date ' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA ING (Plans) OK except #'s Ails, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound AZ"69pring Walls over Girders & Floor Nailing raft St in Walls (rat proof) e Stops; Furred Ceilings -Stairs -Chases . Headers & Beam -Size & Bearing -Support Fix. Date ; FRAMING (Continued) 415.7 Hangers -Post Caps -Anchors -Connectors 4Z'."Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. !!� c Ac s; Size & Romex Protection -Draft Stop -Ins. Baffles _ Glu -L cert.- laces-S4P00_rt 54-6teel Buildings-Purlin-Girders k2r-15ioperty Line Firewall & Openings 53. Ext. Doors -Handicap Access airs; Width -Headroom -Rise -Run -Landing -Fire Protection 5"ywood on Roof Overhang -Attic Vents -Rafter Outriggers 56 -Siding -Nailing Veneer 51 --Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 5/ Shear Walls -Plywood-Nailing-Conn to Roof 6 . r}auf�on-V�atfs-Cet(ngs 63/' Infill ion -W s -W ows .e 62. Corridors -Openings -Fire Protection -Framing 'KD -60 -13 IA IG- SIAX 141_ C a4l ly-ty- - PAIZUs nia La -K Date Card B-1 (-, G� Date Card B-1 Date _ 8-q3 Card B-1 Date Card B-1 Date FINAL Plans OK except #'s t. Steps -Door & Sidelight Protection -Landings 602, s -Size -Number -Placement S Furnace; Vents -Clearance -Comb. Air -Connector - In arage; Above Floor-Ducts-Mech. Protection Sprinklers -Placement -Test pended Ceiling-Seismic-Wires-Elec-Light & Mach. Elec. Trim & Subpanel; Breaker Sizes mts Stairs & Rails Ar Handicap -Door Levers -Fin. Floor Elec. Outlets at Wood Panel; Int. & Ext. tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection &3!PIb., Elec. & Mach. Equip. Listed for Location 1 sulation-Foam-Looked in Attic O Yes- ua —Railsj Deck Construction -Post Caps 76-4;dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes cco; B wn-Finish C.it; isconnect, Electrical, Plumbing ,7_Vents Above Roof; Plbg.-Appliance-Fireplace: Clearance to Openings SO. Water Well; Disconnect, Electrical, Plumbing All -Exterior Elec. Trim; G.F.I. Receptacle -Underground 92."Off Site -Parking -Handicap 85'Glass Protection Corrections from Previous Inspections 10, ?rii6_01P Gas Tvsr-Meter ag d• Gas -Electric Ce& SB"'Water & Sewer Connected -C/O to Grade -HD Approval fl -q4$ Energy Compliance Certificate -Other Certificates � s CG 88. 13pofing Certificate -Fire Ratinc _ Date 11—I14 3 Card B-1 c1n. Date / Card B-1 Date kJ -6,611, Card B-1 (.'r( Date Card B-1 Date )1_ IB -4i 3 Card B-1 C, -a Date Card B-1 Comments at Final: M t 12f. SPRW 4U EQ Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) JCOUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville,'California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT 0 ASSESSOR PARCEL NUMBER 066-330-016 ZONING NC BUILDING PERMIT OWNER United Grocers 503 ' TELEPHONE 228-0666 SQ. FT. OCC. BUILDING VALUATION 24,307 50 1,215, 350.00 OWNER'S MAILING ADDRESS 6433 SE Lake Rd., Portland Or 97222 942 @ 61 57,4 2.00 CONTRACTOR'S NAME VIK Construction 503 ITELEPH43NE 484-1188 312 C,O ' CONTRACTOR'S MAILING ADDRESS P.O. Box 2250 Eugene, Or 97402 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is _ , , LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $4 049.50 ARCHITECT OR ENGINEER Bpnnp Associates LICENSE No. C21495 Plan Checking Fee .$2,024.00 ARCHITECT OR ENGIN ER'S MAILING ADDRESS 10 Northwpst Tenth Ave. Suite 300 Portland OR Ener Plan Checking F Energy g ee $ Penalty $ BUILDING ADDRESS Permit fee $6,089.25 PLUMBING PERMIT Filing Fee 15.00 3_4001 Lnlcin Ridge Circle, Magalia Each Trap 78 5.00 390.00 Solar or heat pump water heater 20.00 LOT NO. 32 SUBDIVISION NAMEPARCEL Skyway Plaza MAP 43-9 Water piping 1 7.00 7,00 Each qas water heater or vent 1 7.00 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Cr)mm- MarkPt- SPECIFY Gas piping system 1 - 5 outlets 1 E001 8,00 Building sewer 15.00 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New X] Addition❑ Remodel❑ Utilities❑ Installation❑ Other❑ Describe work: Permit Fee $442.00 Contractor ELECTRICAL PERMIT Filing Fee 154')0 Main service V OR LESS 200AORLESS 18.50 CONTRACTORS LICENSE LAW 1 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. 2.7.T LIR Z 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 Main service 200ATO1o00A)22 000 37.50 75.6 NEW CONST. ( DWELLING c62P OR ACDNS. 0 ACC. BLDGS. /}AA� , 3.6Q sq.ft. 75.00 NEW CONSTRESID. RANCHULT TLETCIRCUITS) NON.RESID BRANCH CIRC ITS 29 @ 5.00 145.00 (POWER APPARATUS e� (SINGLE OUTLET CIR. 84 @3.0 252.00 Ex. Occup(OUTLETS OR FIXTURES 20 754 EX. OCCUp. OUTLETS (RESID )FIXED APPLINIS.REA,� 3.00 Temporary service 1 15.00 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ 502.00 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 of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Gas Pack 5 L1.001 55.00 Resnor Unit 2 9.00 1 18.00 Cooling 6 16.50 99.00 Hood Ranpe %191 45.00 Ventilation Exhaust 4 6.5n 26.00 permit Fee $ 258.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue againlls aid county in uence of the granting of this permit. Date signature of Applicant - Owner ❑ Contractor Agent An OSHA permit is required for excavations over 5'0' deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ oc .9 VXTJ'PE 1 TOTAL FEE $ 7,291.25 HA 0FEES IMP FLOOD C PAR PD D IS This permit is hereby issued under the sions of the B to County Code and/or w in 'ca abo for'w h fees B DIRER BLIC PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS 412 - ate Receipt No. 135348 $2,084.75 PC//135810 5,206.50 WHITE-O.P.W.. YELLOW-A59l930R, PINK -INSPECTOR, GOLDENROD -APPLICANT v f� *--COt;WTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA - 538-7541 CERTIFICATE, OF -OCCUPANCY.A This building has been constructed and completed in accordance with the requirements oI f the Uniform Building Codp,,V, e - m it nube'r 93-0382 for the Nlowing: 0,e A Use Classification "COMMERCIAL MARKET Address or Location 14001 LAKE RIDGE CIRCLE MAGALIA Group 2 occupancy: Type construction. It is hereby certified for''the occupancy described° above and may be.� occupied. Director of Public Works Date 11/15/93 by �Cli' (�' ��2`�' POST IN A CONSPICUOUS PLACE (Over) 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. tOUNTVOFBUTTE - DEPARTMENTOFOEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.- TELEPHONE (916) 538-7541 k PERMITAPP,LIDATION DATA SHEET OWNER �All'�60 eroceits A. P. No. D�10 ' 33O UI 6 Proposed Building Use ✓4At/1<et Building Inspector /?O Date (b 53 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. 2. 3, 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. V 0- 15. 16. V 17. 18. I19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. r 30. All items have been submitted . .......................:............... . Plot plans, 3/4 sets, signed by preparer of plans . .......................... 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 rind manufacturer's installation instructions, 2 sets. ........... Fees of $,$Z0 <o _- Vz................................. 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 MI'4,0456. Health Department . .............. 7 City of Chico plumbing permit. ..!...................................... Plot plan and business license approval from City of Biggs/Gg ley. .............. Planning approval for (A) Use: Q k (B) Parkin ...... Ptt) .Contact Land Development about Improvements (ODrainage. s! -s ?G..... 4Sv- Driveway;permit:(construction approval required prior to occupancy). . . Pre;4;spe*ci:6 request Pre -inspection for required. .. to Building Inspector (Date) Contractor's license information:'(No:j"Name Style; Classification) . .............. Certificate of Workmans Compensation Insurance. ` .... 11 ..................... . 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 creatioq,an.d.60 right of way to a public road. ..... Letter of tnient on;.l wilding use :. i; s.i"'. . :............... . f IVrobileFiome 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 violation pire er' its. . . Plan, checklist. /��%�7E' (.��-�%�. 0.. �. IP193:::_ When ou issue the per it, proc as follows: Mail to owner. Mail to contractor. Telephone SA3 ai8- orond hold for pickup at 0eou 11-,c- office. Deliver with inspector. Other / Parcel Creation Acreage Applicant tJJ'-:t AA -'ICD Date 21/10 5'3 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept..!O Fire Dept. Other Date 3IA79S By The following data must be submitted prior to P%m't issuc : ( it le ew 'tem not checked above). 1. Index permit .for above items No. �'/` / / 2 2. Additional items required: Contractor, e ' e owne was advised of above required data by _ phone _ mail Counter byJR Date 3 24 j Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date Plans approved by Date' Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 ';WNER � /Vi�O (r I'Uce�s 'ROPOSED BUILDING USE To p - E 1. School Distric Fees 1�91gm-b, (paid at District Office) 2. Sheriff Fees (paid.at-Building Department) A. P. NO. (P - S 30 - 0 DATE j to ) q3 Residential X _$ unit amt. Commercial(per sq . f t .) A5.20 X -03 =$ 15701/7 sq.ft. . amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ J, units amt. Commerical(per sq.f t.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other REC. # DATE_ REC '31ffA?,3 .t time of permit application, I was advised the above fees are required to be paid pr =o issuance of the permit. :.PPLICANT 100 DATE COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE r OWNER PERMIT NO. Aroafieinspection indicates that the following violations of Butte County Ordinances exist at the aboae address and should be corrected. Please notify this office when correction of work isconpleted-lfyouhave any questions pertaining to this matter, orneed additional explanation, please contact this office immediately. U) If 5T w I -o c were- by, -v,12 s7oiz- Dam JL")—M-60) Inspector ftEV tors¢ N i� l 1 G n N r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 0"f COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 a 747 Elliott Road, Paradise, CA - (916) 872-6307 ti i CORRECTION NOTICE OWNER -� PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. N- G(J S �oNf) Ui �/�L /�G �/ Com✓ C O � J Date _ REV 11/91 _t) Inspector - COUNTY OF BUTTE DEPARTMENT OF'PUBLIC WORKS _~ 196 Memorial Way, Chico — Phone: 89172751 7 County Center Drive, Oroville — Phone:'538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE (�ai7e-J GA"C"j yZ3�Z 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. �Gc Stt"iac-b�� 49D_ 0,h fae 70'v ,e - 2 —5--1--sl Date S/Inspector L'— COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE (j I2Q605 fj OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. Hyou have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date ✓� Inspector REV 1082 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 Uti►TF-A GZ)C 2S V- 38z 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. 4ma(_o�Aslo,! O F ePw PAN r- ►AN KS LV SErgAeK iJA APPr2oVFA&A r_An/N£r ,t 1 131 "'21 FcAmf" r awl M Date I 1 - ) —ij -� Inspector '4f L ..vim 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 1AAJ ITE1, G(Z0e-;:a5 13-382 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. J I2f✓cfl usN i�({o�J� —Cd Lc_ FP2on, TRI FIAm£ �2oP,�n/c._ ��'GLr,��srf:D l•✓ f=dRM1r}T'�on/ A.SUrii � UA2�/}�ICF_ 9 -AT-9 1{E 1A)ILC ISCo,y. T 1 Nf �LQN= IQL4T-Idfz!�-SyoC).- -61 r� CTr Date I I - i - Cl 3 _ Inspector pzll .An.-rA 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 I t mT � G 9-oCE2S Q 3-382 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. lr\RZ�I�I�Z►�«[(fiii!St�J �Q Date -1 0 — ?S 93 Inspector //Jii..j",\ .%' COUNTY. OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE tjA/ ATF-� 38z OWNER PERMIT NO. A rou m inspection indicates that the following violations of Butte County Ordinances exist at the abode address and should be corrected. Please notify this office when correction of work is corr.pleted. H you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. [OXV-� ?if I?-- M ECO AA ICA(_641 r 0 M 19t5; -Q� Date Cf Inspector A A," REV 1092 Permtt No,P. ei (DUPLICATE;) ENERGY CERT IF ICAT ION 14001 L.akeridge Circle, Maq_�.lia., LOCATION - - A.P. No. - ROOF Material. Thicknesa(inches) EXTERIOR WALL. Material Thickness(inches) DESCRIPTION OF INSULATION Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistatnce(R Value) CEILING Batt or Blanket `type FIBERGLASS BAITS Brand Name OWENS-CORNING - Thickness(inches) 9.11 Thermal Reaiatance(R Value) R3OFS; Loose fill Type _ _ Brand Name Ninimum Thicknesi(incites) _ _ Numbek of Bags___•_, Wt. per bag lb. Area covered(ft. ) _ _ _ Thermal Resistance(R Value) _ FLOOR$ ELEVATED Material Thickness(inches) E I.00R # BLAB Material - Thickness(inclies) - Width(inclies) F'OUNDA'TION WALL Meterta l_ _ ` • Th ick�tes 9 (incha s ) Brand Name Thermal Resi.seance(R Value) � Brand Mame Thermal Resistance(R Value Brand Name Therinal Resistance(R Value) I=_ hereb*,,�dirtifyt,that khe above insulation owes ;installed in the above building inconfoxtaa►nca� With tile. Beate of Californ-3>< $paCgY Requirecaente. !i C' � #�•,ss-,fir w. � , ,� •' _ , , a .: ;�.�r e 5_ r� ' •• _ 4 yy;.tE?E:i�KEINSIJLATYON�CO.,, INC. RrisNA(sE%oW R -` N;sY ,� ` - - z�� STATtyV CONTRWrO 8 LICENSE NO. 2 r W Pi November �, 1993 RATE�Ar 4 :SIGNy�.N� APFUCATQR } •a.tr _1'F s .•;; - hereby certify, the= above insulation and ,aii,,required Items as shown on the =Building.bepartment approved plana and attactutentis`have been installed as "required by tlie,.State of California Energy RAquireiaents. Ail, qutpmeat -devices and materials sato of the quality prescribed or ar`8 speai:f Cally°approved by the State of Caldornia. FIRM NAME/OWNER (Please print) STATS. CONTRACTOR'S LICiiSE 140. �3 SI(3IWWRE OF GENE OIURACTOR OWNER DTE THIS CERTIFICATE MUST BE ON FILE WITH THII BUILDING DEPART'MEN'T PRIOR TO FINAL INSPECTION APPROVAL AND A CdPY SHALL BX POSTED WITHIN THE BUILDING . January 1984 j o r ,Z : 91 c of L'��C� 4. 719 -Vp �4 L/ �6-E,0-� °-� �I fi�Dcn T(O- zo - 6V.b C7 S�4, dZ� ° 074 ot Z, 3 C-1 -Z ! `'t J.I L °+ `SII °-j- 4/, r "o t L- 0 t ill o t �� ' C, -V `oN �� - ��. - 4121-'`9 01 o l e 3 -iN CI ��3 �a'"3 Me=dia`Maintenance If excessive deposits begin to build-up on the CELdek media, there may be several problems: 1. If build-up occurs when using an Aqua -Saver Water Distribution System, there is not enough water flow on the media pad, adjust for more flow. In general, complete pad wetting prevents the pad from drying out and prevents build-up of mineral deposits. 2. If build-up occurs when using a Recirculating Pump. Water Distribution System, increase the water bleed - off rate. The standard rate for this type of water distribution system is to fill a 12 oz. can in one minute. If water is extremely hard, more frequent pad replace- ment may be necessary. The pad face can be cleaned while water is flowing by brushing it with a soft bristled brush, in an up and down direction. Caution: Do not attemptto, clean the pad by brush- ing from side to side, as this maydamage the media. NOTE: The use of any scale remover is not recommended. NOTE: If the media pad is removed from the case for cleaning, be sure that it is replaced properly. The CELdek media is designed for airflow in only one direction. Im- proper installation of the pad could cause water carry-over and subsequent condenser damage. The leaving airside of the pad is marked across the top edge with red dye. If the media becomes clogged with contaminants and/or mineral deposits which cannot be removed by cleaning, or if the media loses its structural integrity such that it is restricting airflow through the condenser coil, the media should be replaced. Media Pad Removal A. Unscrew case top. B. Remove plastic soaker cover (Anti -Spray Half Tube). C. Unhook soaker - leave water line connected. D. Lift pad out of case. Media Pad Installation A. Place media pad into case noting that the red dye on pad is at the "back" top of case. B. Re -install soaker hose. If hose is contaminated, replace. C. Install Anti -Spray, half tube. D. Slide top into position and secure with screws. Caution:. Do not use an acid base cleaner, as this may damage the media Rea o-\ ye Drain Fitting/ MASONRY WALLS N E S W 1 st Lift ' 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupancy, Area, Property) Gypsum Board 1st Layer 2nd Layer Walls Ceiling t COMMERCIAL ' 066-330-016 03-0249 NISSIM, ALBERT (TRUST) 14001 LAKERIDGE CIRCLE, MAGALIA CONT: D'AM.ATO & LEE CONST. ADD BANK TO GROCERY STORE 4 r NOTES t , 1 r N r A e t• f f t JOB FINALED (Date Signature .: r V=OK O=Not OK - = Not Applicable COMMERCIAL = Not Reedy Date UNDERFLOOR (Plans) OK except If's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report _ 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Uler Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp'.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 50. Glu -Lam cert. -Placement -Support 6. Reinf. Steel -Grade -Placement 51. Steel Buildings-Purlin-Girders 7. Slab; St ed -Wire Mesh 52. Property Line Firewall & Openings r X-Rers-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. Gas Pipe; Size -Anchors 53. Ext. Doors -Handicap Access 54. Stairs; Width -Headroom -Rise -Run -Landing -fire Protection 55. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Siding -Nailing Veneer 12. Electric; Underground, Underslab 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Shear Walls -Plywood-Nailing-Conn to Roof 15. Masonry -Rebar -Lifts 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except M's 1C Water Htr.; Vent -Access -Combustion Air -Baffle Date Card B-1 Date Card B-1 17. Water Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 18. D.W.V.; Test -Fittings & Anchor -Nail Protection Date FINA fans) OK except H's 19. Sinks -Floor -Grease Trap EWS-teps-Door & Sidelight Protection -Landings 20. Hand icap-W/C-BackingE>�Size-Number-Placement 21. Gas Pipe; Size & Anchors - Firewall Penetrations . urnace; Vents -Clearance -Comb. Air -Connector - In rage; Above Floor-Ducts-Mech. Protection -6 prinklers-Placement-Test Date Card B-1 Date Card B-1 ued Ceiling-Seismic-Wires-Elec-Light & Mech. s nd Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except M's lec. Trim & Subpanel; Breaker Sizes &Labels 69. St Rails 22. Fixture & Transformer Clearance -Ins. Protection Levers -Fin. Floor 23. Single Phase -Three Phase -Equip. Bondp-Door 71. ec. Outlets at Wood Panel; Int. & Ext. 24, Size Boxes & No. of Conductors -Stapled 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. Plb., Elec. &Mech. Equip. Listed for Location 27. Wiring -90° -Protected -Color Coded 74. Insulation -Foam -Looked in Attic O Yes 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 77. Stucco; Brown -Finish 31. Equip. Clearances Panels-Motors-Mech. Equip. 78. A.C. Unit; Disconnect, Electrical, Plumbing 32. Fire Wall Penetrations 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 81,erior Elec. Trim; G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 . Off Site -Parking -Handicap Date MECHANICAL (Permit) OK except a's 83. Glass Protection 33. A.C. Ducts Insulation & Support 84. Corrections from Previous Inspections 34. Vent Fan; Exhaust above insulation 85. Gas Test -Meters Tagged; Gas -Electric 35. Condensate Drain & Overflow; Size & Grade 86. Water & Sewer Connected -C/O to Grade -HD Approval 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Energy Compliance Certificate -Other Certificates 37. Attic Access & Platform if Furnance in Attic 88. Roofing Certificate -Fire Rating 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date Card 13-1 Date Card B-1 Date Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except If's _ 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. Certlflcate of Occupancy (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 .; 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE �1,5f,IVVI OWNER I . vz�� PERMIT NO' A routine inspection indicates that the following violations of butte county Ordinances exist at the above addr s and should be corrected. Please notice this office when correction of work is complet If you have any questions pertaining to this matter, or need additional explanation, P lea contact this olfice immediately. /) J �ry SAL of -tb %OD C�►��C�l� '� (,' 1 r�ef", � SeCth�vj s GIC�! 2 d, 1-eGq(IYI� � r l ��'4— 00 blt em\ pts (-27') -0✓14 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING SION 7 County Center Drive - Oroville, California 95965 - Telephone (530} -7541 �� D (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 066-330-015 ZONING - BUILDI ERMIT OWNER NISSIM. ALBERST'T TELEPHONE 299-9344 SO. FT. OCC. BUILDING VALUATION COTl L est_ 12,000.00 OWNERS MAILING ADDRESS 9041 FOREST CONTRACTOR'S NAME I D' L�MATO1877-3707 TELEPHONE CONTRACTORS MAILING ADDRESS 0941 * / CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 144.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS AYERIDGE ~ T Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other COMMMI CTAT. SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: :ADD BANK TO GROCERY STORE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code, my license is in full force and effect. 1 License Class aQ / (3 �J� Lrc. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the IIII performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' c mpensation insur ce carrier and policy number are: Carrier 7147.,< ,h R Policy Number J — (The above sections een d not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall o hwith c mply with t ose provisions. X , e _ Ie ure of Applicant - ❑ Owner (_..n_tract`orQ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 CCU000A NEW CONST. DWEWNG OCCUP. DWE200ALLING OR a ACC. SO 3.50x. CNS. OUTLET NOON-REOSID. T.MULT.' CIRCUITS @7,50 7.50 POWER APPARATUS d SINGLE OUrLET CIR. Ex. OCCU OUTLET OR FIXTURES zo @ 1.00 BAL @ .50 FIX Ex. Occup. oimFEDrs aE�sID.OFRa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 97-90 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 315.10 HAZ. D. FEES IMP I FLOOD CDF J PARCEL I PD HD ISE_ S UE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. ate 2 1 9 D /e ReceiptNo.359937 X31 5.1 D WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I .j a� COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUI INVDJ�VISION dna 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fa 30)53 214 PERMIT APPLICATION DATA SHEE OWNER: A-,SSESSOR PARCEL NUMBER Proposed Building Use: O I'Y1 p� Counter Technician: Date: Items required in order to apply fo a p rmit. All boxes MUST be checked OR marked NA in order to apply. .Plot plans, 3 or 4 sets, signedty the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ]I* 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! t ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or .- foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated, and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............. > . > > > > > > . > . > .. > > > ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ 06Contractor's license information. (Number, Name Style, classification) ...................... �� Worker's Compensation Carrier and Policy.Number..�.........:.............................. 70 QHS 2 Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed ❑ M.H Twit e/SStta_tement of Facts ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephony h9a id hold fotp � N" y j n'\' � r or I have been i med of a ab ve items and requirements for obtaining a building permit./' �VAIr Applicant: D e:"c " S :5 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ cou Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by. Date: Note transfer by: Date: Yellow: Buildine Division Project: CLARIFICATION NO.1 Butte Community Bank Magalia RGA No.: 02-107 The following: ❑ Clarification Drawing Date: March 11, 2003 has been issued as a supplement to the Construction Document Set. This drawing shall accompany the construction documents and may make reference to portions thereof. The information provided on this document supercedes that provided in the Construction Documents for the same condition. Refer to: A4 — Details g and j CL1.0: Alternate Brace Connection CLI. I: Wall Detail Issued by: El O'Hare Russell, Gallaway Associates from the design desk of.... Russell, Gallaway Associates 7 ,Siena Nevada Court Chico California, 95928 (530)'342-0302 fax 342-1882 www.rga-chico.com .lk IAP (F) BUILT-UP ROOFING OVER 3/4T&G SHT'G. ROOF TRUSSES ob +14'-0" (E) SUSPENDED CEILING BUTTEO BUILDING DEPARTMENT APPROVED A/ -31zello 2x4 KICKERS 32ba FiTCsI 2x STUD WALL SEE PLAN +9'-0" � (N) SUSPENDED CEILING SECURE TO SLAB w/ V2"%%129 x 2-3/4" EMBED HITU KBIPS 0 48" O.C. OR .1459696129 POWER DRIVEN FASTENERS @ 16" O.C. ALL TO BE WITHIN 10" OF SPLICES EXISTING SLAB ON GRADE ALTERNATE BRACE CONNECTION FOR DETAIL G/A4 from the desim desk of.... BRACE DETAIL A NEW TENANT INFILL FOR DRAWN EL BUTTE COMMUNITY BANK "' DATE 03.11.03 C`'' A14001 LAKERIDGE CIRCLE SCALE NONE MAGALIA, CA. 95954 PRDJ.4 02-107 I DBL TOP R's 16d's @ 1U'Qr- STAGGERED HEADER, SEE PLAN — w/ A35 T.&B. EA END I 2x TRIMMER w/ 16d's @ 12ba 4x KING POST OR DBL 2x, STUD II WALL OPENING SEE ARCH DRWGS. FOR SIZES & LOC. 2x OR 3x BLOCKING 2x SILL It USE DBL 2x SILL R SPAN > V -00 - WINDOW FRAMING, WHERE OCCURS II P.T.D.F. SILL P — SEE FOUND. PLAN FOR DETAILS STAGGER TOP R SPLICES 4'-U' MIN. DIRECTLY OVER WALL STUDS 2 - 16ds EA SIDE OF SPLICES CLARIFCATION FOR DETAIL J/A4 WALL DETAIL A NEW TENANT INFILL FOR BUTTE COMMUNITY BANK CLI A 14001 LAKERIDGE CIRCLE MAGALIA, CA. 95954 6 E COUNTY UILD1 G DEPARTMENT MPROVED 3f ss1 17 G.� R. ;q M0. C58201 I, -- m EXP061-3010*/ DRAWN EL CHECKED DR DATE 0111.03 SCALE NONE PRa.a 02-107 b1� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 03-0798 ASSESSOR PARCEL NUMBER 066-320-014 ZONING BUILDING PERMIT OWNER TELEP" SO. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS CONTRACTOR'S NAME CONTRACTORS MAIUNG ADDRESS 70 T MEN AVE CHIM QA 959 -28 - 7 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADORESS LAKE RIDGE CIRCLE MAGALIA CA 99994$ Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Ei.F.CTRTC SERVTCE FOR STON (Rims COMM(1NTTY Rmw) nN BUILDING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 20 OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class e— �{ Lic. No. -7 -7 S �f % Z-- OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service sooA To +000A 46.00 NEW CONST. DWEWNO OCCUP. OR ADDNS. ( a acc. BLOS. SO 3.5QFT: No RooT. MULTI -OUTLET @7.50 PowER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup.OUTLET OR FIXTURES 20 Q 1'00 BAL p ,50 FIXOR Ex. Occup. OUTLEDTSA pE�S,6.) Ep 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 27.50 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 5-1- &*_-] E ® Policy Number Ita5-Cl0 -7 — O'2_ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date 3-7-1— 0 3 SignatureApplicant - ❑ Owner contractor Agent 'IfAn OSH ermit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 27.50 HAZ. I D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under of the Butte County Cod /or indicated ab ve for whi fees have to / PERMIT EXPIRES ON 3-21-04 the applicable provisions Resolutions to do work been paid. Date 3-21-03 Date Receipt No. 375767 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ooU HT Y OF BU TTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DMIS10H 7 County Center Drive & Oroville, CardOMia 95905 s, Telephone (530) 538-1541 PZ-pjdT N . WAW tut FSOURM ' *?MW FEE PAslb A.PPL[CATIONANDPERMITiIn � ` NWOWHomee Fa�Tdes 20.00 Fac SkA $ WL: Wking 29.DD O - nrm+o BUILDING PERMrr MS Prl'T• Ei6IT Fe%►g Fes 20.00 occ. So. IT. VAI. ,535 Heaf'atg Had 6.50 - G'? $ � 7. SO ve�,fasfiou, araa�as PER09I'i i=—� s / Mobb Home n Fee Is ea w" h:spezbn Fee Is 1. // t r TOTAL F EEE S SU __ KM Iwo CO t FMGr I;MDW:p PD Firepfa.-e of Ehe Hula Cwnv Cade and/or Re=Uftm b do work Total Valuation = By . Dste Re ptNo. £ Rhm Fee 5 20.00 1� P9in1$ FeB g== OR MMME 9 NOM= AM*= S Plan chazidno Fes a _%amy Pian Che*►g Fes S /l a PTT FE s area sem PLUMMUM •PERMT Fi mg Fee 20.DD Eafi Trap 7.DD USEOFS ewe UC URE Saisr or heat p=p water heater 23.0D 3F 13 Duplex D Mzboenbome O Ober Wafer p'tphg 15.DD Ease we13r heater or vert 15.DD TYPE OFWOe K an WC&M ays1sm 1 - 5 =let I S.D0 Nmr E] Add= E3 R=c del E] Lffiffes 0 bdWh9= D Mw 0 B-UMM sewer I S.DD q1- I�bDe Hasne s w e2o.00 Demme Wcd-- C . I,o (04. W G l VY Q"-1?44 PERMT F4 s ELECTRMAL PSFWrT mg Fee 20.DD • M9b1 S�v�e a��t DOBn i� 29.00 men am iem xom► sD team► 45.00 0= MUGU,coticem Aes er ) Lso; _ WAW tut FSOURM ' *?MW FEE PAslb Tern 29.00 � ` NWOWHomee Fa�Tdes 20.00 Fac SkA $ WL: Wking 29.DD OTM.l�6ECiICA1. $ PEvHJT Fa s S . Prl'T• Ei6IT Fe%►g Fes 20.00 Heaf'atg Had 6.50 A REC CC"T. WEt> $ � 7. SO ve�,fasfiou, PER09I'i i=—� s Mobb Home n Fee Is ea w" h:spezbn Fee Is // t r TOTAL F EEE S SU __ KM Iwo CO t FMGr I;MDW:p PD This permft % h=ey Essued under the app6_sble pravis r,5 of Ehe Hula Cwnv Cade and/or Re=Uftm b do work inCkde-d abov0 for WhA fees have been pati By . Dste Re ptNo. PERNEIT EXPIRES ON u.vnz_- - . ... �..., vr_• �evrene eue_tiSP=CTOR vOt6=uno0.iPPL1�4NT 1� T 10'-2" NEW SINGLE FACED ILLUMINATED CABINET Face: .177" lexan w/ Logo/Copy: translucent vinyl (3m 230-246) Cabinet: 063" aluminum w/ 8" depth, painted PMS 322 2" Retainer: 063" aluminum, painted PMS 322 Illumination: 800ma fluorescent lamps as needed 120 amp circuit Scale: 1"=1'-O" CUSTOMER_ APPROVAL PROJECT NAME: Butte Community Bank DATE: 3-7-03 PROJECT# A n ADDRESS: 1400 Lakeridge Circle CIT Y _ STATE: Magalia, CA ' DESIGN DEVELOPMENT �ERMIT PACKAGE 3314 CUSTOMER SIGNATURE DATE "il"ill,9El.rtl I` flit LILLN".N PR OPERTY Ur 11L,Pr NLDH SALES ASSOCIATE: JOE HUPP Scale: noted "r yr; NOT ISF HFPSO DL. L r IN WHOLE 0:1 IN PAR 70 LOREN AVE. CHICO CA. 93929 - - '" - - F1 FABRICATION l:IrMovT HlHY NI ON% PRIOR WHITTP t: APPROVAL phone 330.343.7079 or 900.990.NEON fu 939.345.0424 1 GRAPHIC DESIGNER: SVEND KRISTIANSEN GE: 00fA1Q.- M4�n Assessor f I Name Asmt # i� Fee # 066-330-016-000 it l FORTH STATE GROCERY INC ] Status T-Date- StatJ�TRA Addr1 I DBA HOLIDAY MARKET #60� � Tax 00� BUSI-NESS OWNERSHIP . 093-01!400) Addr2 P 0 BOX 439 - --_ --- _ - -� - Situs 114001 LAKE RIDGE CIR MAGALIA f Addr3 COTTONWOOD CA 96022 ij _ � — -- Base Dt Addr4 _ ]� _ 0 r Timber Preserve ('Land Structure OE -- - - - --- -_ _ -_ -- _- AgPres Fixtures 01 Comments ITRANSFERRED TO #860-027-108 DUE TO J Etal T-- _4 �— Notes Growing 0.. Creating Doc# 199418060194 Date 06/01/1994 J _ _� J Bonds Total L&I 0' _ Current Doc# 19941B060194� Date 03!13!2003: Fix. R 0 ' Multi Situs 1. i' MH PP 0 Killing Doc# 20011B052401 Date 05!2 -- Flagl _ - Asmt Desc 14001 LAKERIDGE ! SuplCnt 0 PP 0 G E FIa92 -- Zoning � well 910 MH Exempt* - Acres/Sq Ft N!C 066 Asmt PP Pen Net 6 RIC# Tax PP Pen JAppealPending! T/R Dti— Split Pending J R!C Stat1'j PHY OWN EXP TAX HON ATT SIT APR. PCL ►�►�dl1l !FC602]l bWssler, 05 f 24 f 2001 10:07:47 AM Assessor ' '' em JAsmt Name NISSIM TRUST ALBERT # .. jj Fee # 1066-330-016-000 ;-_- ----= Status ACT{IVE Status Date Addr1 NISSIM JO ANN TRUSTEE _ – -__� 1i 'J _ – � a 000 NORMAL OWNERSHIP 093 014 _ ,TRA P �I Addr2 23 MLMU COURT �— _ I Situs 114001 LAKERIDGE CIR MAGALIA Addr3 I SAN RAFAEL CA 94903 Base Dt F— K MMTM Addr4– — - Land 281,018 Timber e Preserve ,Structure 1,988_,746 gF Comments 16633001600 CONVERTED — -- -- — Fixtures 0 09/08!88 Etal j Growing D Creating D oc#1 199989999999 T! Date Motes Notal L&I 2,269,764,1 Current Doc# 200080024097 i Date Bonds Fix. RP 01 Killing Doc# �I, g _' Date 0 Multi Situs _��' �j Flagl � MH PP 0' Asmt Desc 14001 LAKERIDGE�� SuplCntPID 01 ------- ---� � Flag2 Exempt O Zoning NC - 89 ; Dwell�� 910 MH - _ -� Acres/Sq Ft 2,23` - -- ]NIC 066 ` Jl w��Asmt PP Pen Net 2,269,7641 �JTax PP Pen RIC#[7___ rf7jAppeal Pending' TIR DtF- 11 O- Split Pending �R/C Stat PHY_ OWN EXP — TAX HON ATT SIT APR. " ! PCL — t '� li ►� I 1� Find T 1'61 el Ready �' 2002 pFuller, 0311212003,12:29:58 PM �� _w LaK FAA MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLS 0 cupancy, Area Pro rt Gypsum Board 1st Layer 2nd Layer Walls Ceilings 93-1711 COMMERCIAL 'g3 3y -I- UNITED GROCERS FIRE SPRINKLERS 14001 LAKERIDGE CIRCLE MAG JOB FINALED (Date) Blenature �--- CRRTIFICATI OF OCCUPANCY IBBURD (Date) uensture V:,; OK I O =Not OK - yNot Applicable COMMERCIAL Not Ready Date UNDERFLOOR (Plans) OK except #'s a 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 2. Ftg., Main; Soils-Ufer Ground.-Ftg. Depth 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement Date.' FRAMING (Continued)T 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property 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 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -W al Is -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mach. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor -Meth. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg: Appliance -Fireplace: Clearence to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (?,FL,� yfe t' 10' Certificate of OccuDancv (NOTE: An entry must be made each time you visit the job site) 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date 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 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Fire Wall Penetrations Date 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. Fi.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearinq-SuDDort Fix. Date.' FRAMING (Continued)T 46. Hangers -Post Caps -Anchors -Connectors 47. Roof Shthing-Nailing-Diap.Chord Splice 48. Firewall-Doors-Area-Occp.-Prop. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property 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 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -W al Is -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mach. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor -Meth. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door-Draina e & Wood -Earth Clearance Looked under Floor Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg: Appliance -Fireplace: Clearence to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (?,FL,� yfe t' 10' Certificate of OccuDancv (NOTE: An entry must be made each time you visit the job site) t COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. J ASSESSOR PARCEL NUMBER 066-330-016 ZONING NC BUILDING PERMIT OWNER United Grocers TELEPHONE SQ. FT. OCC. BUILDING VALUATION fj 40,897.00 OWNER'S MAILING ADDRESS 1 14001 Lakeridge Circle, Magalia 95954 ONTRACTOR'S NAME Diamond M. Fire Protection TELEPHONE 824-3456 CONTRACTOR'S MAILING ADDRESS 2400 Cattle Drive Rd., Corning Fireplace CONSTRUCTION LENDER UNKNOWN p Total Valuation $40,(797.00 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 314.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 157.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $486.00 PLUMBING PERMIT Filing Fee 15.00 14001 Lakerid e Circle ma alfa Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Grocery Store SPECT FY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G 1W @ 15.00 TYPE OF WORK New ❑ Addition I_; Remodel❑; Utilities ❑ Installation❑ Other® Describe work: __ Fire Sprinklers _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600v OR LESS 18.50 200A OR LESS Main service 200ATO1000A, 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 Co and my license is in full force and effect. License :Jo. Classification C 17 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 con ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ! DWELLING OCCUP.8\ 3.66sq.ft. OR ADDNS. 1 AGC, BLDGS. / NEW CONSTR ULT'-OUTLET NON-RESIO BRANCH CIRC ITS @ 5.00 POWER APPARATUS .&) (SINGLE OUTLET cIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 760 FIXED APLNS. Ex. Occup. OUTLETS PIRESID IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00tract- Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai st said County in consequence of a granting of this permit. X Date i nature of Applicant — Owner (�, Contractor ❑ Agent n OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection -Fee— $ occ CONST TYPE -� $ FEE TOTAL 486.00 I HAz r-- 1 DFEES — IMP FLOOD —— COF PARCEL PD HD This permit is hereby issued under the applicable provi sions of the Butte County Code and/or resolutions to do DI ¢�f� UBLIC WORKS ioIt L Dat ' PE IT EXPIRES Date Receipt No. 143953 WHITE-D.P.W., YELLOW-ASSCSSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT 02, COUNTYOF BUTTE - DEPARTMEN'rOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET 'OWNER (/ 1-250 ( X e�rG�%2 P Proposed Building Use %2 Building Inspecto Date At timeof per application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ............................................. 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . .............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. .......................... 16. Plot plan and business license approval from City of Biggs/Gridley. ..... ........ . 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy)...* .. ! • Preanspection request + qb 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification).. .............. . 22. Certificate of Workmans Compensation Insurance. ' 23. Owner -Builder Verification (Given to owner , Mail to owner .._. t 24. Recorded copy of Agricultural Acknowledgement Statement. ........ ` '"i 25. Letter of signature authorization. ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................................... 33. 34. W en y ssue the permit, 05'and as follows: Mail to owrie . Mail to contractor. Telephone 05S and hold for pickup at office. Deliver with inspector. Other Parcel Creation ,//�� Acreage Applicant�df,"� iU Date ?6k&"4" Copy of Haz-Mat form sent Health Dept. Fire Dept.V Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by_ phone _ mail o nter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder SEN`% o0l"EkIVS 7b SEL OiQd Z�I�fQZ Copy - Department of Public Works G"p R6X 7�4E1,eJp/. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS t'. 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OVy f /J (Ylr� ��r�C��� CW 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. S122 Wk(.4tZ _S)tS T60A t. c. 139_ s1,9e!r{Zir-ALCy i Date 10 - 1 L'- ")3 Inspector A- 1.A-= .)N _r r.�. �.-•�. .:.-.-`..... i:y�;".^f�'l�>�, �sa;..�- "; . A1C. �-'.".�"�: COUNTY OF BUTTE • DEPARTMENrOf` PUBLIC WORKS s 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE 1 I -12s93-3-2 OWNER PERMIT NO. T R t,v ISLE (ZS 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,,,6r need additional. explanation, please contact this office immediately. PI— NI,,Ma;�f7 Mr% HsANe, Ar F-nlr2y hk"S P cz 6y- r25 Date_ 1-2j — C1 3 Inspector PXI "' �• COUNTY OF BUTTE ' DEPARTMENT eF'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 jjA)ICE2s 93-38z 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 matte"r, or need additional explanation, please contact this office immediately. - X'S - T-4- 4-c- A//b j720v IISS APP2a �irR_ I L� r4 A -r- is Tu£ SAmj As Jtil5I-A.IL4 VST f^ Date_ 9 -an- 93 Inspector /�-�_A.4'±A To S-� WJE ��.tati� 4 JQ� 4-�en r JAMES G. pIIEJRg0HV IIHC . CONSULTING STRUCTURAL ENGINEERS 408 SW. SECOND AVENUE PORTI.ANO, OFL 97204 1603) 228-1288 Projectt:.�41►q Proj. no. V Client 5p- r1 rner S+r v1 SL 4TS oC. , Date Lb r-Aq '�j J' Cor rQ c-t";o hs 2-{�G� }iotiz.►� . tt•t a ccs '� t'.A."J'0 DEAMS ..." 2�OR.I. �Pt'cc�C' em.."W-5 <—b PAC*- LE„p4t,�L.S . P5 2#6 CA . 2,.4A.L3" `�arJ� . b�+°rM Co-�5e M .ep ���,, deep.. �- ;s ...... .. Seton covt'� s AID11,0-Rove %F &,, D Poples tv ff2.�t w�soh 0(c), 43711- '5bG, �r W. Es f . , C %U4 _.. Signed r-11' L -e_ DcL� ❑ Deliv Bred ❑ Picked up ❑ Mailed ❑ Fa x i [� Site visit Sj Memorandum ❑ Phone memo ❑ Transmittal To S-� WJE ��.tati� 4 JQ� 4-�en r JAMES G. pIIEJRg0HV IIHC . CONSULTING STRUCTURAL ENGINEERS 408 SW. SECOND AVENUE PORTI.ANO, OFL 97204 1603) 228-1288 Projectt:.�41►q Proj. no. V Client 5p- r1 rner S+r v1 SL 4TS oC. , Date Lb r-Aq '�j J' Cor rQ c-t";o hs 2-{�G� }iotiz.►� . tt•t a ccs '� t'.A."J'0 DEAMS ..." 2�OR.I. �Pt'cc�C' em.."W-5 <—b PAC*- LE„p4t,�L.S . P5 2#6 CA . 2,.4A.L3" `�arJ� . b�+°rM Co-�5e M .ep ���,, deep.. �- ;s ...... .. Seton covt'� s AID11,0-Rove %F &,, D Poples tv ff2.�t w�soh 0(c), 43711- '5bG, �r W. Es f . , C %U4 _.. Signed r-11' L -e_ DcL� ❑ Deliv Bred ❑ Picked up ❑ Mailed ❑ Fa x 0 i.,."(066--330-Ola . �IIIIII� V z4 ' f 11c72a�L L° t6` %. 2"f� wEEP NoLF� ' 0co'- o " % 2x4 Lr-'(i� Co c� ----------- 4--.a S Go N T. M � Zti" ;v 14 12�'�,WAL�S LE95 1'LfAr•l 5 � O" �ZET�IrJ4 W�t_� � APPR"O � o Q,RaFESS'I0N41 W. SAQGC 324 2 uit u'a •tom 130% ts')'9T� �l.VIL OQ�\P OF CALIF Project Job no. JAMES G. PIERSON, INC. CONSULTING STRUCTURAL ENGINEERS 408 SW 2nd AVENUE, SUITE 505 PORTLAND, OREGON 97204 (503) 226-1286 FAX (503)226-3130 Location MAsk L,i� C� `� Dale: /� I r of L / _ Y Cllenl as � Sheet no. -1 E SZ L — - --- -- - - Q Q ES Ifl'q 77' Li4l -- --- -2 _� - - - - -�- - -- - -- - --- ---_ t -'--I__. _ � - --- - -•- - - ^ -- � I_ -.may_ _ •� t � ' y _ _ -�.3_- ��- --�- - ._ _ _ -. __ �- t -- - - --5��-'f ta�..� AT_ rAT - _— X11 Cho II�IIa�O 9 IIII� o CONSULTING STRUCTURAL ENGINEERS ojec l ►-����.�.(�--tl`:;�-- Job no. Location Date 408 SW. SECOND AVENUE PORTLAND, OR. 97204 (503) 226-1286 Client �5� Sheet no. 1 IF CD 9 @ 48 2�A9 .ALL G�LV� -Tb 1>9 U- r2 A T (1 . o e fbdT N L-1 P�1'� PTS W/a-LL �G�TING� 53 REv. 9uM oouNnr euN.oM oWnRnwEvr APPROVED l% -e 6 Got��vGTIb►�I � ��. o X Q,�pFESS'IpNq� W. FSTo� �2 C 32495 uj . . G/�d%3 c'vi� �. Foto C�L.JF- FA Pro(oct lAA6-,lAWA MAT -7 le— Job no. CONSULTING STRUCTURAL ENGINEERS Location A- I e.,l-t- i Date 408 SW. SECOND AVENUE PORTLAND, OR. 972D4 Client Sheet no. " (503) 226-1286 FA JAMMER G. PREHHUMV RE. CONSULTING STRUCTURAL ENGINEERS P'o,ect Job no. Location Date 408 SW. SECOND AVENUE PORTLAND, OR. 97204 (503) 228-1288 Client S A Sheet no. �/� �* ULTIM�TE STRENGTH ° . ^ ' � MAGALIA MARKET � � W/5ft. SOIL�REV. /y�s� " LOAD CASE 0ESCR1:PTI0N` ����«�-' u' MO�ENT SUMMA�Y WALL GEOMETRY ^ �� i ! j HEIGHT OF WALL TO ROOF LINE .'...........'............,..... �l \ HEIGHT OF THE PARANT .......................,....... ..,... 0 � MASONRY UHITS 32675.06 . � UNIT DESCRIPTION ../..................,...... IN. LIGHTNEI GROUT'' ....^^^```^^^^^^~^^^^'^^^^^^^^`^^^`^^^^'`^^^^^^`^' ' \ F'm : FULLY GROUTED (PSI) ..........,..........^^...^.^^^^^^^`^ 30370.78 | . SPECIAL II|SPECTION REQUIRED ,.........~~. ..^'...,'.,,..''... | / . VERTICAL REINFORCEMENT : . � STEEL GRADE (KSI) ..'.....,.''......,...,.'...,...,.'.....''..... 60 � BAR SIZE ...,....'.,'....`..''.'^^^'^'^^^^^^`^''''^'^'^'''''''''' � BAR SPANNG (IN) ,...........'.....'....,....,~''....,'..''...''. 32 � � DEPTH OF STEEL FROM COMPRESSION FACE (IN) ,...',.....,,,....,', 301 � * / LOADlNG CONUITIONS : . ! ` ^ � � WIND SUCTION (PSF> ...'.^........'............,...'^^....�^^'^ . . 27 0� ` ' SEISMIC ZONE .....,.,.~.,.. n..,.,..,^^^.'^^^`~^^~^'^^`^^'^'^^^^^ 3' SEISMIC I FACTOR ...,.......'. .....~....,....'...,.....'. 1.00 � C FACTOR ...... ...�.,^^^'..�.^`^^^`^`^`^^^~^^1^^^``^`''^ `30 ` 0 ' �SEISMIC VERTICAL LIVE LOAD (LBS) ..... ..� ..... ......... ^.....'....... 600 � � �. VERTICAL DEAD LOAD (LgS) '......',.,...^'..`^`^^` 300'^^`'`^`^^^' � VERTICAL LOAD ECCENTRICITY FPOM PACE OF WALL (IN) ...'..'..,.' 1'75 � �* ULTIM�TE STRENGTH ° LOAD CASE 0ESCR1:PTI0N` U. MOMENT u' MO�ENT SUMMA�Y .75(1.411 + 1.7L + 1.87E) 20022.30 32675'06 OK .75(1'4D + 1.7L + 1.70W) � 30889'71 32675.06 QK '9D + 1.43E 16493.27 30370.78 DK .9D + 1.30N 26152.09 30370.78 OK *� ** SERVICE LOAD DEFLECTION CHECK my.- *MID-SPAN . MID-SPANDEFLECTIONS (IN) SUMMARY MAXIMUM ALLOWA8LE ` . DEAD + LIVE + EARTHQUAKE / 0.41 1.76 OK DEAD ' + L[VE + WIND 1,62 1.76 OK *m CODE COMPLlANCE CHECKS ** CODE SECTION UPPER LIMIT LDWER LD1IT VALUE SUMMARY 24110) 0.40E-01 N/A ' 0.13E-01 OK 2411(b) 0.32E-02 0.70E-03 0.18E -V2 OK 2409(s)1 0.60E«]1 N/A 0'16001 OK ' 05/1.1/93 11112 $ 916 873 3365 VIK CONST U G C P.02 130 MMONRY Ell OUTM •• UNTY BUILDM DePARTMENT E � O , 0 01- 11Z1'. /SND __ _ 'Sr"AGING T c.� 1-1/\tGl I VL"f2T. WALL_ I21=1N1:. //) (-/'ti 6- '7 C I wr~ 8ELIF,JE. Tr44"r t -H E Fo O r 1 SCP APPE,Ps,U l�ccEPT'►aL•� , O ��OFrSSrQ�j�! @``' • FST F,�,y., C 32495 qT OP.Vi!- �. O,p CALIF© - -- FLOOR 51.Af3 .rya O' I•^ --I I I .. .I I I.. .. .I If!" X 10" C:OM, F-l•Ci. W/ I 1- 04, 3" CI .R- Dol- , . Ti I A, 3" C //) (-/'ti 6- '7 C I wr~ 8ELIF,JE. Tr44"r t -H E Fo O r 1 SCP APPE,Ps,U l�ccEPT'►aL•� , O ��OFrSSrQ�j�! @``' • FST F,�,y., C 32495 qT OP.Vi!- �. O,p CALIF© v 4ti / � ( A Tr A I V2" 1 1/2" i '.SECTION A—A 3/16 1 —`) I� 5- .F-OOTING 3C1 EDUL= FOR 51M AND REINF-. I" , V -G.' g~ CMU (on v p!F E COL 12 X ! 2 % 112".5A5=_ R! W/ d.- 3/4" DIA X 12 A.8_ ON NON-4_"*�NK GZCtri J t= tit, .2 -.-G o N m y a Y N N �z>c� Q500 m�Cn- mrnzZ o u _ � ? O � n � 3 U � = D �y of c� 3 � 4ti / � ( A Tr A I V2" 1 1/2" i '.SECTION A—A 3/16 1 —`) I� 5- .F-OOTING 3C1 EDUL= FOR 51M AND REINF-. I" , V -G.' g~ CMU (on v p!F E COL 12 X ! 2 % 112".5A5=_ R! W/ d.- 3/4" DIA X 12 A.8_ ON NON-4_"*�NK GZCtri J t= tit, .2 -.-G i L -1 r I I • ® e,g�OFESSIOyq! W. C 32495 UV , �S o¢ CAO- Project AO.- Project Job no. JAMES G. PIERSON, INC. CONSUL101n 5111KRInAL ENGINEEIIS 400 SW 2nd AVENUE, SUITE 505 P(>mi_Arlo. OnUum 072U4 (503) 226-1206 .FAX (503)226-3130 ►`�144A'L(� r�►a'`KJ�c�E't— _ — _ Locallon r-1A(7A,-- Dole: Client �S �\ COUNTY OF BUTTS BUILDING DEPT MANY I S log 09.31 May 17, 1993 Mr. John Henry Butte County Building Department 7 County Center Drive Orville, CA 95965-3397' VIA: Mail RE: New Grocery Store for United Grocers 14001 Lakeridge Circle Magalia, California 95954 Project No. 92189 Permit No. 93-382 A.P. No. 066-330-016 Dear John: BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 10 NORTHWEST TENTH AVENUE SUITE 300 PORTLAND OREGON 97209 Please find attached for your use, .two (2) copies of the revised Foundation Details dated May 13, 1993, for the project above. Should you have any further questions or concerns, please feel free to contact me. Sincerely, BENNER STANGE ASSOCIATES ARCHITECTS, P.C. Frank M. Schmidt MAY93.30/td cc: Darrell Wilson, VIK Construction, c/o Ponderosa Gardens Hotel, 7010 Skyway, Paradise, 'CA 95969 (VIA: Mail - w/1 Enclosure) 503 228-0666 FAX 228-3821 ARCHITECT'S 1 Owner SUPPLEMENTAL INSTRUCTIONS Architect' Consultant Contractor Field AIA DOCUMENT 0710 (InstrIictions on reverse side) Other PROJECT: Magalia ARCHITECT'S SUPPLEMENTAL (name, address)United Grocers INSTRUCTION NO: one (1 ) OWNER: United Grocers TO:Vik Construction (Contractor)16 0 Madison Eugene, OR 97402 CONTRACT FOR:Retail Building DATE OF ISSUANCE: April 19; 1993 ARCHITECT:Benner Stange Associate Architects P.C. ARCHITECT'S PROJECT NO: 92189 The Work shall be carried out in accordance with the following supplemental instructions issued in accord- ance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. Description: Refer to the attached list Attachments: (Here insert listing of documents that support description.) Refer to the attached list Associates ACCEPTED: Vik Construction Contractor AIA DOCUMENT G710 • ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS • MARCH 1979 EDITION AIAO' 21979 0 THE AMERICAN INSTITUTE OF ARCHITECTS, '17:15 NEW YORK AVE., N.W., WASHIN(JON, D.C. 20006 Date G710 --1979 April 20, 1993 Mr. John Henry Butte County Building Department 7 County Center Drive Oroville, CA 95965-3397 VIA: Mail RE: New Grocery Store for United Grocers 14001 Lakeridge Circle Magalia, California 95954 Project No. 92189 Permit No. 93-382 A.P. No. 066-330-016 Dear John: CdY,V APR 2 6 Fs BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 10 NORTHWEST TENTH AVENUE SUITE 300 PORTLAND OREGON 97209 Find attached, for your use, two (2) copies of the Architect's Supplemental Instructions No. 1 dated April 19, 1993, for the project referred to above. Should you have any further questions or concerns, please feel free to contact me. Sincerely, BENNER STANGE ASSOCIATES HITECTS, P. C. Frank M. Schmidt APR93.53/jap cc: Rick Benzel, United Grocers, 6433 SE Lake Road, Portland, Oregon 97222 (VIA: Messenger: w/3 Enclosures) Greg Vik, Vik Construction, 160 Madison Ave., Eugene, OR 97402 (VIA: Federal Express: w/2 Enclosures) Darrell Wilson, Vick Construction, c/o Ponderosa Gardens Hotel, 7010 Skyway, Paradise, CA 95969 (VIA: Federal Express: w/5 Enclosures) 503 228-0666 FAX 228-3821 .�!p Mr. John Henry April 20, 1993 Page 2 cc: (Continued...) Manouch Yaganeh, James G. Pierson, Inc., 408 SW Second Avenue, Suite 505, Portland, OR 97204 (VIA: Pick-up: w/1 Enclosure) Flaviano Reyes, Interface Engineering, 6542 SE Lake Road, Milwauke, Oregon 97222 (VIA: Pick-up: w/1 Enclosure) Larry Grimes, Paracletes, 1 Columbia River, Suite 200, Vancouver, WA 98660 (VIA: Pick-up: w/1 Enclosure) Mark Madison, title - 24 Energy Consultants, 560 Riverdate Drive, Suite B, Glendale, CA 91204 (VIA: Mail: w/1 Enclosure) Ken Hester, Hussman Refrigeration, 3303A NE 44th Street, Vancouver, WA 98663 (VIA: Mail: w/1 Enclosure) George Warren, Warren Engineers, 6060 Sunrise Vista Drive, Suite 3450, Citris Heights, CA 95610 (VIA: Mail: w/1 Enclosure) TRANSMITTAL VIK VIK Construction Company P.O. Box 2250 EUGENE, OREGON 97402 503/484-1188 TO: L 4z "e_ WE ARE SENDING: ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA. g?-V_0R APPROVAL ❑ FOR REVIEW & COMMENT ❑ FOR YOUR INFORMATION ❑ APPROVED ❑ FOR YOUR USE ❑ APPROVED AS NOTED Date: Job: 3 r0 No.: Attn.: THE FOLLOWIN+ ❑ RETURNED FOR CORRECTIONS ❑ RESUBMIT FOR APPROVAL COPIES DESCRIPTION S REMARKS �S S DISTRIBUTION: WE RECEIVED _ ARCHITECT'S FILE VIK OFFICE FILE _ VIK JOB FILE — PLEASE RESPOND BY Copy To: VC 102 SETS AND ARE SENDING CFTC CFT4Z SETS SETS. OTHERS DISTRIBUTED AS BELOW: SETS. SETS. SETS. April 8, 1993 Ms. Ann Brandel Butte County Building Department 7 County Center Drive Oroville, CA 95965-3397 VIA: Federal Express RE: New Grocery Store for United Grocers 14001 Lakeridge Circle Magalia, California 95954 Project No. 92189 Permit No. 93-382 A.P. No. 066-330-016 Dear Ann: BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 10 NORTHWEST TENTH AVENUE SUITE 300 PORTLAND OREGON 97209 Find attached, for your use, two (2) copies of the response to the Plan Review comments dated March 29, 1993, for the project referred to above. Should you have any further questions or concerns, please feel free to contact me. Sincerely, BENNER STANGE ASSOCIATES ARCHITECTS, P.C. e:5 Frank M. Schmidt MAR93.47/jap cc: Rick Benzel, United Grocers, 6433 SE Lake Road, Portland, Oregon 97222 (VIA: Messenger: w/3 Enclosures) Greg Vik, Vik Construction, 160 Madison Ave., Eujx q, OR 97402 (VIA: Federal Express: w/1 Enclosure) �� Darrell Wilson, Vick Construction, c/o Ponderosa Gardens Hotel, 7010 Skyway, Paradise, CA 95969 (VIA: Federal Express: w/2 Enclosures) 503 228-0666 FAX 228-3821 i Ms. Ann Brandel April 8, 1992 Page 2 cc: (Continued...) Manouch Yaganeh, James G. Pierson, Inc., 408 SW Second Avenue, Suite 505, Portland, OR 97204 (VIA: Pick-up: w/1 Enclosure) Flaviano Reyes, Interface Engineering, 6542 SE Lake Road, Milwauke, Oregon 97222 (VIA: Pick-up: w/1 Enclosure) Larry Grimes, Paracletes, 1 Columbia River, Suite 200, Vancouver, WA 98660 (VIA: Pick-up: w/1 Enclosure) Mark Madison, title - 24 Energy Consultants, 560 Riverdate Drive, Suite B, Glendale, CA 91204 (VIA: Mail: w/1 Enclosure) Ken Hester, Hussman Refrigeration, 3303A NE 44th Street, Vancouver, WA 98663 (VIA: Mail: w/1 Enclosure) . George Warren, Warren Engineers, 6060 Sunrise Vista Drive, Suite 3450, Citris Heights, CA 95610 (VIA: Mail: w/1 Enclosure) -r Benner Stange Associates Architects, P. C. 10 NW Tenth Avenue Suite 300 Portland, Oregon 97209 NEW GROCERY STORE UNITED GROCERS MAGALIA, CALIFORNIA ADDENDUM NO. ONE (1) Architect's Project No. 92189 March 1, 1992 To: Vik Construction BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 10 NORTHWEST TENTH AVENUE SUITE 300 PORTLAND OREGON 97209 This addendum forms a part of the Contract Documents and modifies the original Project Manual and Drawings dated February 15, 1993. Acknowledge receipt of the Addendum on the Bid Form. This Addendum consists of 1 page with 7 pages of attachments for a total of 8 pages. Project Manual ITEM NO: SECTION: 1.01 07510 1993.0301bas Enclosure NOTE: DESCRIPTION: Add: Add Section 07510: Built -Up Bituminous Roofing, attached herein. END OF ADDENDUM 503 228-M6 FAX 2283821 I SECTION 07510 BUILT-UP ASPHALT BITUMINOUS ROOFING PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Cleaning deck surface. 2. Built-up roofing, with base flashings. B. Related Sections: 1. Section 06112 - Framing and Sheathing: Roof deck surface substrate. 2. Section 07600 - Flashing and Sheet Metal: Weather protection to base flashings, gutters, and reglets. 3. Section 07722 - Roof Hatches. 4. Division 15 - Mechanical: Roof drains, sumps, hoppers, and prefabricated curb for mechanical equipment. 1.02 REFERENCES A. American National Standards Institute/American Society for Testing and Materials (ANSI/ASTM): 1. ANSI/ASTM D41 - Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing. B. American Society for Testing and Materials (ASTM): 1. ASTM D312 - Asphalt Used in Roofing.. 2. ASTM.D2178 - Asphalt Glass Felt Used in Roofing and Waterproofing. 3. ASTM D2822 - Asphalt Roof Cement. 4. ASTM D3909 - Asphalt Roll Roofing (Glass Felt) Surfaced with Mineral Granules. C. Factory Mutual (FM): 1. FM- Roof Assembly Classifications. D. National Roofing Contractors Association (NRCA): 1. NRCA - Roofing and Waterproofing Manual. E. Underwriters Laboratories, Inc. (UL): 1. UL - Fire Hazard Classifications. 1.03 SYSTEM DESCRIPTION A. Built-up Roofing System: Three ply asphalt liquid applied membrane system plus mineral surface cap sheet. B. Manufacturer's Specification Designation: Owens-Corning, 32 -NC. 15 FEB 93 92189 07510 - 1 N 1.04. PRE -CONSTRUCTION MEETING A. Pre -Construction meeting shall be held one (1) week prior to commencement of construction. -B. Notification of meeting shall be sent two (2) weeks prior to meeting to all attendees, Architect, and Owner. C. Complete list of all scheduled to attend shall be contained within Letter of Meeting Notification. 1.05 SYSTEM PERFORMANCE A. Roofing System: Arrest water migration from entering building through the roof membrane. 1.06 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: 1. Submit product data indicating membrane, bitumen materials, base flashing materials, and all components. 2. Submit manufacturer's installation instructions. C. Submit manufacturer's certificate under provisions of Section 01400 that products meet or exceed specified requirements. 1.07 QUALITY ASSURANCE A. Manufacturer: Company specializing in manufacturing products specified in this Section with minimum five years documented experience. B. Applicator: Company specializing in applying bituminous roofing with minimum five years documented experience and approved by materials manufacturer. ' C. Work of this Section shall conform to manufacturer's instructions. 1.08 REGULATORY REQUIREMENTS A. Conform to applicable code for roof assembly fire hazard requirements. B. Fire Hazard Classification: UL Class A. C. Roof Assembly Classification: FM Class I construction, in accordance with FM Construction Bulletin 1-28. 15 FEB 93 92189 07510 - 2 1.09 PRE -INSTALLATION CONFERENCE A. Convene pre -installation conference a maximum of one week prior to commencing work of this Section, under provisions of Section 01039. B. Review installation procedures and coordination required with related work. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver products to Site, store, protect and handle under provisions of Section 01600. B. Deliver products in manufacturer's original containers, dry, undamaged, with seals and labels intact. C. Store products in weather protected environment, clear of ground and moisture. D. Stand roll materials on end. 1.11 ENVIRONMENTAL REQUIREMENTS A. Do not apply roofing membrane during inclement weather. B. Do not apply roofing membrane to damp or frozen deck surface. 1.12 SEQUENCING AND SCHEDULING A. Coordinate work under provisions of Section 01039. B. Coordinate work of installing associated metal flashings as work of this Section proceeds. 1.13 WARRANTY A. Provide two year roofing contractor warranty under provisions of Section 01700. B. Warranty: Cover damage to building resulting from failure to resist penetration of water 15 FEB 93 92189 07510 - 3 1.14 GUARANTEE A. Manufacturer's Guarantee: 1. Provide Manufacturer's Ten Year Single Source, No Penal Sum Guarantee on materials and workmanship. The quarterly shall be issued from a single source covering labor and material to maintain watertightness of the system. Guarantee shall be inclusive of all flashing, edging, nailing strips, fasteners, roofing membrane, and related flashing systems. PART 2 PRODUCTS 2.01 MANUFACTURERS A.. Acceptable Sheet and Bitumen Materials Manufacturers: 1. Owens - Corning, System 32 -NC. 2. Conglas, System ND -26 CAP. 3. GAF, System 4 -B -2-M. 4. Manville, System 4GNC. B. Substitutions: Under provisions of Section 01600. 2.02 SHEET MATERIALS A. Glass Fiber Felts: ASTM D2178, Type VI. B. Base Sheet: ASTM D4601, Type II, 28 lb. asphalt saturated inorganic base sheet. 2.03 BITUMINOUS MATERIALS A.' Asphalt Bitumen: ASTM D312, Type 1V. B. Asphalt Primer: ANSI/ASTM D41. C. Plastic Cement: ASTM D2822, Type I or II cutback asphalt type. 2.04 FLEXIBLE FLASHINGS A. Sheet Flashing: SBS 170 Modified bitumen, Derbigum; manufactured by Owens Corning; with following characteristics: Thickness Tensile Strength Color 15 FEB 93 160 mils 200 lbs psi White 92189 07510 - 4 C 2.05 ROOF SURFACING A. Mineral Surface Roofing: ASTM D3909, white granular surfacing. 2.06 CANTS A. Fiber Cant and Tapered Edge Strips: Asphalt impregnated wood fiberboard, preformed to 45 degrees angle or configuration as detailed. 2.07 ACCESSORIES A. Roofing Nails: Galvanized or non-ferrous type, size as required to suit application. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that surfaces and site conditions are ready to receive work. B. Verify that deck is supported and secured. C. Verify that deck is clean and smooth, free of depressions, waves, or projections, properly sloped to drains or valleys. D. Verify that deck surfaces are dry and free of debris. Confirm dry deck by moisture meter with 12 percent moisture maximum. .E. Verify that roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, and wood cant strips wood nailing strips and reglets are in place. F. Beginning of installation means installer accepts existing substrate. 3.02 PROTECTION A. Protect building surfaces against damage from roofing work. 3.03 PREPARATION - WOOD DECK A. Verify flatness and tight joints of wood decking. Seal joints of plywood with tape. Fill knot holes with latex filler. 15 FEB 93 92189 07510 - 5 ` 3.04 MEMBRANE APPLICATION A. Lay one ply coated base sheet. Lap sides 2 inches;. lap ends 6 inches. B. Equiviscous Temperature at Point of Application:, No more than 25 degrees F from bitumen rating indicated on bitumen container label. C. Apply roofing membrane in 2 plies of roof felt over coated base ply laid on deck surface, mopped with 25 lb/square of bitumen per ply. Apply felt in same direction. D. Apply felts smooth, free from air pockets, wrinkles, fishmouths, lap joints, or tears. E. Extend base ply and membrane felts up cant strips and minimum of 2 inches onto vertical surfaces. Mop on two additional plies of felt and one ply of granular surfaced felt as base flashings over roofing membrane plies. Secure to nailing strips at 4 inches oc. F. Install two plies membrane and bitumen glaze coat for cut-off at -end of day's operation. G. Mop and seal two additional plies of felt around roof penetrations. 3.05 FLASHINGS AND ACCESSORIES A. Apply granular surfaced felt base flashings to seal membrane to vertical elements. B. Coordinate installation of roof drains and stumps and related flashings. C. Mop in and seal flashings and flanges of items penetrating membrane with two plies of felt. 3.06 MINERAL SURFACING A. Apply mineral surface cap sheet in 12 ft. lengths with 2 inch side and end laps into a uniform solid moping of hot asphalt, using 25 lbs per 100 s.f.; stagger end laps minimum of 3 ft. 3.07 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Section 01400. B. Correct identified defects or irregularities. 15 FEB 93 92189 07510 - 6 3.08 MANUFACTURER'S FIELD SERVICES A. Provide manufacturer's field services under provisions of Section 01600. B. Request site attendance of roofing materials manufacturers during installation of work as required. 3.09 CLEANING A. Remove bituminous markings from finished surfaces. B. In areas where finished surfaces are soiled by asphalt or any other source of soiling caused by work of this Section, consult manufacturer of surfaces for cleaning advice and conform to their instructions. C. Repair or replace defaced or disfigured finishes caused by work of this Section. 3.10 PROTECTION A. Where traffic must continue over finished roof installation, protect surfaces. END OF SECTION 15 FEB -93 92189 07510 - 7 END I April 29, 1993 Mr. John Henry Butte County Building Department 7 County Center Drive Oroville, CA 95965-3397 VIA: Mail RE: New Grocery Store for United Grocers 14001 Lakeridge Circle Magalia, California 95954 Project No. 92189 Permit No. 93-382 A.P. No. 066-330-016 Dear John: d 7o BG BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 10 NORTHWEST TENTH AVENUE SUITE 300 PORTLAND OREGON 97209 Find attached, for your use, one (1) copies of Architect's Supplementary Instructions No. 2 dated April 29, 1993, for the project referred to above. Should you have any further questions or concerns, please feel free to contact me. Sincerely, BENNER STANGE ASSOCIATES ARCHITECTS, P.C. Frank M. Schmidt APR93.74/jap cc: Jim Purvis, United Grocers, 6433 SE Lake Road, Portland, Oregon 97222 (VIA: Mail: w/1 Enclosures) Greg Vik, Vik Construction, 160 Madison Ave., Eugune, .OR 97402 (VIA: Mail: w/1 Enclosure) Darrell Wilson, Vik Construction, c/o Ponderosa Gardens Hotel, 7010 Skyway, Paradise, CA 95969 (VIA: Federal Express: w/2 Enclosures) 503 228-0666 FAX 228-3821 Mr. John Henry United Grocers Magailia, California April 29, 1993 Page 2 cc: (Continued...) Manouch Yaganeh, James G. Pierson, Inc., 408 SW Second Avenue, Suite 505, Portland, OR 97204 (VIA: Pick-up: w/1 Enclosure) Flaviano Reyes, Interface Engineering, 6542 SE Lake Road, Milwauke, Oregon 97222 (VIA: Pick-up: w/1 Enclosure) a Larry Grimes, Paracletes; 1 Columbia River, Suite 200, Vancouver, WA 98660 (VIA: Pick-up: w/1 Enclosure) Ken Hester, Hussman Refrigeration, 3303A NE 44th Street, Vancouver, WA 98663 (VIA: Mail: w/1 Enclosure) George Warren, Warren Engineers, 6060 Sunrise Vista Drive, Suite 3450, Citris Heights, CA 95610 (VIA: Mail: w/1 Enclosure) v DATE WESTERN WOOD STRUCTURES. INC. PROJECT lv h t Ea err uArE 'EMBER LOCATION_lf� L/*-- SHT. °1V1� P. O. UOX 130, TUALATIN, ORE. 97062 _ 5 0 3 6 9 2-6 900 JOB NO. —_O I= l 1�t r r SEP 0 83 12, I' R -I I-1 J0l�-2r c29 of �yT I t. 3 /71 f NO EXCEPTION TAKEN)M REVISE & RESOBMIT [J REJECTED F ] MAKE CORRECTIONS NOTED CHECKING IS ONLY FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS & DESIGN CONCEPT OF THE PROJECT. ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS & SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR: CONFIRMING & CORRELATING D1.,,ENSIONS, FABRICATION & CONSTRUCTION TECHNIQUES, COORDINATION OF HIS WORK WITH OTHER TRADES, AND THE SATISFACTORY PERFORMANCE OF HIS WORK. JAMES G. PIERSON, INC. CONSULTING STRUCTURAL ENGINEERS PORTLAND, OREGON BY.J17,....._... ................ ......... _..... DATE.. 10 - g — GI i T I.rs ffuugvtvo � EXP. 6RiE 3131194. civit OF ,C PINFO to .7. 53 t io r • PA CLAPET QD ' (TOP) { �I 2#5� '4 ., LED4�. TJ ROOF JOIpT • OL'G•-I� ' ROOF FPPIG. PLAN. o" MA90lf?r WALL -3r-.r FLAN-. =1IUMILt� . \Nj NIGl�C7h' I:lOLI. Cil &W -f t. On'! DFTAIL W.". 73.'COI. - 31?E FOUNDA'fldN PLAN •—••-• tt 5 VFMr. Q 0/1 %. 81�EXXAa�•: Pu U-%( JCC cm!'All. 1.61,54 ►°OR GI_ t7M. PONK 1 t4 1 �sit5 �* C 32485 \T•,. - til �` ! , , Or`' Prvlocl Job no. JAMES -G. PIERSON, INC..--- celrt0d S 9ml cywlALAVEME Etff;l!r503t!tlj ••-•-,..•�.• 4Od 5W 71u1 AVLM7t3, SIXt@ 700 1•(MIII.ANfl. (i1q; C1,X'/ OIQIN 003):2e-I:ee rnx Ieoalate-aloo --- -- ...._._.._...... laeullon i -- ........�::___;.� oaln: pp a —.-�..—�—�—. ;riemi'I�n. ��..//6 rii�ni' -Aw Tv I of) e, F,- LLI Il J �. 0 lk Q.) L 0- 1[r_Ir10 t4 OUTTE WUNTY MUM -DM DEPARTMENT APPROVED' JAMES G. PIERSON, INC."_ CONSULT1110 S I MCF1 IRAL E11011rEFIS 400 SW 2..d AVE111JE. 511111: 505 Project Locallon Job no. Dole: r0f111-Apil). 011EGIA4 91204 S heLl no. 226-1206 -FAX (503)226-3130 .(903) . -0/4 j rl/ I O � z < n V O 1 O wR�MZ m to :71 n O I l t1 l o o O � n r � D I. of mi c OI. I* n5: 1 1/93 1 1: 12 2Z 916 873 3-165 V I K 'CO11ST U G C P.02 OUTTE OOLJNTY BUILDM DePARTMENT APPflflfl 9 13' MA5014RY e, r- F- P.. r .SCI 1(17U DcUj 1.5 OF 7[/T. A14D N:,,4C.11-4C-j 10 MATCH .l VD -P-1. WALL R -111141l. CIT., A if.%" X lo" C:0141. Fl*G, W1 1- 04, 31, CI 001'. I - It A, 3" CLP_. low— Wr IBCLIE-Njf— t-HE- 5ocT-If-J c 3 5- ge/n 61"v6- I ` 9�4 4:F Coo 0 �Z II o1(i :w 9 @ 48 2—.@e'aT -Tb t70- F-ovff-p 7w `J AY (i o PTL / - fuTr€ oouNrr APPROVED 0 V\e _.__ �OoTING- 53 PIEV. LIQ�71 LAcTIc T I d . o Q�OFESS I0 y4-1%%%,,' W. S�CG � C 324995' � uj • C_ ��- �9J. Civil- OF ivil-O c,�;..►.�o � MES Cho PRE HUMP. IImce CONSULTING STRUCTURAL ENGINEERS Pru,eet M A6�A WA H A� K -f yet, no. —�-- A-__ ooze 408 SW. SECOND AVENUE PORTLAND, OR. 97204 _M Cllenl�� Sheet nn:' (503) 228-1208 P I ( , I i i � Date -Z4 C1 408 SW. SECOND AVENUE PORTLAND, OR. 97204 (503) 228-1288 Client a 5� Sheet no. i • I n - CONSULTING �TRULO ENGINEERS o(ecl L(�► �'ti�T Job no. LocauoM��`A Date -Z4 C1 408 SW. SECOND AVENUE PORTLAND, OR. 97204 (503) 228-1288 Client a 5� Sheet no. (066— -330— O 1 K . IIz 2�5�roP 111111 5 uveas 0- 1E5" 2"qS wEEP ►-low %. to �M • -z: 0 T/A.nB a it Vill 4--4T5 �3-J 2v�7i 3 BUL� APPRO ZZ." co" � 4✓ LEgS tX•lAr� �� O`� 2ET,o 1►J4 u,/�, t_L, t,tr::> Q. 0FF.ss/0;41 C 324 uj i+.�P •(o I3o�g� clmt Project Job no. JAMES G. PIERSON, INC. CONSULTING STRUCTURAL ENGINEERS 408 SW 2nd AVENUE. SUITE SOS - P(Xmma, ono; N 97204 (503) 226-1286 FAX (503)226-9130 Location Dale: Client 65 /� Sheet no. -7 ❑ ^Site visit � Memorandum ❑ Phone memo ❑ Transmittal To Joh n 1-�en r J CONSULTING STRUCTURAL ENGINEERS 448 SW. SECOND AVENLIE PORTLAND, OR. 07204 4503) 228-1280 Project Proj. no. V Clientr1 r12C' Sv1 0.. �4►SS oC . Date L b P -A q j i.-� CMCJ �£ltJ�otZcltiJ�. 'Sc.�t��Dv�►E, colts �v� :. 2-�� }�oa.�� . tµ a ccs ' ��.LO a�AMs ... �• Ck� . +�. - eMebL44r't C - se- Me '150r-� of M �xun tca".... deep, acc.ep 400\Q- -to c.on Ser.on cave ae C'�1L?, Coples tG aaf2 oAs"h q;bG, T 0 - r �orastQ .. .. i. C M4 _. Signed M, fit_ ❑ Delivered red ❑_ Plcked up ❑ Mailed ❑ Fax MAY- 1'? -9.3 WED '3:24 JAMES G- P I ERSON , INC. P _ 02 o Site visit pd���0� Memorandum � 9 �lbe ❑ Phone memo CONSULTING STRUCTURAL ENGINEERS ❑ Transmittal 408 SW. SECOND AVENUE PORTLAND, OR. -97204 (503) 226-1206 To Jekn 4enr Project . f'�c .l G r-1 V-4-, Proj. no. V _. Client E5p_n r)p_(- Date cc. ((QQAe,%S -C it -A. C� sc.,-�£iDv�,E cxllS �r 1r1. 84 lCo'` ?x�.•t►O 0 M5 ...." CitiGN +a . ti°7 A • -1 t3"vo�a C3 ,r'l a+ �c.�., ..wo1� use. Z* 5 as 4 read 1 vX4, cqted oK claL -J 4 w \►1 ti1e,rt- . v.tcclt -t-uryi-5 Q orJ� ZEA" cern to de , yep- .s ctcc.epfi�b� -it, cin � i^)e 2 5 s 4q-�- �,4, Copies to afre. (+��j" (Ct(G) wo �• C. C' ,3224955 � tP. to /W/55 QVIL Y• CALIf� Signed 1,1;, ; +� ❑ 'Picke.6. up © Vaiied 0 "Fz.x AWESTERN WOOD STRUCTURES. INC. AFFILIATE MEMBER P. O. BOX 130, TUALATIN, ORE. 97062 503 692-6900 GoNf' z -i' ��-4 coti r, '' _ DATE PROJECT MA(, -iP LOCATION I��L�.P lr �� SHT. JOB NO. C� c) J OF FAXF— SEP 0 8 1993 NO EXCEPTION TAKEN Z REVISE & RESUBMIT REJECTED n MAKE CORRECTIONS NOTED n CHECKING IS ONLY FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS & DESIGN CONCEPT OF THE PROJECT. ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS & SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR: CONFIRMING & CORRELATING DIMENSIONS, FABRICATION & CONSTRUCTION TECHNIQUES, COORDINATION OF HIS WORK WITH OTHER TRADES, AND THE SATISFACTORY PERFORMANCE OF HIS WORK. JAMES G. PIERSON, INC. CONSULTING STRLICTURAL ENGINEERS PORTLAND, OREGON By. -w/ .. ....................... .......... DATE...-�__--W 1 0.7 - 5"3 aur WUNT Y nlricis 0-C. COMPANY INC. Wtly 216 `V' 8treeDowmMffi � .� Vancouver, WA 9$88 (208) 6"71 FAX (206) 693.3389 AWRO V�--,Ro SEP 0 9 1993 Customer Job*.,6149 P0* ............. Western Woad Structures Uiiber 3yes: Q,,;.-,�.:................... P.Q. Box 130 ....... ............_Lt►. M;. rig! ................ _ Tualatin Ore an 97062-0130 Stress Level: ... .................dee„3ctow ....................... ' Frotes Loyd Cove..�� ......rJd Seel E .1.9. x ........................ Ilk n: See Shop U 'g Name 5teye r win Phone 1-503-692-6900 Wt. 35376 e: ................... ............ MA KET..........._ Ship Date 5- 28-93 Ft. 21440 oc tion: MA�P41Q CA Quantity. Mark Size Length Camber Stress Note3 2X4 185' 2X6 4101 ' 2X8 17154' _.........MAS 60RREGI1Qf�S. .Q �E� .©..,..... WITH THE CHECI�IN'G 1� ONCY "PoR'6fN ryACONCEPT OF THE PRO ECT. ...... ........ »-.•"4NTRA(3� �0 Uh7J�S&..RF.S.1.....,................. wfe.....JVIS'0 -TI4E........ wy..AGT.. IONS OWN IS SUBIECT UN FOR: CONFIR NG & CORRFLATI?JG^Di ;ENS�UVS, FABRIC �� & CONSTRUC ' N TECHNIQUES, COUF)!Ii"T'ti N OF HIS WORK WITH OTHER RADES, AND THE SATISFACTORY PERFURMANCE OF HIS WOR JA dtrS G. CON UL17�C S'i'1:UC"ilYia lif�Cii�idll2S PORTLAND, 01-ZEGGN By_.......................... _..... 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IONS OWN IS SUBIECT UN FOR: CONFIR NG & CORRFLATI?JG^Di ;ENS�UVS, FABRIC �� & CONSTRUC ' N TECHNIQUES, COUF)!Ii"T'ti N OF HIS WORK WITH OTHER RADES, AND THE SATISFACTORY PERFURMANCE OF HIS WOR JA dtrS G. CON UL17�C S'i'1:UC"ilYia lif�Cii�idll2S PORTLAND, 01-ZEGGN By_.......................... _..... DATE...j.Q.... a 5 y�\4\\)TE OF TIM4� ? o Z z Q ~ U C C n W � IT -1 Z CONFORMANCE /HE UNDERSIGNED MA NUFA C TUBER HEREB Y CER TIFI ES 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 A190.1-19 2 Struct % Glued Laminated Timber, and that such manufacture has been at our plant in ailcouver , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. 931039 JOB NAME: -W W W Z ]C W U N � r' � JOB LOCATION: c3 1=- w � b O Z U CUSTOMER'S ORDER NO. 931039 DATE 4-30-93 MFGR'S ORDER N0. Z ot3 -M vi ce 7 U "'-- �,•' 'rn w ` o a CL z«Cv��n 7Z C) r Q O ` ZC C) I"� L o' o v 1 Z G U N � r' F=- ~ O.N- JOB LOCATION: c3 .� U CUSTOMER'S ORDER NO. 931039 DATE 4-30-93 MFGR'S ORDER N0. Z ot3 -M vi ce 7 U "'-- �,•' 'rn w ` o a V W = C ZJ O LL 75028U!Y3aaLL-r3o AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Markin 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 periodic.ally inspected and verified by the AITC Inspection Bureau. AITC FORM IBC AITC Ceffificale No. 92- 0 420 2 O AMERICAN INSTITUTE OF TIMBER CONSTRUCTION O 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION O W 0 a 0 a W F -- Q SHEET No. TTA CHMEV T NUMBER TO TC Certificate of Conformance No, 92-04220 Dated 5-28-93 ,AXED Job Name: -Magaliq Market SEP 0 8 . Job Location: Magalia, California Customer's Order No. 931039 Doted 4-30-93 Mfgr's Order No. 6149 The following gives the additional specifications that were used in the manufacture of the members on this job; 1. LUMBER 2. MOISTURE CONTENT 3. END JOINT 4. ADHESIVE DF -L Species: Grading Rules: WCLIB 16 & AITC 117.79 Table 1 154 A, B, C, Paragraph: 24F -V4 & 24F -V8 Grades;. Indust. `- �� - ' " - a ;_ :� � K V N;u - �= " w w d Rl ` w O Slope of Groin 118 To 1:16 Per Fiber Stress �� `;_' ' ''"'- ` `-' N 0 v_: ���C_. V) :X o :� z CD < a.�o�C.,�� Q _ _ .rw< 4 w J W ^ z C O' m f� W U ZO Q � �w7<°��W .�z fades 7% to 12% z []o�o2zo� 4I Ronge: 0. V CL z 5% Max W O _ U 1- O W LL o: = O f'O Voriotion per member' n - x o -a � E. W � WzrZ o== O W =O Z J p U l- W } Z C=UUQ G. t�-a m 4" Overlap Finger Joint Conforms to Mil -A -397B Type: R300 System Waterproof Batch No. 125 Pei Min. 5. GLUING Pressure Pressure Period Glue Spread 70 Lb. St( Foot p. 197 AITC Licensed Plont No. GA 62, pony AITC Form 18-3.65 A`1VE Otr TIM specifications. 8 To 14 Hr. 2,4W �� 9 caa4� Plant Quality control Supervisor q 9 '*/3 Date Q 1965 American Initltutf or Timb&r Construction �S/ \1 -vourd�7a o'."ore . x 0s; Go 110ja6"wo -M so. -I .1y L11. HV 14.1 NOUVCINWl MIC "10D 'Cl Alvlaa M-19 J.'Mov I 111MI Lqottnflv CUTIM0 4pAPIC It a/c x 6 x f, TIVm L;!Iitoovw .0 0"fig '110 - lCi0r -jOON r.L 02 �'_01 oo... I, v _L3 d Id 0 S Sq OCIC-OZI(COC) xvi gull -Ott (Coo Polls Nonilljo 10WIIII000 909 it M 'WINTW Wit MS 901, ill-) M17,01,190,13 IYUMONJIG MOL -11151400 "v '0N1'N0SU:-118'0 15016MI �S/ \1 -vourd�7a o'."ore . x 0s; Go 110ja6"wo -M so. -I .1y L11. HV 14.1 NOUVCINWl MIC "10D 'Cl Alvlaa M-19 J.'Mov I 111MI Lqottnflv CUTIM0 4pAPIC It a/c x 6 x f, TIVm L;!Iitoovw .0 0"fig '110 - lCi0r -jOON r.L 02 �'_01 oo... I, v _L3 d Id 0 S I?C-7Vrs-�� DIAMOND M FIRE PROTECTION 24c_ O CATTLE DRIVE ROAD CORNING, CA 90,021 COUNW OF BUTtE t BUILONS DEPT JuLU71993 HYDRAULIC CALCULATIONS FOR. rI11I MAGALIA MARKET fur UNITED GROCERS MAGAL I A, CA BUTTS OOt�N11� FILE NUMBER: MAG -RET ` DATE: JUNE 15, 1993 A"ROVED -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP. 1 DENSITY: 0.20 gpm/sq. ft.. AREA OF APPLICATION: 2562 sq. f t . COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 27 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 661.40 gpm TOTAL WATER REQUIRED (including hose): 911.40 gpm FLOW AND PRESSURE (@ BOR): 911.40 gpm C 27.0 psi SPRINKLER ORIFII=E SIZE: 17/32 inch NAME OF CONTRACTOR: V I F::: C:c Inst r ut i un DESIGN/LAYOUT BY: G. WADE JENKINS for DIAMOND M FIRE PROTEI_TION. AUTHORITY HAVING JURISDICTION: MAGALIA k FIRE, WESTERN INS. C0. CALCULATIONS by HASS HRS SYSTEMS, INC. ATLANTA, GA t Aw EQUIVALENT K-FAQ_ TOR CALCULATOR Node Sprinkler Pipe dia.' Pipe Ftgs.• Total H-W Equivalent Name ----------------------7----------7-------------------------------------- K-factor (in) ' Len. Cft i -------------------------------------S!' Len. (ft) c9ef. k;-factor ,SPRIG RIu 8. 10 1.104 -0.33 T 5.33 120 7.77 ROOSTER 8.10 1.104 .'0.50 T 5.50 120 7.76 SPRIG 1.104 01.42 T 5.42 ' 120 7.7E t ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 6/m/93 J0B TITLE: UNIFIED GROCERS - MA8ALIA, CA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) SRC 130.0 60.0 978.{)' 68.6 911.4 Page 1 MAG -RET REDID PRESS. (PSI) 40.3 AGGREGATE FLOW ANALYSIS: � r TOTAL FLOW AT SOURCE 911.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE' 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVESPRINKLERS 661.4 GPM NODE ANALYSIS DATA | . NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 17.7- - - - � 15.8 2 � 20.0 � 14.0 --- - ' 3 20.0 K= 7.76 ` 9.9 24.4 ' 3A 20.0 K= 7.76!.: 9.7 24.2 420.0 W= 7.76'�'�� 9.6� 24.0 5 20.0 K= 7.76� 9.6 24.0 6 20.0 K= 7.76 . 9.6 24.0 7 20.0 K= . 7.76,� 9.7 24.1 7A 20.0 K= 7.76 10.0 � 24.5 8 20.O - - - - ` 10.7 - - - 9 17.7 12.3 � - - - 10 17.7 - - - - 15.8 - - - 11 20.0 ' 14.1 - - - 12 20.0 K= 7.76 9.9 24.4 ' 12A 20.0 K= 7.76 9.8 24.2 13 20.0 K= 7.76 9.6 24.1 14 20.0 K= 7.76 9.6 24.1 15 20.0 K= 7.76 9.6 24.1 16 20.0 K= 7.76 9.7 24.2 16A 20.0 K= 7.76 10.0 24.6 17 20.0 -- -'"-' 10.8 - - - 18 17.7 - - - - 12.4 - - - 19' 17.7 - - - - �` 15.9 - - - 20 20.0 - - - - 14.2 - - - 21 20.0 K= 7.76 ' 10.0 24.6 21A 20.0 K= i 7.76 9.9 24.4 22 20.0 K= 7.76 9.8 24.3 23 20.0 K= 7.76 9.8 24.2 24 20.0 K= 7.76 9.8 24.3 25 20.0 K= 7.76 9 24.4 25A 20.0 K= 7.76 10.2 24.8 26 20.0 - - - - 11.0 - - - 27 17.7 _ - - -7 ` 12.7 - - - 28 17.7 - - - - 16.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: UNIFIED GROCERS - t'1i= GAL I A, CA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM:) 9 20.0 - - - - 14.3 - - - 30 20.0 K= 7.76 10.6 25.3 31 20.0 t:.= 7.76 10.5 25.2 32 20.0 K= 7.76 10.5 25. 33 20.0 t;.= 7. 76 10.5 25. 34 X0.0 K= 7.7E 10.7 X5.4 35 20.0 - - - - 11.E - - - 36 17.7 - - - - 13.1 - - - 37 17.7 - - - - 16.3 - - - 3.9 X0.0 - - - - 15.2 - - - 3- 20.0 K= 7.76 10.7 25.4 40 20.0 - - - - 14.6 - - - 41 17.7 - - - - 15.5 - - - 42 17.7 - 16e6 - - - 43 ::0.it - - - - 15.6 _ - - 44 20. i') - - -• - 15. - - 45 17.7 - - -- - 1E.2 - - - 46 17.7 - - - -- 17.0 - - - 47 20.0 - - - - 15.9 - _ r. 15.9 - - - `9 17.7 - - - - 16.9 - - - 5l / 17.7 - -- -.- -7..� 1 - - -... 51 20.0 - - - - 16. - - - 52 moi_ . 0 - - - -16.3 53 17.7 - - - - 17.4 - - - 54 17.7 - - - - 17.6 - - - 55 20.0 - - - - 16.6 -- - - 56 20.0 - - - - 17.0 - - - 57 17.7 - - - - 18.0 - - - 5,8 17.7 - - - - 17.'3 - - - 59 20.0 60 20.0 - - - - 17.5 - - -- 61 17.7 - - - - 18.6 -- - - 62 17.7 - - - - 18.1 - - - 63 20.0 - - - - 17.1 - - - 64-1. 0, 0 - _ _ -. 17.7 - - - E5 17.7 - - - - 18.7 - - - 66 17.0 - - - -- 18.6 - -- E7 20.0 - - - - 17.3 - - - 68 20.0 - - - - 17.9 - - - 6'3 17.0 - - - -19.2 - - - 70 16.5 - - - - 19.E - - - 71 20, 0 - - - - 18.1 - - - 7` 0.0 - - - - 17.9 - - - 73 17.7 - - - -18.'3 - - - 74 16.5 - - - - 19.6 - - - 75 20.0 i_) - - - - 18.1 - - - 76 20.0 - - - - 18.0 - - - 77 17.7 - - - -19.0 - -- 78 16.5 - - - - 19.6 E0 20.0 - - - -- i 8 . 0 - - 82 16.5 - -- - -- 34 17.0 - - - - 19.3 - - - TOR 16.5 - - - - i'3. 8 - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 ^ JOB TITLE: UNIFIED GROCERS - MAGALIA, CA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) ^ BOR 0.5 - - - - 27.0 - - - BF2 -3.0 - - - - 31.1 - - - BF, -3.0 - - - - 38.1 - - - SRC -4.0 SOURCE 40.3 661.4 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 JOB TITLE: UNIFIED GROCERS - MA8ALIA, CA PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1R 89.8 2.154 PL 2.33 PF 0.8 1 17.7 0.0 15.8 0.0 7.9 120 FTG .T PE 1.0 2 20.0 0.0 14.0 0.0 0.063 TL 12.33 .' PV 0.4 Pipe: 2 . 89 8 2 154 PL 56 33 . . PF 4 . 2 2 20.0 0.0 14.0 0.0 7.9 120 FTG T PE 0.0 3 20.0 7.8 9.9 24.4 0.063 TL 66.33 PV 0.4 Pipe: 3A 65.4 2.154 PL 4.00 PF 0.1 3 20.0 7.8 9.9 24.4 5.8 120 FTG .--&- PE 0.0 3A 20.0 7./8 9.7 24.2 0.035 TL 4.00 PV 0.2 ^ Pipe: 3 41 2 . 2 154 PL . 8 00 . PF 0 . 1 3A 20.0 7.8 9.7 24.2 3.6 120 FTG ---- PE 0.0 4 20.0 7.8 9.6 24.0 0.015 TL 8.00 PV 0.1 Pipe: 4 17.2 2.154 PL 12.00 PF 0.0 4 20.0 7.8 9.6 24.0 1.5 120 FTG ---- PE 0.0 5 20.0 7.8 9.6 24.0 0.003 TL 12.00 PV 0.0 Pipe: 5 -6.8 2.154 PL 12.00 PF 0.0 5 20.0 7.8 9.6 24.0 0.6 120 FTG ---- PE 0.0 6 20.0 7.8 9.6 2440 0.001 TL 12.00 PV 0.0 Pipe: 6 -30.9 2.154 PL 12.00 PF 0.1 6 20.0 7.8 9.6 24.0 2.7 120 FTG ---- PE 0.0 7 20.0 7.8 9.7 24.1 0.009 TL 12.00 PV 0.0 Pipe: 6A -55.0 2.154 PL 12.00 PF 0.3 7 20.0 7.8 9.7 24.1 4.8 120 FTG ---- PE 0.0 ' 7A 20.0 7.8 10.0 24.5 0.025 TL 12.00 PV 0.2 Pipe: 7 -79.5 2.154 PL 9.92 PF 0.8 A 20.0 7.8 10.0 24.5 7.0 120 FTG E PE 0.0 8 20.0 0.0 10.7 0.0 0.050 TL 14.92 PV 0.3 Pipe: 8R -79.5 2.154 PL 2.00 PF 0.6 8 20.0 0.0 10.7 0.0 7.0 120 FTG T PE 1.0 9 17.7 0.0 12.3 0.0 0.050 TL 12.00 PV 0.3 Pipe: 9 8818 4.260 PL 10.00 PF 0.0 10 17.7 Q.0 15.8 0.0 2.0 120 FTG ---- PE 0.0 1 17.7 d.0 15.8 0.0 0.002 TL 10.00 PV 0.0 Pipe: 10R 89.6 2.154 PL 2.33 PF 0.8 10 17.7 0.0 15.8 0.0 7.9 120 FTG T PE 1.0 11 20.0 0.0 14.1 0.0 0.063 TL 12.33 PV 0.4 Pipe: 11 89.6 2.154 PL 56.33 PF 4.2 11 20.0 0.0 14.1 0.0 7.9 120 FTG T PE 0.0 12 20.0 7.8 9.9 24.4 0.063 TL 66.33 PV 0.4 ti SPRINKLER SYSTEM HYDRAULIC: ANALYSIS Faye 5 JOLT TITLE: UNIFIED GROCERS - MAGAL I A, CA PIPE DATA (c int' d) PIPE TAG Q(GPM) DTA(IN) LENGTH PRESS. END ELEV. NOZ. FT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) W (FSI) (GPM) F.L./FT (PSI) Pipe: 12 65.2 2.154 FL 4'00 FF 0.1 12 20 , O 7.8 3.9 24.4 5.7 120 FTG ---- PE 0.0 12A 20.0 7.8 9.8 24.2 0.035 TL 4.00 FV 0.2 Pipe: 12A 40.9 2.154 PL 8.00 FF 0.1 12A 20.0 7.8 9.8 24.2 3.6 120 FTG ---- PE 0.0 13 20.0 7.8 9.6 24.1 0.015 TL 8.00 0 FV 0.1 Pipe: 13 16.8 2.154 PL 12.00 FF 0.0 13 20.0 7.8 9.6 24.1 1.5 120 FTG ---- PE 0.0 14 20.0 7A 9.6 24.1 0.003 03 TL 12.00 PV 0.(:) Pipe: 14 -7.2 2.154 PL 12.00 FF 0.0 14 20.0 7.8 9.6 24.1 0.6 120 FTG ---- PE 0.0 15 20.0 7.8 9.6 24.1 0.001 TL 12.00 FV 0.0 Pipe: 15 -31.3 2.154 FL 12.00 FF 0.1 15 20.0 7.8 9.6 24.1 2.8 120 FTG ---- PE 0.0 16 20.0 7.8 9.7 24.2 0.009 09 TL 12.00 FV 0.1 Pipe: 15A -55.5 2.154 PL 12.00 FF 0.3 16 20.0 7.8 9.7 24.E 4.9 120 FTG ---- FE 0.0 16A 20.0 7.8 10.0 24.6 0.026 TL 12.00 PV 0.2 Pipe: 16 -80.0 2.154 PL 9.92 PF 0.8 16A 20.0 7.8 10.0 24.E 7.0 120 FTG E FE 0.0 17 20.0 0.0 10.8 0.0 0.051 TL 14.92 FV 0.3 Pipe: 17R -80.0 2.154 FL 2.00 FF 0.6 17 20.0 0.0 10.8 0.0 7.0 120 FTG T FE 1.0 18 17.7 0.0 12.4 0.0 0.051 TL 12.00 FV 0.3 Pipe: 18 79.5 3.260 PL 10.00 PF 0.1 18 17.7 0.0 12.4 0.0 3.1 120 FTG ---- FE 0.0 i .D 17.7 0.0 12.3 0.0 0.007 TL 10.00 FV 0.1 Pipe: 19 179.4 4.260 PL 10.00 PF 0.1 19 17.7 0.0 15.9 0.0 4.0 120 FTG ---- PE 0.0 10 17.7 0.0 15.8 0.0 0.008 TL 10.00 PV 0.1 Pipe: 20R 89.0 2.154 PL 2.33 PF 0.8 1'3 17.7 0.0 15.9 0.0 7.8 120 FTG T PE 1.0 20 20.0 0.0 14.2 0.0 0.062 TL 12.33 PV 0.4 Pipe: 21 89.0 2.154 PL 56.33 FF 4.1 20 20.o 0.0 14.2 0.0 7.8 120 FTG T PE 0.0 21 20.0 7.8 10.0 24.6 0.062 TL 66.33 FV 0.4 Pipe: 22 64.4 2.154 PL 4.00. FF 0.1 21 20.0 7.8 10.0 24.6 5.7 120 FTC; ---- PE __ o. o 1 A 20.0 7.8 . 9.9 24.4 0.034 TL 4.00 FV 0.2 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 J'B TITLE: UNIFIED GROCERS - MAGALIA, CA PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 22A 40.0 2.154 PL 8.00, PF 0.1 21A 20.0 7.8 9.9 24.4 3.5 120 FTG ---- PE 0.0 22 20.0 7.8 9.8 24.3 .0.014 TL 8.00 PV 0.1 Pipe: 23 15.7 2.154 PL 12.00 PF 0.0 22 20.0 7.8 9.8 24.3 1.4 120 FTG ---- PE 0.0 23 20.0 7.8 9.8 24.2 0.003 TL 12.00 PV 0.0 Pipe: 24 -8.5 2.154 PL 12.00 PF 0.0 23 20.0 7.8 9.8 24.2 0.7 120 FTG PE 0.0 24 20.0 AS 9.8 24.3 0.001 TL 12.00 PV 0.0 , Pipe: 25 -32.8 2.154 PL 12.00 PF 0.1 24 20.0 7.8 9.8 24.3 2.9 120 FTG ---- PE 0.0 25 20.0 7.8 9.9 24.4 0.010 TL 12.00 PV 0.1 Pipe: 25A -57.1 2.154 PL 12.00 PF 0.3 25 20.0 7.8 9.9 24.4 5.0 120 FTG ---- PE 0.0 25A 20.0 7.8 10.2 24.8 0.027 TL 12.00 PV 0.2 Pipe: 26 -81.9 2.154 PL 3.92 PF 0.8 25A 20.0 7.8 10.2 24.8 7.2 120 FTG E PE 0.0 26 20.0 0.0 11.0 0.0 0.053 TL 14.92 PV 0.4 Pipe: 27R -81.9 2.154 PL 2.00 PF 0.6 26 20.0 0.0 11.0 0.0 7.2 120 FTG T PE 1.0 27 17.7 0.0 12.7 0.0 0.053 TL 12.00 PV 0.4 Pipe: 29 159.6 3.260 PL 10.00 PF 0.2 27 17.7 0.0 12.7 0.0 6.1 120 FTG ---- PE 0.0 18 17.7 0.0 12.4 0.0 0.024 TL 10.00 PV 0.3 Pipe: 29 . 268 4 4 260 PL . 8 00 . PF 0 . 1 28 17.7 0.0 16.1 0.0 6.0 120 FTG ---- PE 0.0 19 17.7 0.0 15.9 0.0 0.017 TL 8.00 PV 0.2 Pipe: 30R 86.4 2.154 PL 2.33 PF 0.7 28 17.7 0.0 16.1 0.0 7.6 120 FTG T PE 1.0 29 20.0 0.0 14.3 010 0.059 TL 12.33 PV 0.4 Pipe: 31 86.4 2.154 PL 56.33 PF 3.6 29 20.0 0.0 14.3 0.0 7.6 120 FTG E PE 0.0 39 20.0 AB 10.7 25.4 0.059 TL 61.33 PV 0.4 Pipe: 31A 60.9 2.154 PL 4.00 PF 0.1 39 20.0 7.8 10.7 25.4 5.4 120 FTG ---- PE 0.0 30 20.0 7.8 10.6 25.3 0.031 TL 4.00 PV 0.2 Pipe: 32 35 6 . 2 154 PL . 8 00 , PF 0 , 1 30 20.0 7.8 10.6 25.3 3.1 120 FTG ---- PE 0.0 31 20.0 7.8 10.5 25.2 0.011 TL 8.00 PV 0.1 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 J'B TITLE: UNIFIED GROCERS - MAGALIA, CA PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 33 10.5 2.154 PL 12.00. PF 0.0 31 20.0 7.8 10.5 25.2 0.9 120 FTG ---- PE 0.0 32 20.0 7.8 10.5 25.2 0.001 TL 12.00 PV 0.0 Pipe: 34 -14.7 2.154 PL 12.00 PF 0.0 32 20.0 7.8 10.5 25.2 1.3 120 FTG ---- PE 0.0 33 20.0 7.8 ` 10.5 25.2 0.002 TL 12.00 PV 0.0 Pipe: 35 -39.9 2.154 PL 12.00 PF 0.2 33 20.0 7.8 10.5 25.2 3.5 120 FTG PE 0.0 34 20.0 � 7]8 10.7 25.4 0.014 TL 12.00 PV 0.1 '. Pipe: 36 -65.3 2.154 PL 21.92 PF 0.9 34 20.0 7.8 10.7 25.4 5.7 120 FTG E PE 0.0 35 20.0 0.0 11.6 0.0 0.035 TL 26.92 PV 0.2 Pipe: 37R -65.3 2.154 PL 2.00 PF 0.4 35 20.0 0.0 11.6 0.0 5.7 120 FTG T PE 1.0 36 17.7 0.0 13.1 0.0 0.035 TL 12.00 PV 0.2 Pipe: 38 241.5 3.260 PL 8.00 PF 0.4 36 17.7 0.0 13.1 0.0 9.3 120 FTG ---- PE 0.0 27 .17.7 0.0 12.7 0.0 0.052 TL 8.00 PV 0.6 Pipe: 39 , 354 7 4 260 , PL , 8 00 PF 0 , 2 37 17.7 0.0 16.3 0.0 8.0 120 FTG ---- PE 0.0 28 17.7 0.0 16.1 0.0 0.029 TL 8.00 PV 0.4 Pipe: 40R 21.8 2.154 PL 2.33 PF 0.1 37 17.7 0.0 16.3 0.0 1.9 120 FTG T PE 1.0 38 20.0 0.0 15.2 0.0 0.005 TL 12.33 PV 0.0 Pipe: 42 21.8 2.154 PL 126.25 PF 0.7 38 20.0 0.0 15.2 0.0 1.9 120 FTG 2T PE 0.0 40 ' 20.0 0.0 14.6 0.0 0.005 TL 146.25 PV 0.0 Pipe: 43R 21.8 2.10 PL 2.00 PF - 0.1 40 20.0 0.0 14.6 0.0 1.9 120 FTG T PE 1.0 41 17.7 0.0 15.5 0,0 0.005 TL 12.00 PV 0.0 Pipe: 44 306.8 3.260 PL 20.00 PF 2.4 41 17.7 0.0 15.5 0.0 11.8 120 FTG 2L PE 0.0 36 17.7 d,0 13.1 0.0 0.081 TL 30.00 PV 0.9 Pipe: 45 376.6 4.260 PL 10.00 PF 0.3 42 17.7 0.0 16.6 0.0 B.5 120 FTG ---- PE 0.0 37 17.7 0.0 16.3 0.0 0.032 TL 10.00 PV 0.5 Pipe: 46R 14.7 2.154 PL 2.00 PF 0.0 42 17.7 0.0 16.6 0.0 1.3 120 FTG T PE 1.0 43 20.0 0.0 15.6 0.0 0.002 TL 12.00 PV 0.0 / ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 J_B TITLE: UNIFIED GROCERS - MAGALIAx CA PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 47 14.7 2.154 PL 136.25- PF 0.3 43 20.0 0.0 15.6 0.0 1.3 120 FTG 2T PE 0.0 44 20.0 0.0 15.2 0.0 0.002 TL 156.25 PV 0.0 Pipe: 48R 1 14.7 2.154 PL 2.00 PF 0.0 44 20.0 0.0 15.2 0.0 1.3 120 FTG T PE 1.0 45 17.7 0.0 16.2 0.0 0.002 TL 12.00 PV 0.0 Pipe: 49 284.9 3.260 PL 10.00 PF 0.7 45 17.7 0.0 16.2 0.0 11.0 120 FTG ---- PE 0.0 41 17.7 0./0 15.5 0.0 0.071 TL 10.00 PV 0.8 ^ Pipe: 50 391.2 4.260 PL 10.00 PF 0.3 46 17.7 0.0 17.0 0.0 8.8 120 FTG ---- PE 0.0 42 17.7 0.0 16.6 0.0 0.035 TL 10.00 PV 0.5 Pipe: 51R 7.0 2.154 PL 2.33 PF 0.0 46 17.7 0.0 17.0 0.0 0.6 120 FTG T PE 1.0 47 20.0 0.0 15.9 0.0 0.001 TL 12.33 PV 0.0 Pipe: 52 7.0 2.154 PL 136.25 PF 0.1 47 20.0 0.0 15.9 0.0 0.6 120 FTG 2T PE 0.0 48 20.0 0.0 15.9 0.0 0.001 TL 156.25 PV 0.0 Pipe: 53R 7.0 2.154 PL 2.00 PF 0.0 48 20.0 0.0 15.9 0.0 0.6 120 FTG T PE 1.0 49 17.7 0.0 16.9 0.0 0.001 TL 12.00 PV 0.0 Pipe: 54 270.3 3.260 PL 10.00 PF 0.6 49 17.7 0.0 16.9 0,0 10.4 120 FTG ---- PE 0.0 45 17.7 0.0 16.2 0.0 0.064 TL 10.00 PV 0.7 Pipe: 55 ^ 39B 2 4 260 PL ^ 8 00 ^ PF 0 ^ 3 50 17.7 0.0 17.2 0.0 9.0 120 FTG ---- PE 0.0 46 17.7 0.0 17.0 0.0 0.036 TL 8.00 PV 0.5 Pipe: 56 - . 7 0 2 154 PL . . 2 33 PF 0 . 0 50 17.7 0.0 17.2 0.0 0.6 120 FTG T PE 1.0 51 20.0 0.0 16.2 0.0 0.001 TL 12.33 PV 0.0 Pipe: 57 -7.0 2.154 PL 136.25 PF 0.1 51 20.0 0.0 16.2 0.0 0.6 120 FTG 2T PE 0.0 52 20.0 6.0 16.3 0.0 0.001 TL 156.25 PV 0.0 Pipe: 58R - . 70 2 154 PL . 2 00 . PF 0 . 0 52 20.0 0.0 16.3 0.0 0.6 120 FTG T PE 1.0 53 17.7 0.0 17.4 0.0 0.001 TL 12.00 PV 0.0 Pipe: 59 263.3 3.260 PL 8.00 PF, 0.5 53 17.7 0.0 17.4 0.0 10.1 120 FTG ---- PE 0.0 49 17.7 0.0 16.9 0.0 0.061 TL 8.00 PV 0;7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 ~ JOB TITLE: UNIFIED GROCERS - MA8ALIAv CA PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 60 391.2 4.260 PL 10.00 PF 0.3 54 17.7 0.0 17.6 0.0 8.8 120 FTG ---- PE 0.0 50 17.7 0.0 17.2 0.0 0.035 TL 10.00 PV 0.5 Pipe: 61 -14.7 2.154 PL 2.33 PF 0.0 54 17.7 0.0 17.6 0.0 1.3 120 FTG T PE 1.0 55 20.0 0.0 16.6 0.0 0.002 TL 12.33 PV 0.0 Pipe: 62 . -14.7 2.154 PL 136.25 PF 0.3 55 ^ 20 0 0 0 16.6 0.0 1.3 120 FTG ' 2T PE 0.0 56 20.0 1 0.0 17.0 0.0 0.002 TL 156.25 PV 0.0 ^ Pipe: 63R -14.7 2.154 PL 2.00 PF 0.0 56 20.0 0.0 17.0 0.0 1.3 120 FTG T PE 1.0 57 17.7 0.0 1B.0 0.0 0.002 TL 12.00 PV 0.0 Pipe: 64 270.3 3.260 PL 10.00 PF 0.6 57 17.7 0.0 18.0 0.0 10.4 120 FTG ---- PE 0.0 53 17.7 0.0 17.4 0.0 0.064 TL 10.00 PV 0.7 Pipe: 65 376.5 4.260 PL 8.00 PF 0.3 58 17.7 0.0 17.9 0.0 8.5 120 FTG ---- PE 0.0 54 17.7 0.0 17.6 0.0 0.032 TL 8.00 PV 0.5 Pipe: 66R -20.0 2.154 PL 2.33 PF 0.0 58 17.7 0.0 17.9 0.0 1.8 120 FTG T PE 1.0 59 20.0 0.0 16.9 0.0 0.004 TL 12.33 PV 0.0 Pipe: 67 -20.0 2.154 PL 136.25 PF 0.6 59 20.0 0.0 16.9 0.0 1.8 120 FTG 2T PE 0.0 60 20.0 0.0 17.5 0.0 0.004 TL 156.25 PV 0.0 Pipe: 68R -20.0 2.154 PL 2.00 PF 0.0 60 20.0 0.0 17.5 . 0.0 1.8 120 FTG T PE 1.0 61 17.7 0.0 18.6 0.0 0.004 TL 12.00 PV 0.0 Pipe: 69 285.0 3.260 PL 8.00 PF 0.6 61 17.7 0.0 18.6 0.0 11.0, 120 FTG ---- PE 0.0 57 17.7 0.0 18.0 0.0 0.071 TL 8.00 PV 0.8 Pipe: 70 356.5 4.260 PL 8.00 PF 0.2 62 17.7 q.o 18.1 0.0 8.0 120 FTG ---- PE 0.0 58 17.7 0.0 17.9 0.0 0.029 TL 8.00 PV 0.4 Pipe: 71R -19.1 2.154 PL 2.33 PF 0.0 62 17.7 0.0 18.1 0.0 1.7 120 FTG T PE 1.0 63 20.0 0.0 17.1 0.0 0.004 TL 12.33 PV 0.0 Pipe: 72 -19.1 2.154 PL 136.25 PF 0.6 63 20.0 0.0 17.1 0.0 1.7 120 FTG 2T PE 0.0 64 20.0 0.0 17.7 0.0 0.004 TL 156.25 PV 0.0 � ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 JOB TITLE: UNIFIED GROCERS - MAGALIA, CA PIPE DATA (cont'd) PIPE TAG Q(GPM) . DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 73R -19.1 2.154 PL 2.00, PF 0.0 64 20.0 0.0 17.7 0.0 1.7 120 FTG T PE 1.0 65 17.7 0.0 18.7 0.0 0.004 TL 12.00 PV 0.0 Pipe: 74 305 0 � 4 260 . PL . B 00 PF 0 . 2. 65 17.7 0.0 18.7 0.0 6.9 120 FTG ---- PE 0.0 61 17.7 0.0 18.6 0.0 0.022 TL 8.00 PV 0.3 Pipe: 75 337.4 4.260 PL 7.00 PF 0.2 6617.0 0.0 18.6 0.0 7.6 120 FTG PE 0.3 62 17.7 ON 18.1 0.0 0.026 TL 7.00 PV 0.4 , Pipe: 76R -18.9 2.154 PL 2.33 PF 0.0 66 17.0 0.0 18.6 0.0 1.7 120 FTG T PE 1.3 67 20.0 0.0 17.3 0^0 0.004 TL 12.33 PV 0.0 Pipe: 77 -18.9 2.154 PL 136.25 PF. 0.6 67 20.0 0.0 17.3 0.0 1.7 120 FTG 2T PE 0.0 68 20.0 0.0 17.9 0.0 0.004 TL 156.25 PV 0.0 Pipe: 78R -18.9 2.154 PL 2.00 PF 0.0 68 20.0 0.0 17.9 0.0 1.7 120 FTG T PE 1.3 69 17.0 0.0 19.2 0.0 0.004 TL 12.00 PV 0.0 Pipe: 79 324.2 4.260 PL 7.00 PF 0.2 69 17.0 0.0 19.2 0.0 7.3 120 FTG ---- PE 0.3 65 17.7 0.0 18.7 0.0 0.024 TL 7.00 PV 0.4 Pipe: 80 318.4 4.260 PL 23.83 PF 0.8 70 16.5 0.0 19.6 0.0 7.2 120 FTG 2L PE 0.2 66 17.0 0.0 18.6 0.0 0.024 TL 33.83 PV 0.3 Pipe: 81R 13.1 2.635 PL 1.00 PF 0.0 70 16.5 0.0 19.6 0.0 0.8 120 FTG T PE 1.5 71 20.0 0.0 18.1 0.0 0.001 TL 13.00 PV 0.0 Pipe: 82 13.1 2.635 PL 153.25 PF 0.1 71 20.0 0.0 18.1 0.0 0.8 120 FTG 2T PE 0.0 72 20.0 0.0 17.9 0.0 0.001 TL 177.25 PV 0.0 Pipe: 83R 13.1 2.635 PL 1.00 PF 0.0 72 20.0 0 17.9 0.0 0.8 120 FTG T PE 1.0 73 17.7 0.0 18.9 0.0 0.001 TL 13.00 PV 0.0 Pipe: 84 343.1 6.357 PL 6.83 PF 0.0 ' 73 17.7 0.0 18.9 0.0 3.5 120 FTG ---- PE 0.3 69 17.0 0.0 19.2 0.0 0.004 TL 6.83 PV 0.1 Pipe: 85 331.6 6.357 PL 6.08 PF 0.0 74 16.5 0.0 19.6 0.0 3.4 120 FTG ---- PE 0.0 70 16.5 0.0 19.6 0.0 0.004 TL 6,08 PV 0.1 , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 ~ JOB TITLE: UNIFIED GROCERS - MA8ALIA, CA PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 86R 13.1 2.635 PL 1.00' PF 0.0 74 16.5 0.0 19.6 0.0 0.8 120 FTG T PE 1.5 75 20.0 0.0 18.1 0.0 0.001 TL 13.00 PV 0.0 Pipe: 87 13.1 2.635 PL 153.25 PF 0.1 75 20.0 0.0 18.1 0.0 0.8 120 FTG 2T PE 0.0 76 20.0 0.0 18.0 0.0 0.001 TL 177.25 -PV 0.0 Pipe: 88R 13.1 2.635 PL 1.00 PF 0.0 76 20.0 0.0 18.0 0.0 0.8 120 FTG' T PE 1.0 77 17.7 0l0 19.0 0.0 0.001 TL 13.00 PV 0.0 , Pipe: 89 329.9 6.357 PL 6.08 PF 0.0 77 17.7 0.0 19.0 0.0 3.3 120 FTG ---- PE 0.0 73 17.7 0.0 18.9 0.0 0.004 TL 6.08 PV 0.1 Pipe: 90 344.7 6.357 PL 6.08 PF 0.0 78 16.5 0.0 19.6 0.0 3.5 120 FTG ---- PE 0.0 74 16.5 0.0 19.6 0.0 0.004 TL 6.08 PV 0.1 Pipe: 91 7316.8 6.357 PL 6.08 PF 0.0 77 17.7 0.0 19.0 0.0 3.2 120 FTG ---- PE 1.0 B0 20.0 0.0 18.0 0.0 0.003 TL 6.08 PV 0.1 Pipe: 92 143.2 6.357 PL 153.25 PF 0.1 78 16.5 0.0 19.6 0.0 1.4 120 FTG 2T PE 1.5 80 20.0 0.0 18.0 0.0 0.001 TL 183.25 PV 0.0 Pipe: 93 -487.9 6.080 PL 6.08 PF 0.1 78 16.5 0.0 19.6 0.0 5.4 120 FTG ---- PE 0.0 82 16.5 0.0 19.7 0.0 0.009 TL 6.08 PV 0.2 Pipe: 94 -173.6 6.357 PL 6.08 PF 0.0 80 20.0 0.0 18.0 0.0 1.8 120 FTG L PE 1.3 84 17.0 0.0 19.3 0.0 0.001 TL 11.08 PV 0.0 Pipe: 94A 173.6 6.357 PL 153.25 PF 0.2 82 16.5 0.0 19.7 0.0 1.8 120 FTG T PE 0.2 84 17.0 0.0 19.3 0.0 0.001 TL 168.25 PV 0.0 Pipe: 95 -661.5 6.357 PL 1.08 PF 0.1 82 16.5 0 19.7 0.0 6.7 120 FTG L PE 0.0 TOR 16.5 C .0 19.8 0.0 0.013 TL 6.08 PV 0.3 Pipe: 96 -661.5 6.357 PL 16.00 PF 0.3 TOR 16.5 0.0 19.8 0.0 6.7 120 FTG B PE 6.9 BOR 0.5 0.0 27.0 0.0 0.013 TL 26.00 PV 0.3 Pipe: 97 -661.5 6.080 PL 200.00 PF -2.6 BOR 0.5 0.0 27.0 0.0 7.3 150 FTG 3L PE 1.5 BF2 -3.0 0.0 31.1 0.0 0.011 TL 242.00 PV 0.4 CPRlN|(LER SYSTEM HYDRAULIC ANALYSIS Pagc 12 TlTL[: U|lrIED GMAGALlAv CA [ Dt'd) F'1 PE 7il., . Q(GPM) DIA(IN) LENGTH PRESS. E --EV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. (FT) (K) (PSI) (GPM) F.L./FT (P6I) ` Pipe: 95 ' �IXED PRESSURE 1 -OSS DEVICE 8F1 -3.0 0.0 38.1 � 0.0 7.0 psi" 661.4 gom BF2 -3.0 0.0 31.l 0.0 ' Pipe: _661.4 6.080 PL 65.00 PF 1.7 PF1 0.0 38.1 0.0 7.3 15*0 FTG 2TG PE ().4 SF:C -4.0 SRCE 40.3 {N/A} O.011 TL 1G0.00 PV 0.4 AaTES: (1} Cal_culz-t-ions were psrformed_by the HASS 5.5.0 -computer program. ) ^ - (2) Th s systcm has beeri balanced to provide �n average imbalance at each node of 0.004- gpm and a maximum imbalance at any node of 0.282 gpm. _ ' (3) Ye] ocity presSur«ss are printed for information onlyv and are n�t used in balancing the system. Maximum water velocit� in any pipe is 11.8 ft/sec. ' ` - `` (4) PIPE FITTINGS TABLE , Pipe Table NameL STANDARD.PIP . C MATE��IAL: XL HW': 120 Ciameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVlv -.fyVlv 8atVlv AlmChk DPVlv ��. 154 5.0S 10.00 3.O0 11.00 6.00 1.00 10.00 10.00 PACE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) ET L C B 8 Ell Te6. LngEll Ch[. -Ally BfyVlv 6atVlw 6.080 21.00 45.O0 14.00 48.00 15.00 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 J60 TITLE: UNIFIED GROCERS - MAGAL I A, CA WATER SUPPLY CURVE i i i 165+ i i 150+ 135+ P120+ \\\\ R \\\ E \\\ S \\\ U R E \\\ 90+ \\\\ P \\\ S I 75+ \\\\ 60+ 60.0 psi C 978 gpm-> i Flow Test Point 45+ i ' i i X 30+ LEGEND " 1 X = Required Water Supply " f 40.28 psi C 911.4 gpm " 15+ 0 = Availabl6 Water Supply " f 68.5E psi C 911.4 gpm ' " 0---+---+------+-----+------+--------+---------+----------i -- = ---------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM:) �__'_- . DIAMOND M 71RH "RC �".-DN ^ "400 CATTLE DRIVE ROAD ~� � ~ CORNING, CA 96021 ("4 � �VIS ED HYDRAULIC CALCULATIONS FOR MAGALIA MARKET for UNITED GROCERS MAGALIA, CA __ --___'.~~ FILE NUMBER: MAG-STOR ------'----'-^^^-~�°° DATE: JUNE 15, 1993 APPROVED, ~ -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY GROUP. DENSITY: 0.16 gpm/sq. ft. AREA OF APPLICATION: 2000 sq. ft. COVERAGE PER SPRINKLER: 61.77 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 36 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 550.50 gpm TOTAL WATER REQUIRED (including hose): 1050.5 gpm FLOW AND PRESSURE (@ BOR): 550.50 gpm @ 18.9 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: VIK Construction DESIGN/LAYOUT BY: G. WADE JENKINS for DIAMOND M FIRE PROTECTION. AUTHORITY HAVING JURISDICTION: MA6ALIA FIRE, WESTERN INS. CO. CALCULATIONS BY HASS HRS SYSTEMS, INC. _ ATLANTA, GA EQ�Y%yALE�"' K-FAC7OR CAL WLATQR Node Sprinkler Pipe dia. Pipe Ftgs. Total H -W Equivalent Name _______________________________________________________________________ K -factor (in) Len.(ft) Len.Ht) coef. K -factor TL-SPRG 5.60 r.049 0.25 T 5.25 120 5.45 ST-SPRG 5.60 1.049 2.00 T 7.00 120 5.40 MA2-ST0� 33B TITLE: MAGALIA MARKET, STORAGE AREA, for UNITED GROCERS. WATER SUPPLY DATA ^ __-_-_ __--- __ �u���c �'�/�� ����u. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PBI) (PSI) (GPM) (PSI) (SPM) (PSI) SRC 130.0 60.0 978.0 50.1 1050.5 31.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) 1A 19.0 - - - - 8.5 2 19.0 K= 5.45 7.6 3 19.0 K= 5.45 7.3 4 19.0 K='5.45 7.1 5 19.0 K= 5.45 7.1 6 19.0 K= 5.45 7.0 7 19.0 K= 5.45 7.0 .819.0 K= 5.45 7.1 9 19.0 K= 5.45 7.1 10 19.0 K= 5.45 7.3 11 19.0 - - - - 7^6 12 19.0 - - - - 7.9 13 19.0 - - - - B.0 13A 19.0 - - - - 8.5 14 1S.0 K= 5.45 7.6 15 19.0 K= 5.45 7.3 16 19.0 K= 5.45 7.1 17 19'0 K= 5.45 7.1 18 1S.0 K= 5.45 7'0 19 1s.0 K= 5.45 7.0 20 19.0 K= 5.45 7'1 21 19.0 K= 5.45 7.1 22 19.0 K= 5.45 7.3 23 1S'0 - - - - 7'6 24 19.0 - - - - 7.9 25 19.0 - - - - 9.1 25A 19.0 - - - - S.4 26 10'0 K= 5.40 8.9 27 19. 0 K= 5.40 B.6 28 1S.0 K= 5.40 8.5 29 19.0 K= 5.40 8.4 30 19.0 K= 5.40 8-4 31 19.0 K= ' 5.40 6.3 1050.5 GPM 500.0 GPM 0.0 GPM 550.5 GPM DISCHARGE (6PM) 15.0 14,7 14.6 14.5 14.5 14.5 14.5 14.6 14.7 15.0 14'7 14.6 14.5 14.5 14.5 14.5 14.6 14.7 16.1 15.9 15.7 15.7 15.6 15.6 =,'xImKWUN Ws.an NvUMHuO-w M 7ETLE: NA6ALIA MARKET, STORAGE AREA, for UNITED GROCERS. NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE ^ (FT) (PSI) (GPM) 32 19.0 K= 5.40 8.3 15.6 33 19.0 K=5.40 8.3 15.6 34 19.0 K= 5.40 8.4 15.6 35 19.0 - - - - 8.4 - - - 36 19.0 - - - - 8.5 - - - 37 19.0 - - - - 9.7 - - - 37A 19'0 - - - - 9'9 - - - 37B 19.0 - - - - 10.1 - - - 38 19.0 K= 5.40 9.5 16.7 39 19.0 K= 5.40 9.4 16.5 40 19.0 K= 5.40 9.2 16.4 41 19.0 K= 5.40 9.1 16.3 42 19.0 K= 5.40 9.0 16.2 43 19.0 K= 5.40 8.9 16.1 44 19.0 K= 5.40 8.9 16.1 45 19.0 K= 5.40 8.8 16.0 46 19.0 K= 5.40 8.7 16.0 47 19.0 - - - - 8.7 - - - 48 19.0 - - - - 8.7 - - - 66 16.7 - - - - 11.6 - - - 67 19.0 - - - - 10.4 - - - 68 19.0 - - - - 8.7 - - - 69 17.0 - - - - 9.4 - - - 70 16.7 - - - - 11.6 - - - 71 20.0 - - - - 9.7 - - - 72 20.0 - - - - 7.8 - - - 73 17.0 - - - - 9.4 - - - 74 16.7 - - - - 11.6 - - - 75 20.0 - - - - 9.7 - - - 76 20.0 - - - - 7.8 - - - 77 17.0 - - - - 9.4 - - - 78 16.7 - - - - 11.6 - - - 80 17.0 - - - - 9.4 - - - 82 16.7 - - - - 11.6 - - - 84 17.0 - - - - 9.5 - - - TOR 16.5 - - - - 11.8 - - - BOR 0.5 - - - - 18.9 - - - BF2 -3.0 - - - - 22.3 - - -- BF1 BFI -3.0 - - - - 29.3 - - - SRC -4.0 SOURCE 31.0 550.5 SFRINK.-ER SY5;=N HYMPuLIC ApQL!bQ.j .'age � jOB TITLE: MA8ALIA MARKET, STORAGE AREA, for UNITED GROCERS. PIPE ' DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS., END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 73.4 2.154 PL 10.16 PF 0.4 1 19.0 0.0 8.0 0.0 6.5 120 FTG ---- PE 0.0 2 19.0 5.4 7.6 15.0 0.043 TL 10.16 PV 0.3 Pipe: 2 58.4 2.154 PL 10.16 PF 0.3 2 19.0 5.4 7.6 15.0 5.1 120 FTG ---- PE 0.0 3 19.0 5.4 7.3 14.7 0.028 TL 10.16 PV 0.2 Pipe: 3 43.7 2.154 PL 10.16 PF 0.2 3 19.0 5.4 7.3 14.7 3.3. 120 FTG ---- PE 0.0 4 19.0 5.4 7.1 14.6 0.017 TL 10.16 PV 0.1 Pipe: 4 29.1 2.154 PL 10.16 PF 0.1 4 19.0 5.4 7^1 14.6 2.6 120 FTG ---- PE 0.0 5 19.0 5.4 7,1 14.5 0.008 TL 10.16 PV 0.0 Pipe: 5 14.7 2.154 PL 10.16 PF 0.0 5 19.0 5.4 7.1 14.5 1.3 120 FTG ---- PE 0.0 6 19.0 5.4 7.0 14.5 0.002 TL 10.16 PV 0.0 Pipe: 6 0.2 2.154 PL 10.16 PF 0.0 6 19.0 5.4 7.0 14.5 0.0 120 FTG ---- PE 0.0 7 19.0 5.4 7.0 14.5 0.000 TL 10.16 PV 0.0 Pipe: 7 -14.2 2.154 PL 10.16 PF 0.0 7 19.0 5.4 7.0 14.5 1.3 120 FTG ---- PE 0.0 8 19.0 5.4 7.1 14.5 0.002 TL 10.16 PV 0.0 Pipe: 8 -28.7 2.154 PL 10.16 PF 0.1 8 19.0 5.4 7.1 14.5 2.5 120 FTG ---- PE 0.0 9 19.0 5.4 7,1 14.6 0.008 TL 10.16 PV 0.0 Pipe: 9 -43.3 2.154 PL 10.16 PF 0.2 9 19.0 5.4 7.1 14.6 3.8 120 FTG ---- PE 0.0 10 19.0 5.4 7.3 14.7 0.016 TL 10.16 PV 0.1 Pipe: 10 -58.0 2.154 PL 10.16 PF 0.3 10 19.0 5.4 7.3 14.7 5.1 120 FTG ---- PE 0.0 11 19.0 0.0 7.6 0.0 0.028 TL 10.16 PV 0.2 Pipe: 11 -58.0 2.154 PL 10.16 PF 0.3 11 19.0 0.0 7.6 0.0 5.1 120 FTG ---- PE 0.0 12 19.0 0.0 7.9 0.0 0.028 TL 10.16 PV 0.2 Pipe: 12 -108.7 6.357 PL 6.08 PF 0.0 70 16.7 0.0 11.6 010 1.1 120 FTG ---- PE 0.0 74 16.7 0.0 11.6 0.0 0.000 TL 6.08 PV 0.0 Pipe: 13 73.5 2.154 PL 10.16 PF 0.4 13 19.0 0.0 8.0 0.0 6.5 120 FTG ---- PE 0.0 14 19.0 5.4 7.6 15.0 0.043 TL 10.16 PV 0.3 &rm-:^"cm 01z10,. ","Anc" to mvmu'ol%::� JOB TITLE: MA6ALIA MARKET, STORAGE AREA, for UNITED GROCERS. PIPE , DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14. 58.4 2.154 PL 10.16 PF 0.3 14 19.0 5.4 7.6 15.0 5.1 120 FTG ---- PE 0.0 15 19.0 5.4 7.3 14.7 0.028 TL 10.16 PV 0.2 Pipe: 15 43.7 2.154 PL 10.16 PF 0.2 15 19.0 5.4 7.3 14.7 3.8 120 FTG ---- PE 0.0 16 19.0 5.4 7.1 14.6 0.017 TL 10.16 PV 0.1 Pipei 16 29.2 2.154 PL 10.16 PF 0.1 16 19.0 5.4 7.1 14.6 2.6 120 FTG ---- PE 0.0 17 19.0 5.4 7.1 14.5 0.008 TL 10.16 PV 0.0 Pipe: 17 14.7 2.154 PL 10.16 PF 0.0 17 19.0 5.4 7.1 14.5 1.3 120 FTG ---- PE 0.0 18 19.0 5.4 7.0 14.5 0.002 TL 10.16 PV 0.0 Pipe: 18 0.2 2.154 PL 10.16 PF 0.0 18 19.0 5.4 7.0 14.5 0.0 120 FTG ---- PE 0.0 19 19.0 5.4 7.0 14.5 0.000 TL 10.16 PV 0.0 Pipe: 19 -14.2 2.154 PL 10.16 PF 0.0 19 19.0 5.4 7.0 14.5 1.3 120 FTG ---- PE 0.0 20 19.0 5.4 7.1 14.5 0.002 TL 10.16 PV 0.0 Pipe: 20 -28.7 2.154 PL 10.16 PF 0.1 20 19.0 5.4 7.1 14.5 2.5 120 FTG ---- PE 0.0 21 19.0 5.4 7.1 14.6 0.008 TL 10.16 PV 0.0 Pipe: 21 -43.3 2.154 PL 10.16 PF 0.2 21 19.0 5.4 7.1 14.6 3.8 120 FTG ---- PE 0.0 22 19.0 5.4 7.3 14.7 0.016 TL 10.16 PV 0.1 Pipe: 22 -58.0 2.154 PL 10.16 PF 0.3 22 19.0 5.4 7.3 14.7 5.1 120 FTG ---- PE 0.0 23 19.0 0.0 7.6 0.0 0.028 TL 10.16 PV 0.2 Pipe: 23 -58.0 2.154 PL 10.16 PF 0.3 23 19.0 0.0 7.6 0.0 5.1 120 FTG ---- PE 0.0 24 19.0 0.0 7.9 0.0 0.028 TL 10.16 PV 0.2 Pipe: 24 -22.7 4.260 PL 6.08 PF 0.0 73 17.0 0.0 9.4 0.0 0.5 120 FTG ---- PE 0.0 77 17.0 0.0 9.4 0.0 0.000 TL 6.08 PV 0.0 Pipe: 25 -182.2 6.357 PL 6.08 PF 0.0 74 16.7 0.0 11.6 0,0 1.8 120 FTG ---- PE 0.0 78 16.7 0.0 11.6 0.0 0.001 TL 6.08 PV 0.0 Pipe: 26 100.5 2.635 PL 10.16 PF 0.3 25 19.0 0.0 9.1 0.0 5.9 120 FTG ---- PE 0.0 26 19,0 5.4 8.9 16.1 0^029 TL 10.16 PV 0.2 =rN-NxL=A Q,Q.cn n/umnuU^0 rage o AS 71TLE: MA6ALIA MARKE7, STORAGE AREA, for UNITED GROCERS. PIPE ' DATA (cont'd) - PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSK Pipe: 27 84.4 2.635 PL 10.16. PF 0.2 26 19.0 5.4 8.9 16.1 5.0 120 FTG ---- PE 0.0 27 19.0 5.4 8.6 15.9 0.021 TL 10.16 PV 0.2 Pipe: 28 68.5 2.635 PL 10.16 PF 0.1 27 19.0 5.4 8.6 15.9 4.0 120 FTG ---- PE 0.0 28 19.0 5.4 8.5 15.7 0.014 TL 10.16 PV 0.1 Pipe: 29 52.8 2.635 PL 10.16 PF 0.1 28 19.0 5.4 8.5 15.7 3.1 120 FTG ---- PE 0.0 29 19.0 5.4 8.4 15.7 0.009 TL 10.16 PV 0.1 Pipe: 30 37.1 2.635 PL 10.16 PF 0.0 29 19.0 5.4 8.4 15.7 2.2 120 FTG ---- PE 0.0 30 19.0 5.4 8.4 15.6 0.005 TL 10.16 PV 0.0 Pipe: 31 21.5 2.635 PL 10.16 PF 0.0 30 19.0 5.4 8.4 15.6 1.3 120 FTG ---- PE 0.0 31 19.0 5.4 8.3 15.6 0.002 TL 10.16 PV 0.0 Pipe: 32 5.9 2.635 PL 10.16 PF 0.0 31 19.0 5.4 B.3 15.6 0.3 120 FTG ---- PE 0.0 32 19.0 5.4 8.3 15.6 0.000 TL 10.16 PV 0.0 Pipe: 33 -9.7 2.635 PL 10.16 PF 0.0 32 19.0 5.4 8.3 15.6 0.6 120 FTG ---- PE 0.0 33 19.0 5.4 8.3 15.6 0.000 TL 10.16 PV 0.0 Pipe: 34 -25.3 2.635 PL 10.16 PF 0.0 33 19.0 5.4 8.3 15.6 1.5 120 FTG ---- PE 0.0 34 19.0 5.4 8.4 15.6 0.002 TL 10.16 PV 0.0 Pipe: 35 -40.9 2.635 PL 10.16 PF 0.1 34 19.0 5.4 8.4 15.6 2.4 120 FTG ---- PE 0.0 35 19.0 0.0 8.4 0.0 0.006 TL 10.16 PV 0.0 Pipe: 36 -40.9 2.635 PL 10.16 PF 0.1 35 19.0 0.0 8.4 0.0 2.4 120 FTG ---- PE 0.0 36 19.0 0.0 8.5 0.0 0.006 TL 10.16 PV 0.0 Pipe: 37 -80.7 4.260 PL 6.08 PF 0.0 77 17.0 0.0 9.4 0.0 1.8 120 FTG ---- PE 0.0 80 17.0 0.0 9.4 0.0 0.002 TL 6.08 PV 0.0 Pipe: 38 -282.7 6.357 PL 6.08 PF 0.0 78 16.7 0.0 11.6 0,0 2.9 120 FTG ---- PE 0.0 82 16.7 0.0 11.6 0.0 0.003 TL 6.08 PV 0.1 Pipe: 38A 267.9 4.260 PL 10.16 PF 0.2 37B 19.0 0.0 10.1 0.0 6.0 120 FTG ---- PE 0.0 37A 19.0 ` 0.0 9.9 0,0 0.017 TL 10.16 PV 0.2 SPRINKLER SYSTEM nyDRAULIC gs � �OB 7ITLE: MA6ALlA MARKET, STORAGE AREA, for UNITED SROCERS. PIPE , DATA (cont'd) PIPE TAG Q(SPM) DIA(IN) LENGTH. PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (F7) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 39 - 267.9 4.260 PL 10.16 PF 0.2 37A 19.0 0.0 9.9 0.0 ' 6.0 120 FTG ---- PE 0.0 37 19.0 0.0 9.7 0.0 0.017 TL 10.16 PV 0.2 Pipe: 40 267.9 4.260 PL 10.16 PF 0.2 37 19.0 0.0 9.7 0.0 6.0 120 FTG ---- PE 0.0 38 19.0 5.4 9.5 16.7 0.017 TL 10.16 PV 0.2 Pipe: 41 251.2 4.260 PL 10.16 PF 0.2 38 19.0 5.4 9.5 16.7 5.7 120 FTG ---- PE 0.0 39 19.0 5.4 9.4 16.5 0.015 TL 10.16 PV 0.2 Pipe: 42 234.7 4.260 PL 10.16 PF 0.1 39 19.0 5.4 9.4 16.5 5.3 120 FTG ---- PE 0.0 40 19.0 5.4 9.2 16.4 0.0l3 TL 10.16 PV 0.2 Pipe: 43 218.2 4.260 PL 10.16 PF 0.1 40 19.0 5.4 9.2 16.4 4.9 120 FTG ---- PE 0.0 41 19.0 5.4 9.1 16.3 0.012 TL 10.16 PV 0.2 Pipe: 44 201.9 4.260 PL 10.16 PF 0.1 41 19.0 5.4 9.1 16.3 4.5 120 FTG ---- PE 0.0 42 19.0 5.4 9.0 16.2 0.010 TL 10.16 PV 6.1 Pipe: 45 185.7 4.260 PL 10.16 PF 0.1 42 19.0 5.4 9.0 16.2 4.2 120 FTG ---- PE 0.0 43 19.0 5.4 8.9 16.1 0.009 TL 10.16 PV 0.1 Pipe: 46 169.6 4.26O PL 10.16 PF 0.1 43 19.0 5.4 8.9 16.1 3.8 120 FTG ---- PE 0.0 44 19.0 5.4 8.9 16.1 0.007 TL 10.16 PV 0.1 Pipe: 47 153.5 4.260 PL 10.16 PF 0.1 44 19.0 5.4 8.9 16.1 3.5 120 FTG ---- PE 0.0 45 19.0 5.4 8.8 16.0 0.006 TL 10.16 PV 0.1 Pipe: 48 137.5 4.260 PL 10.16 PF 0.1 45 19.0 5.4 8.8 16.0 3.1 120 FTG ---- PE 0.0 46 19.0 5.4 8.7 16.0 0.005 TL 10.16 PV 0.1 Pipe: 49 121.5 4.260 PL 10.16 PF 0.0 46 19.0 5.4 8.7 16.0 2.7 120 FTG ---- PE 0.0 47 19.0 0.0 8.7 0.0 0.004 TL 10.16 PV 0.1 Pipe: 50 121.5 4.260 PL 10.16 PF 0.0 47 19.0 0.0 8.7 0.0 2.7 120 FTG ---- PE 0.0 48 19.0 0.0 8.7 0.0 0.004 TL 10.16 PV 0.1 Pipe: 51 -121.5 4.260 PL 6.08 PF 0.0 80 17.0 0.0 9.4 0.0 2.7 120 FTG ---- PE 0.0 84 17.0 0.0 9.5 0.0 0.004 TL 6.08 PV 0.1 � "OB TITLE: MA8ALIA MARKE7, STORAGE AREA, for UNITED GROCERS. _ PIPE DATA (cont'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 52 -550.5 6.357 PL 1.08 PF 0.1 82 16.7 0.0 11.6 0.0 5.6 120 FTG L PE 0.1 TOR 16.5 0.0 11.8 0.0 0.009 TL 6.08 PV 0.2 Pipe: ASR -550.5 6.357 PL 16.00 PF 0.2 TOR 16.5 0.0 11.8 0.0 5.6 120 FTG B PE 6.9 BOR 0.5 0.0 18.9 0.0 0.009 TL 26.00 PV 0.2 Pipe: 54 -550.5 6.080 PL 200.00 PF 1.8 BOR 0.5 0.0 18.9 0.0 6.1 150 FTG 3L PE 1.5 BF2 -3,0 0.0 22.3 0.0 0.008 A 242.00 PV 0.2 Pipe: 55 FIXED PRESSURE LOSS DEVICE BF1 A.0 0.0 29.3 0.0 7.0 psi, 550.5 gpm BF2 -3.0 0.0 22.3 0.0 ' Pipe: 56 -550.5 6.080 PL 65.00 PF 1.2 BFI -3.0 0.0 29.3 0.0 6.1 150 FTG 2TG PE 0.4 SRC -4.0 SRCE 31.0 (N/A) 0.008 TL 160.00 PV 0.2 Pipe: 57R 73.4 2.154 PL 1.00 PF 0.5 70 16.7 0.0 11.6 0.0 6.5 120 FTG T PE 1.4 71 20.0 0.0 9.7 0.0 0.043 TL 11.00 PV 0.3 Pipe: 58 73.4 2.154 PL 27.83 PF I.E. 71 20.0 0.0 9.7 0.0 6.5 120 FTG T PE 0.4 1A 19.0 0.0 8.5 0.0 0.043 TL 37.83 PV 0.3 Pipe: 58A 73.4 2.154 PL 10.16 PF 0.4 1A 19.0 0.0 8.5 0.0 6.5 120 FTG ---- PE 0.0 1 19.0 0.0 8.0 0.0 0.043 TL 10.16 PV 0.3 Pipe: 59 -58.0 2.154 PL 3.50 PF 0.4 12 19.0 0.0 7.9 0.0 5.1 120 FTG T PE 0.4 72 20.0 0.0 7.8 0,0 0.028 TL 13.50 PV 0.2 Pipe: 60R -58.0 2.154 PL 1.00 PF 0.3 72 20.0 0.0 7.8 0.0 5.1 120 FTG T PE 1.3 73 17.0 0.0 9.4 0.0 0.028 TL 11.00 PV 0.2 Pipe: 61R 73.5 2.154 PL 1.00 PF 0.5 74 16.7 0.0 11.6 0.0 6.5 120 FTG T PE 1.4 75 20.0 0.0 9.7 0.0 0.043 TL 11.00 PV 0.3 Pipe: 62 73.5 2.154 PL 27.83 PF 1.6 75 20.0 0.0 9.7 NO 6.5 120 FTG T PE 0.4 13A 19.0 0.0 8.5 0.0 0.043 TL 37.83 PV 0.3 Pipe: 62A 73.5 2.154 PL 10.16 PF 0.4 13A 19.0 0.0 8.5 0.0 6.5 120 FTG ---- PE 0.0 13 19.0 0.0 8.0 0.0 0.043 TL 10.16 -PV 0.3 JOB TITLE: MAGALIA MARKET, STORAGE AREA, for UNITED GROCER6., PIPE DATA (cont'd) , PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. RT DISC. VEL(FPS) HW(C) (F7) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 63 -58.0 2.154 PL 3.50 PF 0.4 24 19.0 0.0 7,9 0.0 5.1 120 FTG T PE 0.4 76 20.0 0.0 7.8 0.0 0.028 TL 13.50 PV 0.2 Pipe:, 64R -58.0 2.154 PL 1.00 PF 0.3 76 20.0 0.0 7.8 0.0 5.1 120 FTG T PE 1.3 77 17.0 0.0 9.4 0.0 0.028 TL 11.00 PV 0.2 Pipe: 65 267.9 4.260 PL 17.66 PF 0.6 82 16.7 0.0 11.6 0.0 6.0 120 FTG T PE 1.0 37B 19.0 0.0` 10.1 0.0 0.017 TL 32.66 PV 0.2 Pipe: 66 100.5 2.635 PL 27.83 PF 1.2 78 16.7 0.0 11.6 0.0 5.9 120 FTG T PE 1.0 25A 19.0 0.0 9.4 0.0 0.029 TL 39.83 PV 0.2 Pipe: 66A 100.5 2.635 PL WAS PF 0.3 25A 19.0 0.0 9.4 0.0 5.9 120 FTG ---- PE 0.0 25 19.0 0.0 9.1 0.0 0.029 TL 10.16 PV 0.2 Pipe: 67 -40.9 2.635 PL 3.50 PF 0.1 36 19.0 0.0 8.5 0.0 2.4 120 FTG T PE 0.9 80 17.0 0.0 9.4 0.0 0.006 TL 15.50 PV 0.0 Pipe: 68 121.5 4.260 PL 3.50 PF 0.1 48 19.0 0.0 8.7 0.0 2.7 120 FTG T PE 0.9 84 17.0 0.0 9.5 0.0 0.004 TL 18.50 PV 0.1 Pipe: 69 -35.3 4.260 PL 23.83 PF 0.0 66 16.7 0.0 11.6 0.0 0.8 120 FTG 2L PE 0.0 70 16.7 0.0 11.6 0.0 0.000 TL 33.83 PV 0.0 Pipe: 70R 35.3 2.154 PL 2.50 PF 0.1 66 16.7 0.0 11.6 0.0 3.1 120 FTG T PE 1.0 67 19.0 0.0 10.4 0.0 0.011 TL 12.50 PV 0.1 Pipe: 71 35.3 2.154 PL 136.25 PF 1.7 67 19.0 0.0 10.4 0.0 3.1 120 FTG 2T PE 0.0 68 19.0 0.0 8.7 0.0 0.011 TL 156.25 PV 0.1 Pipe: 72R 35.3 2.154 PL 2.00 PF 0.1 68 19.0 0.0 8.7 0.0 3.1 120 FTG T PE 0.9 69 17.0 0.0 9.4 0.0 0.011 TL 12.00 PV 0.1 Pipe: 73 35.3 4.260 PL 6.83 PF 0.0 69 17.0 0.0 9.4 0.0 0.8 120 FTG ---- PE 0.0 73 17.0 0.0 9.4 0.0 0.000 TL 6.83 PV 0.0 TITLE; M;, ;. r MARKET, STORAGE _Rhi_L r-;:'.L'H, for it I_i; •;iT- is GROCERS. `TES. (1 ) Calculations were rEr fo rmed by the HASS 5.5.0 computer program* i i 1 i (2) The system has been balanced to provide an average imbalance at each node i �t 0.008 gpm and a maximum imbalance at any ggde of 0.276 gpm.. . (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity in any pipe is 6.5 ft/sec. (4) PIPE FITTINGS TADLE Pipe Table•' [lame: STANDARD.PIF PAGE: C MATERIAL: XL HWO: 120 Diameter Equivalent Fitting Lengths in Peet (in) E T L i_ P. G A r. Ell Tee LngEll Chk:Vlv BfyVly GatVly Al mChk: DPVly 2.154 5.00 10.00 3.00 1 1.00 6.001100 1:t;_i - l�-. 00 PANE: E MATERIAL: PVC150 HWW 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L i_ El r_ -i Ell Tei LngEll Ct-kVly BfyVly GatViv 6.060 21.00 4 .00 14.00 48.00 15.00 5.00 IFYINK_Ek SYG!LM HjUKAUL1W ANAL|SIS `jOB TITLE: MAGALlA MARKET, STORAGE AREA, �or UN17ED GROCERS . ^ WATER � SUPPLY CURVE 180+ | | | 165+ | | 15O+ | | | 135+ * \ |\ P120+ \ R | \ E � \ S | \ S105+ \ U | \ R } \ E } \ 90+ \ ( � \ P | \ S � \ I 75+ \ ) | | \ \ | 60+ \ * <-60.0 psi @ 978 gpm | | Flow Test Point } O 45+ | | |============================== 30+ LEGEND X " " | | X = Required Water Supply " � 30.95 psi @ 1050.5 gpm " 15+ " | 0 = Available Water Supply " | ( 50.09 psi @ 1050.5 gpm " " 0++-+ --- +---- +----- +------ +--------+--------+ ' --------- +------------ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) MEMO TO FIELD INSPECTOR Permit # 43 - 3 $2 A. P. No. 066 330 -016 To: Field Inspector: 90 7;-4-Y1,oR,- '73_ zG6� 93 Date s �g Applicant: &(Vl ore -V From: J.R. Henry, Plan Check Engineer Subject: (.t�tllTE1, CA4a c s 777c; als IIIx6r FGl L C l -OU 725D �2 , W I VII N !V OF John R. HQ!} y CM IS ��T/,4L L Y 'cEGLS Da/GY 1fE/Nfo.9CEZ) , T� x'128 cis � lea �lgc 3go3 �1-�sGvSU, s7ffT/oiv /� :N HR. S7�FF/�/G f3G1T FD. 17lS�ftTCJ{ c�E%2 cc) OK s�d2U�c�- s7m��� 24 Nis. Sa tte Count - _ ,Y;,• LAND OF NATURAL WEA -LTH 'AND-. BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538.2140 -Benner-Stange Associates 1O.Northwest Tenth Avenue DATE: March 29, 1993 Suite 300 Portland, Oregon 97209 RE: U. G., Inc. Dear Sirs: A.P.: 066-330-016 B.P.# 93-382 With reference to the above subject, attached is: QCXX] Plan check list [ ] Red marked calculations SOMME Red marked plans D Other: APR 0 2 1993 BENNER STANGE ASSOCIATES ACTION REQUIRED: RXX] Comply with plan check list kXX] Resubmit plans with revisions as required Resubmit calculations with revisions as•required. AA Remarks: i� Vis• If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. K4•..cc: VIK Construction Very truly yours, u' John . Henry J Plan Check Engineer a : 03/29/93 '17:54 a 916`873 3365 VIK CONST RSH F.03. Pe rmi t Applicant: United Grocers Permit No. '93-382 . A. P. No. 066-330416 Dat March 29, 1993 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: 1. The mezzanine stairw ly with U.B.C. Section 3306 with regards to rise, run, and an rail heigh The stairway is not Considered private. 5;T14C /NCo>Z(ZE'C. 29 The intermediate railing at side. of loading dock must comply with .B.0 Section 1712. The open s*pace. cnnot exceed 12 inchestl . %p -t /wcon�Y Hca �3u�-t' o ,i. Office floor design must include 2,000 lb. concentrated load per U.B.C. Section 23O4(e). an snow G Na T V vA1 4 Truss joist corporation must provide engineering and shop drawings for roof trusses including design for support of mechanical units. S Freezer box. -manufacturer must submit plans and specifications that -demon- strate compliance with U.B.C. Section 1713 as'required. i/ r'_�Note A325 high strength bolts required at detail 12/S4. The special inspector must be approved by Butte County prior to.permit issuance per U.B.C. Section 306(b). Po7-/.FY US /N G✓%'L/T/ii/�a'. ,/"$ Provide a note on the .plan stating whether structural observation is. required _ per U.B.C. Section 3O2(b) and 307. 9. Provide calculations for anchorage of masonry walls to.roof'.diaphragm for out -of -.plane forces per U.B.C. Section 2310. ✓ `/ Note lintel reinforcing.and brace spacing as shown on sheet W7 of calculs tions. >41 Welded.reinforci.ng must be_ASIN A7O6 or mill certificates will be required showing carbon equivalent.. 12.. Provide calculations for anchorage of ledger to masonry wall for roof dia- . phragm shear.��, r/ Clarify use of 3/4" plywood roof diaphragm to suppor 1S1 plf hear using 10d @ 411, 6", 12" nailing. >4 Provide supporting documentation for ?-nails and 13 gauge staples to support roof shear. 0M 27Z Imo. Provide reference key for section 9/All on plan. Roof slope must be I inch per U.B.C. Section 3207. Clarify T.O.S. elevation At grid.. Point S, D. Reed vex MAR 2 01993 Magalia Market Magalia, CA Architect: Benner Stange Architects Structural Engineer: James G. Pierson, Inc. 31 March 1993 Response to the following items as requested: Item 3 Calculation for the 2000 lb concentrated load has been provided - see sheet MSA. Plan sheet S1 has been corrected for the discrepancy of the footing call -out at column C4.✓ Item 6 Added note to detail 12/S4 that 7/8" dia. bolt is A325. Item 8 Added note to General Structural Notes on plan sheet S1 at bottom. 7 Item 9 Calculation provided to show anchorage for out -of -plane forces, see calculation sheet L4A. Item 10 Added note call -outs, as shown on calculation sheet W7, to detail 11/S4. Item 11 Added to "WELDED REBAR:" note the following: "Bar to conform to ASTM A706." Item 12 Calculation provided to show anchorage of ledger to masonry wall for roof diaphragm, see calculation sheet L4A. Item 13 Note on sheet S2, 3/4" PLYWOOD DIAPHRAGM, has been revised to clarify the use of 3/4" PLYWOOD. Item 14 Documentation has been included for the P -nails and 13 gage staples. Items in question have been circled. Page 10 of 27 TABLE NO W -ALLOWABLE SHEAR FOR MMD OR SEISMIC FORCES M POLMDS PER FOOT FOR NORRONTAL PLYWOOD DIAPHRAGMS .• a Report No. NER-272 MAL1wCYrfwf�lR . ab sit'll � a1061� ISN alIrO7M 01 M61LId'JI I�w w WOIM omor O. iR111.10 In aeaiq &LOCKED DMP"rACWM UNOIOCKED OIaI.IwAo. 6o.v w� .wiwaCrrr I.r.q... ksawa.r IC il3aM wr trosrr.o....r 1�wrr �`b ISwl.rw. Yaw r Crrawr - 11 YON farpl/rtrr / $ all a aaY ! rlaai/� rOarr I.nr ralM a a a 7 PLrW0009PM06-gy"t$CVu 310011CT SUMM DM+•)a-+SAIIOwIY aMC)MD011EO0IMRa Ca40mw TIICROBY Bd Camnlon - 9d Stns Com. 2 2 3 27'0 300 l60 400 330 600 600 675 2W 263 180 200 8d R' Shank Nail 9d SKr- Shank Nail 131 RNail ND. 13 Ga. Supic 1 N IOd Bac 2 2 3 235 265 315 355 470 570 530 600 210 235 153 . 175 .128 RNail - N0-14 Ga. Supie JY: 10d CoDla, IA 2 3 215 240 290 320 421 475 475 340 190 210 145 160 A VS RNail 6d Common 6d Ring Shank Nail . ' 2 3 185 210 250 28D 37s 420 42D 473 163 185 12S 140 6d Sae. Shank Nail 84 Bas .113 P -Nail NO. Is Ga. Supt 1 N 6d Boa .097 RNail IN 2 3 160 180 215 240 315 360 360 AM 145 173 110 120 N3. MGa. SWIG Iv: IOd C0®0an 106 Slur Cam.- . . 2% 2 - 3 290 323 385 430 $733 650 653+ 733 233 290 190 215 IOd Shank Nail M Sac.5luolc Nail .148 RNail No- 12 G. Suple 1% 'Sb.e Oreswbatmaad b.:dwearb4leier�are4am473pasawvwlb.i•r.fps favi10 w.baa�blbws 1):dt.aarb nab alar aw.aabr. far' Mw= wbm 7y.adID-d..k lwTbrmwa/.6Uad. •o.Add .a.4ar ih- wlnrm.irtlaraarp —.pb..M9bbM. 1. l caair ra r fwhk uwwweabd.L 'sw Welt Ila I b r.allr.d pras�ue �.y..ra: 'r+�.k+e.e b. ],.a .wr w .;D. r.:b ar a r.rrr.bw..b w via ] raw a )v, rae� �c r.bw rI l: HA:w w r,.r.I k.a.r rarwia:r Orr d rrm wa lin r+. w apwd 3 �a a w -a 'I1..ba1..d wYr w b Iowa traiad YDaawa Arad wflwab.M /YlrpoW D id.► Te draaialhaaOo.YYva4 trQmga m a.d N ap.d..�abrb is as wovrl4.•a+dob tM eabr.obMbrl b rY OD W d. by*. t0b0d.4 ft.— 41m. 113- M IV -AS. 'shm"' arl haw. ®a..M ,db f n.4%QD. . 'iba+w•ftdPea..iaa w b la—iwrl.d MGwWI w Hap— Iraaiad" bei®dr 13Swwwea brG w10r Nd�(WG.WFV Spa - plum s- mbiama, pa-plums-7kbl.Nb IV h.A dd"w — V Z Report No. NER-272 TABLE NQ VY -.ALLOWABLE SHEAR FOR NAND OR SEISMIC FORCES M POUNDS PER FOOT FOR HORMONTAL PLYWOOD DIAPHRAGMS +. Pegs 11 of 2i . IIAI O1a1ST.Ka (w Y�y on RAKi` UW twr IFIr-1M OF rAJl�61 ROI/It® n�r MMM d MAwO Mi MEM ISI etOCtED OWIMAOa. 1kslOC[[D DaAII.IaCaI rr Kla.rrr r DwPI+raT dww.wr IY C..r\ rw Ca1.r� ra.r ca9r rr.Mr r Ia.e IC 1154 a) Ira1Y s- tart. r b14 Nwoa.ew+w r llrlta�Y l:db.. A' Y 0- r a a q a t 2M Y WK r Oar /r.r [4r 3 1 3 3 7 I11.0oD O -CE - 70KICMIAL PaODw.T.LbA1D L eC. CD Aw OTMl11 a1MOn Cp0® w M I -fa-- MI TI-00Efi IOd C -- 2V. 2 3 320 360 423 480 64W 720 7301 820 285 320 213 240 10d Soon Com. IQt Rm8 Shank Nail 100 Scre. Shank Nail .148 P -Nil Ic ' - IV. No. 13 Ga. Suplc 1% 2 3 315 350 415 370 625+ 703 715+ 800 280 313 210 235 8d Cammoe 2% 2 3 270 300 360 400 330 600 60D 675 240 - 263 I80 - 2017 Rd Shan Can- 8d Ri.a Shank Nail 8d Stn+• Shank Nail D RN.il IOd Baa 2% � 2 - 7 260 290 340 380 SIO 373 385 633 230 - 233 170 190 .Iffi RNail No.14 Ga. 5uple IN lod CoDier .1205 P -Nail 2 2 3 233 265 310 330 470 1 330 333 a* 210 233 160 175 66 c—Dn lit 2 3 183 210 250 280 373 420 - 420 475 165 183 123 IW bd Rung Shank Nail 6d S.- Shank Nail 8d Boa .113 RNail t3 Ga. StaPb IM I Qd Byi I V. 2 3 -jNo. 160 180 2Is 740 � 313 360 360 405 143 ISS Ito 120 .097 RNail No. 16 Ga. Supt IK Rber ..►I. w b a►w+.ar m dwr..awaaeb4rtaa or.o as r� �rc:_.ow.�.. �....v....�....�. � .. ��.�..� wda alar rewtiw 6wM wrwa 'M,--,&qIu.a.:Nd.wwrr�ar.ifrTrii...arar.:r.wrrr r.s6.la.il.a.aNaa,tw.rdlrh�.raa�ol++a.r 7kbr N.. 1. 'C..rwd.rrwb7+.irwerbr.i 'Sae Tabb N..I b..P.d prwia-d.rr. 4—am . +ir. �abwe.3.s.a��.Orr.r.rrba.ear.r.rrw�.u+l:eaQa3ro�:r.r.r+.t.I4asarraiwwnr.��ar. 6w•7dadr IM rdr wa�l]d.aas. 'fl. tabwlyd.ai. w trla.we irba&Ld b Oaawl iklalnk wll.Oan Pr..(haaq Q apadalf. T0dol.alba.tlwYlreaV.trfO>ap m and (V s.dw r als. : r Aivwdli. a KkIP17 dr Sara nlada.d b dM 0 u W d. by do 106mft teat Mm1 M -m. fv-AL '.wk. Mad a—. e•iar—.dbd %.ief QD. . Rk. wbal.r Poo w b fawe�d:G.71 wD trot Iaaar�.MabYl►.sd b 13dsa 6wGmwiX r I4Aaa-ms 6wcq N Tor NIRL• Sm 1r4. M. IV b Response to the Plan Check Review dated 3-29-93 on the New Grocery Store for United Grocers in Magalia, California. BSA Project No. 92189 Butte County Permit No. 93-382 A.P. No. 066-330-016 April 8, 1993 Item No. 1: These stairs have been reworked to provide for a maximum riser height of, no greater than 7" and a tread depth of no greater than 11". Refer to Sheet A4 for the revised stair plans and stair section. _ H.'f-',Vvl�1C ��Iawr 57 -/CC llve-e Z%Zetcr' Item -No-'2: The railing along the loading dock will be modified to conform with U.B.C. Section 1712. Refer it Item No. 3: Refer to the attached sheets from James G. Pierson, Inc. dated April 5, 1993 for information addressing this item. . No. 4: The General Contractor will comply with this requirement as soon as the information and documentation becomes available. Item No. United Grocers will comply with this requirement as soon as the information and documentation become available. Item No. 6: Refer to the attached sheets from James G. Pierson, Inc. dated March 31, 1993, for information. Item No. 7: The General Contractor and United Grocers will comply with this requirement. A47ncY IAI w121T1NG Plan Check Review Response For Magalia, United Grocers Butte County Permit No. 93-382 April 8, 1993 Page 2 Items No's. 8 Through 14: Refer to the attached sheets from James G. Pierson, Inc. dated March 31, 1993, for information. Item No. 15: Refer to sheet A3 for location of the detail 9/A 11. Item No. 16: Refer to the attached Partial Roof Plan for clarification of the roof slopes. This point at Grid 5/1) was a typographical error. ' The correct number is 20'-2" in lieu of 21'- 711 . This concludes this Plan Check Review Response. Should any other comments arise notify the Owner, Contractor, or Architect to prevent any delays. MAR93.49/jap Benner Stange Assiciates 10 Northwest Tenth Avenue, Ste. #300 Portland, OR 97209 Dear Sirs: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: 19161 538-7541 FAX: 19161 538-2140 DATE: April 16, 1993 RE: United Grocers Building A.P: 066-330-016' B.P.# 93-382 With reference to the above subject, attached -is: [IXX] Plan check list [ ]. Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [XXX] Comply with plan check list kXX] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: VIK Construction Very truly yours, John R: Henry Plan Check Engineer �'✓ Permit Applicant: United Grocers Permit No. 93-382 A. P. No. 066-330-016 Date : �16, The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and calculations as follows: 1. Plans must be stamped and signed by engineer or architect per California Business and Professions Code Section 6735. —2. The handrail height as shown on 11/A4 does not comply with U.B.C. Section 3306(i). Revise and resubmit pians. —3:. Provide a revised sheet A7 showing spacing requirement at guard rail per U.B.C. Section 1712. "4,., U.B.C. Section 2304(c) requires the concentrated load of 2,000 lbs be placed on area 2.5 feet square. (Joists are adequate, no response required.) 5. Freezer box manufacturer must submit plans and specifications that demon-. strate compliance with U.B.C: Section 1713 as required. 6. Truss joist corporation must provide engineering and shop drawings for. roof trusses including design for support of mechanical units. 7. Contact Butte County Land Development Division regarding improvement plan corrections required. 8. Contact Butte County Planning Division regarding use permit requirements for pylon sign located within the street setback as well as approval of parking plan. M■NN■ ■■t■t S■■P4 V\t■t t■■l Jt■■ ii�E=Y%IBM ■■► t 1■■ 9- A . 'a \.adLAELAh-M Materials Engineering File No. 93136 Testing and Inspection 15 April, 1993 Certification 5050 95926 ky,o) 891-6625 Butte County -Building Department 7 County Center Drive Oroville, CA 95965 Attn: Mr'. John henry Gentlemen: couxV. Of Woo p VR i 61993 We have been advised by United Grocers representative Jim Purvis that our firm will be engaged to perform all material testing and special inspection services required for the new construction of` their Magalia store. 7Ver tru y( r , APPLIE 'T S IN CONSULTANTS, INC. i f Robert M. Thacker Senior Engineering Technician 42 s ?-b tG kms{ 1 �t i t1A) i p e �Q Yrn 12.ecQ J c,t J C� BENNER STANGE ASSOCIATES ARCHITECTS, P.C. FRANK M. SCHMIDT 10 NORTHWEST ARCHITECT TENTH AVENUE SUITE 300 PORTLAND OREGON 97209 503 228-0666 FAX 228-3821 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. oil JEFFREY A. 10 NORTHWEST BENNER TENTH AVENUE SUITE 300 PORTLAND OREGON 97209 503 228-0666 FAX 228-3821 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. ROGER W. 10 NORTHWEST STANGE TENTH AVENUE SUITE 300 PORTLAND OREGON 97209 503 228-0666 FAX 228-3821 November 5, e1992 Mr. J=im Ganders Butte` County Building Department 7 County Center Oroville, CA 95965 VIA: Mail RE: United Grocers/Magalia Magalia, CA Project No. 92189 Dear Jim: BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 10 NORTHWEST TENTH AVENUE - SUITE 300 PORTLAND OREGON 97209 As per our conversation of today, find enclosed, for your review one (1) copy of the Proposed Fixture Plan dated September 18, 1991 and one (1) copy of the Preliminary Site Plan dated November 21, 1991 for the project referred to above. I will be contacting you within the next couple of days to discuss the overall project. Thank your for discussing this project with me and feel free to contact me should any immediate questions or concerns arise. Sincerely, -41 Frank M. Schmidt FMS:nov92.13 cc: Rick Benzel, United Grocers COU DI N BUTTE N 0 V 0 9 1992 503 228-0666 FAX 228.3821 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 May 19, 1993 Jerry W. Estoup c/o James G. Peirson, Inc. Consulting Structural Engineers 408 S.W. Second Avenue Portland, OR 97204 3 Subject: United Grocers, Magalia Dear Mr. Estoup: In the interest of expediency and convenience to your firm, we are accepting FAX engineering details which show plan revisions. These details are allowed for immediate field use, but are not suitable as a permanent document. We expect to receive stamped and signed original details by mail as soon as is practical. In addition, a revised plan check fee of $20 is charged for each revision prior to review. The ordinary turn around time is three to five days to process a revision. Sincerely, J hn R. Henry c ngineer cc: Frank M. Schmidt Benner Stange Associates Darrell Wilson, Vick Construction 'r 0 Az U l f 0 47- r Western Wood Structures, Inc. 20615 SW 105th P.O. Box 130 Tualatin, Oregon 91062 ,JC) I E3 -P- CA L CU L A7- I a S3 CD IBUTT DULDM DEPARTMENit APPROVED :p MAGALIA MARKET MAGALIA, CALIFORNIA JOB NO.: 931039 Ivit k4,�-OF CAV\�-V Ex P. 1>a7'E 3.31.91 4•z3.93, The attached calculations (21 sheets) show the span and loading conditions and joist selection for the above referenced project. The engineers stamp is„to confirm that these joists are designed in accordance with published joist:manufacturer's specifications. If the loads, spans, or spacings are incorrect or incomplete, notify Western Wood Structures, Inc. immediately. Neither engineer nor.Western Wood Stuctures, Inc.'can_ be responsible for the design or manufacture of these joists if altered or -used in any other manner not. shown..specifically on these calculations, nor are TY. they responsible for any other portion'' f the supporting structure: . °NxLw-iwn.1_ *o:g�T X03 -O' J I, .:--A" 7L C:s ._1 o_g F1 -A_- F1 _Jl__ 1EE� (a C3 C3 PI !01+.11 -1 J_ �s E:0 M 1 61L'6£ 1-1 610001 I 1 61L'6£ i-5 8I00011 I Z 6IL'6£ 1-1 91000'1 Z I Iit'I£ 1-1 9100011 1 1 6IL'62 S -S 81000'1 I 1 IL01IF 1-1 9100011 1 I 611'6 1-1 610001 I ZI E C K 5-S 610001 ZI 1 61L'62 1-1 61000'T I — I 11111E 1-1 9100011 I 1 61L12 S-5 81000'1 I I I0'12 1-1 9I0001I 1 Z 6T1'6E 1-1 910001 Z I 61L'6E l -S 810001 I I 61L'6E 1-1 6T0001 I ldlel H19N31 S310H 'V9 -'OIG SOWN MOI H19N31 S310H 'H9-'HIa NOUN Mal H19N31 S310H 'V9-'bla 88WN K 'ZT =610001 LZ'2Z =91000'1 86'6Z =810001 ZL'91 =610001 ISIOf/0038 39111 'IJ AMR HZ = HId3a OZEN Z8 3dAI 1311VUH 6660-£64 --------------------------------------------------------------=----------------------------------------------- 9'8 Ai 0'6 -L2 0'8 -SE 071 -EE 0'6 -IE 0'8 -8Z 0'ZI-9Z 01 -2Z CO -0Z 0'ZI-LI 01 -91 0'8 -ZI 071-6 0'6 -L 0'8 -6 L'11 -Z 6'E -1 =3O 1'6 =62 9'0 -62 91 -L£ 9'O -SE 9'0 -2E 91 -0E 9'8 -LZ 9'0 -SZ 9'6 -ZZ 9'8 -61 9'0 -LI 9'6 -61 9'8 -II 9'0 -6 9'6 -9 9'8 -E Co -Z 0'6 -0 =9I 'NI 09'8 '11 8E = H19N31 08GH3 327- MOZ NSU PZ -I 6,038 I OJGH9 WIG 9E'9I = GN3 iH918 Wig 'NI 09'0 '1J 92 =NId Gl NId 1+9'91 = aN3 IJ31 Wig 2002'OZ eZ 0 OCH ell 0000'OZ eZ Sl3Ndd WIG 'NI '0 = 31d1d 830NH9 'NI = 83903 l6 -SO -16 = Wig N83iAd 11I8a 19 -SL -19 = del NN311dd 11I8a -SZ9'0=1 ALE'0=S SNId 'N1 09'8 '13 8£ = NddS NIV14 '983 01 '989 'ZI80H Wig - SNId IH 9NI90I89 Je SHOd Z MC OZ CZ 0000'ZE EZi 0000'OZ 1Z Sl3NVd del 00'6 = GN3 A918 deI 'NI 09'8 'IJ 82 = NId 01 NId O9'1 = 03 IJ31 dei 'NI OI'6 'IJ 62 = H19N31 allOHO 3E'Z-IOSOZ NSW 6XZ-I 0,03N I UNGH9 del t0 -LD i0 1H9I8 del 319NU (0 -1 ) IV 1331 dei 319NV SNGIId3G1 9NINU38 A88HG IE'ZE = HId3a OZi.'M Z8 3dAi 1311UHUd 6660 -E6 -t ---------------------------7---------------------------------------------------------------------------------- 1 LILT 1 IZI£ l HOP l /6092- /06IZ- /SITZ- /969I- \ / \ / \ / \ L66Z 16062 \96TZ \6211 1 / 8 9021- 1 OLLZ- 1 8906- 1 1989- 1 -------------------------------------------------------------------------------------------------------------- 9999 S 916L 5 HOO S LIM S OL96 9 096 5 6906 S 6ZIO S 9989 1 SSZS 1 9912 1 BZLI l /L22I- /616- 19I9- /SSZ- i691 /M AM /10 1 1LSLI /IOZ7 /6662 1800E / \ / \ / \ / \ l 1 i \ / \ / \ / \ / \ / ! / \ 9121 \9101 \599 \96Z \69- \586- \866- \Z921- MLI- \ISZZ- \EZZZ- \E99c'- \ ZLZL- S 2928- 9 61T6- S 6656- S 8£96- S S6£6- S K98- S EEL- 1 6609- 1 9E6- 1 HE- l 626i- G 'a! 9'OL9Z = MIN '91 6'689Z = IJ31 SNGIAM -------------------------------------------------------------------------------------------------------------- M00'6 LIM '8 91COL'9 91e08'ry 61C06'Z = 'GN 13Ndd dGi IV JSd 8 e00'ES L e00'2S = H38NAN NId iiia IH 'Sal L 000'98 6 e00'Hl = 839M NId del !H 'Sal SGNeI g8lX3 -------------------------------------------------------------------------------------------------------------- NGISS38dWeG=9 /1 = 'NI = 83803 t'13 'NI1 0'62 = 1J 016E X 9038 1 1 NGISN31=1 2O6 11=91'1 = '1330 'I'I 8 81'1=1N918 ST'1=IJ31 8 M86 'HSVM 'SIIHH3H9 '03 NGSNIXNNH=L MUMS '989 JJG SNId J9 ('NI)ISIG XVM1 ME dGHSI9 001 NId e 'WGW +3=9 Wig 6 NId e S 108ING3 X01'001 8 IJP NI 005Z'0 a3dOlS 98GH3 'Wig 8 'd8G3 1S3MH ON 1SIGI' O3M NId a 'UON +I=S WA 8 NId C S 10EN03 XO0'001 8 8► ld 'SJW 13NVd a NOW +j=6 -NV Me138 NMeHS SGdei 081X3 - 8e + # 'G'8'3'I = 3603 '9518 - A08 HIT 8 13N0d C NOW +l=£ Jld 00'0ZI = Ova! IV GI 8 SNOIII9NG7 9NI8d39 del 01 dGI 8 I8/1183M 'dWe,i=Z JSd 00'9 = 'al HOH9 Uig i H'H = Hld3a 8 AM9 93M NOISN31=I JSd 00'06 = 'G1 GNOH3 801 8 'NI 09.8 '13 8E = NddS 1a1NGZINOH t :3Wh!N Get' SION1N0.3 'NI 00'7£ = MIMS '9'0 8 87CM Z8 3dAl 1311H8dd t 6660-25-6 'aN 802 81=1 SI=S 06 =g O6 =1 9T`Z=J3 96'i =Jd LZ'0 =Jl 69'1 =JU LZ'9L =1 tt'01=1 "'9'1 =W 87'SZ =M 22`S =d 09'E2 = MI'l 418 GNO de! 9NG 0000'O =3g 0009'696 =NHdS del 2 NId 18 'NTW i '930 Z9I'0 SI 319NU MIM - 9NIN M Wig Z NId i0 'NIW \ '93a 291'0 SI 319NU MIM - 9NIN8FtM dGi Z NId IV 'NIW > '930 "'91'0 ST 319NU MIM - 9NINUU9 Wig T NId IV 'NIN > '930 Z91'O SI 319NU MIM - 9NIMUM 61801116 LTeOZ'a MOC 9 S1e0e`b 6IC067 =i13NUd e JSd) SdVOl 13NUd del a e00'29 L e00'2S = (Nld e '81) Mal INIed Wig L 800'98 6 C00'2'>'T = (NId e '91) SGGel INIed de! 00'02 = 3AI1 00'9 = WIG 00'06 = del OO'72 = ;;e 2002'07eZ 000072ei1 0000'OZeZ=(HION31 e 'GN) S13NOd Uig O4E'!`ZeZ 00007MI 0000 OZE=(Hi9N31 a 'ON) S13Ntid dG! 0000'080 0000'080 =8g 0000'080 0005'0811 =81 0000'00 0000'0eO =la 0000'0P'0 0009'081 =11 'ISIG a 9 SNId 9N18d34 0000'O =8 ISIG 0000'0 =1 ISIa 0000'0 =386 SZTE'Z2 =130 0000'0 =316 002Z'0 =MIS Wig 0000'91 =NOd J'!NH L009'2 =31d 11 0000'0 =89 0000'6 =81 'NI0009'8 -'1J82 =NVdS 0000'O =i8 0005'1 =1i 0-0-1-0-14GW I=Nd"t 9i'I=SS381S I=S83M 'ON Z =Mg SH08 1=839HAl 1 =3083 '9aig 1 ='958 T=31IJG8d S=S3I83S 0 =H3!VW Z =IVJ # 3GG3 od 90:E 26/ZZ/6 007 JaA Z8=hAI I =0938 'GN Grg3N9IS3G A`i P 300 6660-E64 ='aN Off VINJ-O..JI-lV'3 °kJ4I-1V9VW _I_:�::i j V W ;1I-]V9VW LLD 1'26 'Oto e0I' °NxLw-iwn.1_ *o:g�T X03 -O' J I, .:--A" 7L C:s ._1 o_g F1 -A_- F1 _Jl__ 1EE� (a C3 C3 PI !01+.11 -1 J_ �s E:0 M PA FE j:_3-fF7-8=G*6 kAJC3,C3ID E;`li-FC9-PCG `tt'-UFEE E3 „, 1'. mo I". O. BOX ]..".FC�y TLJAL_A'TZN„ OR 1.17C)b-2 AF,R 23, 199.3 iE.es_-..�.���c> SH7' ;' Of= 21= - JOB IVO. U:.-'l0Yc: MAGAL I A I" IAFif:ET' MAGAL. I (A, CAL.I FORK I r) 4-93-0999 PARALLEL TYPE R2 WJ28 DEPTH = 32.31 BARRY B/C= 32.00 PSF TOP= 40.00 PSF BTM= 5.00 115X ROOF 105.19'! CONTROL 5 7 PIN 8 BTM PLF' TOP4 06.61 PLF BTM= 13.33 + OR - EXTRA LOADS SHOWN BELOW 105.21% CONTROL 1 3 WEB 1 DEFLECTION MAIN SPAN = 1.09 IN. = LI 424 -------------------------------------------------------------------------------------------------------------- EXTRA LOADS LBS. AT TOP PIN NUMBER = 133.00@ 4 -86.00@ 7 LBS. AT BTM PIN NUMBER = 53.00@ / 53.00@ B PSF AT TOP PANEL NO. = 2.40@14 4.80@15 6.70@16 8.20@11 9.00@18 -------------------------------------------------------------------------------------------------------------- REACTIONS LEFT = 2480.2 LB. RI6HI = 2508.3 LB. B -1311 L -2189 L -4051 L -5775 L -7091 S -0018 S -8718 S -9135 S -9106 S -8745 S -8053 S -102'8 i -2534\ -2115\ -2121\ -1590\ -1239\ -816\ -554\ -135\ .225\ 5B5\ 945\ 1306 2875! 2378/ 2157/ 1634/ 12771 916/ 6531 234/ -165/ -546/ -904/ -1267/ L 1652 L 3020 L 4995 L 6461 S 7642 S 8468 5 9026 S 9190 5 9009 5 8489 S 1637 S 6452 --------------------------------------------------------------------------------------------------------------- L -5671 L -3953 L -2704 L -1272 B I \ 1669\ 2076\ 2335\ 2872 -1626/ -2044f -2078/ -2537/ L 4934 L 3036 L 1673 L -------------------------------------------------------------------------------------------------------------- 4-93-0999 PARALLEL TYPE R2 WJ28 DEPTH = 32.31 BARRY OIC= 16.00 PSF TOP= 40.00 PSF BTM= 5.00 115% ROOF 154.76% CONTROL 1 @ WEB 1 PLF TOP= 53.33 PLF BTM= 6.67 + OR -.EXTRA LOADS SHOWN BELOW 161.75% CONTROL 5 @ PIN 4 BTM DEFLECTION MAIN SPAN = 0.65 IN. = L/ 71B -------------------------------------------------------------------------------------------------------------- EXTRA LOADS PSF AT BTM PANEL NO. = 30.00@ 1 .30.00@ 2 30.00@ 3 30.00 4 30.007 5 30.00@ b 30.00@ 7 -------------------------------------------------------------------------------------------------------------- REACTIONS LEFT = 16bB.1 LB. RIGHT = 1301.5 LB. B -932 L -1846 L -2661 L -3755 L -4563 S -5099 S -5350 S -5361 S -5253 S -4957 S -4496 S -3869 \ -1616\ -1336\ -1217\ -957\ -666\ -35b\ -111\ 56\ .23B\ 417\ 597\ 778 1955! 15351 14001 11031 8021 504/ 196/ -44/ -2161 -398/ -516/ -758/ L 1111 L 1992 L 3228 L 4180.5 4859 S 5257 S 5403 S 5358 S 5149 S 4774 S 4234 S 3526 -------------------------------------------------------------------------------------------------------------- L -3077 L -2114 L -1431 L -667 B / \ 955\ 1143\ 1253\ 1507 -933/ -1128/ -1116/ -1332/ L 2656 L 1610 L 87B L ----------------------------------------------------------------------------------------------------------- I V1 Ir'= E�, -T N= N=< N N.4,P a C3 n 'Er -F N=•: U 4-- -IF K_A Pi` -q.' F-- E-3 !u I No F-- w P.O. riox 1;Sr_'�, TIJAL.ATZN, OR 9!c>!,2 rC) -. ra -'R - - . 1•9 - !s 0z/C,92—Ea 94 C) SHT _ OF 21 '. JOE NO. 931( -):*c; IvIAGAL-IA MPiRl---::E.T MAGAL_IA, CAL-Ir-OI-,111IA 4-93-0999 PARALLEL TYPE R2 WJ28 DEPTH = 32.31 BARRY O/C= 24.00 PSC TOP= 40.60 PSP BTN= 5.00 115X ROOF 125,70% CONTROL I B WEB 7 PLF TOP= 00.00 PLF BTM= 10.00 + OR - EXTRA LOADS SHOWN BELOW 126.67%, CONTROL 2 0 WEB B DEFLECTION MAIN SPAN = 0.87 IN, = L/ 536 -------------------------------------------------------------------------------------------------------------- EXTRA LOADS LBS. AT TOP PIN NUMBER = 86,00: 5 LBS. AT BTM PIN NUMBER = 75.00: 6 15.000 7 PSF AT TOP PANEL NO. = 2.4N14 4.80;-15 6,70816 8.20@17 9.00@18 -------------------------------------------------------------------------------------------------------------- REACTIONS LEFT = 1934.1 LB. RIGHT = 1928.4 LB, B -1071 L -2182 L -3176 L -4600 L -5720 S -6552 S -7055 S -7233 S -7162 S-6842 S -6274 5 -5456 1 -1980\ -1659\ -1679\ -1387\ -1028\ -671\ -318\ -4B\ 222\ 4921 7621 1032 2246/ 1865/ 17021 1420/ 1057/ 7851 432/ 781 -192.1 -463/ -731/ -10\03/ L 1290 L 2363 L 3922 L 5216 S 6178 S 6851 5 7198 S 7257 S 7066 5 6627 S 5939 S 5001 -------------------------------------------------------------------------------------------------------------- L -4391; L -3052 L -2084 L -980 B 1 \ 1305\ 1610\ 1004\ 2211 -1272/ -15B7/ -16051 -1954/ L 3814 L 2341 L 1288 L -------------------------------------------------------------------------------------------------------------- 4-93-0999 PARALLEL TYPE R2 W428 DEPTH = 32.31 BARRY O/C= 24.00 PSF TOP= 40.00 PSF BTM= 5.00 i15% ROOF 136.791 CONTROL 1 D WEB 9 PLF TOP= 80.00 PLF BTM= 10.00 + OR - EXTRA LOADS SHOWN BELOW 139.79% CONTROL 1 B WEB 32 DEFLECTION MAIN SPAN = 0.83 IN. = L/ 562 -------------------------------------------------------------------------------------------------------------- EXTRA LOADS LBS. AT TOP PIN NUMBER = -86,000 5 LBS. AT BTM PIM 14UMBER = 75.0041 6 75,0011 7 PSF AT TOP PANEL NO, = 2.40014 4.80ai5 6.70x16 8.20?17 9,00@18 ------------------------------------------------------------------------------------------=------------------- REACTIONS LEFT = 1B00.9 LB. RIGHT = 1BB9.8 LB. B -994 L -2019 L -2927 L -4213 L -5288 5 -6159 S -6703 S -6921 S -6890 5 -6610 S -6082 S -5304 1 -1936\ -15281 -1528\ -1238\ -1071\ -714\ -362\ -9I\ 1791 449\ 718\ 989 2085/ 171B/ 1552! 12711 1100/ 829/ 4761 1211 -149/ -419/ -LBS/ -960/ L 119E L 2186 L 3606 L 4763 S 5764 S 6477 S 6865 S 6963 S 6813 S 6414 S 5766 S 4869 -------------------------------------------------------------------------------------------------------------- L -4278 L -29BO L -2038 L -959 B I 1 12621 1566\ 1761\ 2164 -1229/ -1543! -15671 -1912/ L 3721 L 2289 L 1261 L -------------------------------------------------------------------------------------------------------------- WEE: E3_0_EtrkP'4 P,A)C3013 -T-F UC�-TLJF-,.EE:3 I IIN.00=- R.O. OOX1 334, TLIAL.ATIN, OF: W rzE I- F-- P=-: NO W iCI CP ID :S -IF IFR U iG -T- IL -P 8=Z 1_- E3 .„ I P'119 C: � --- F.O. SOX 3.:=C). TUAI.._ATZN„ OR 'i70&2 (-iF,R J- 199 asit.,172-U9oa aII C' 5 OF 21 `. '70E' I*q0. 9:`10.'9 MAC -AL I (i lvlARk`.E.T C'I(1(3AL I (1, 0'()L_ I C= 0F�N I (-i JOB No.= 4-93-0999 NAME=BARRY DESIGNER=JD NO. REDD= 1 TYPE=R5 Ver 2.00 4/22/93 3:11 pm CODE 4 CAT= 2 MATCH= 0 SERIES= 5 PROFILE= i DRS.= I BLDG. CODE= 1 LUMBER= I ROWS BRDG= 2 NO. WEBS=1 STRESS=1.15 CAM=1 MOD=1-0-1-0-0 TL= 3.5000 BL= 0.0000 SPAN= 33FT.- 9.2500IN. TR= 3.5000 BR= 0.0000 TL PTE= 3.5007 HALF PAN= 16.0000 BTM SLOPE= 0.2500 DLE= 0.0004 DCL= 30,0000 DRE= 0.0000 DIST L= 0.0000 DIST R= 0.0000 BEARING PINS & B DIST: TL= 1@0.5000 430.0000 BL= 030.0000 0@0.0000 TR= 1500.51000- 030.0000 BR= 00.0000 090.0000 TOP PANELS (NO. 3 LENGTH)= 2@26.66B9 9@32.0000 3@20.0000 BTM PANELS (NO, 3 LENGTH)= 2@28.6689 6032.0000 3@20.0400 LBR T=1 LBR B=1 DRILL T= 4- 6- 5- 0- 0 DRILL B= 3- 7- 4- 0- 0 WEBS= 1,5 3,3 2,2 14,1 3,2 4,3 1,5 OC = 32.00 TOP = 40.00 BTM = B.50 LIVE = 30.00 TOP POINT LOADS (LB. PIN) = 133.00312 SPAN= 405.2500 BE= 0.0000 ANG TOP AND BTM= 1.1935 C= 24.95 P= 4.70 W= 20.02 M= 1.55 L= 6.96 T= 60.18 r1F= 1.4B LF= 0.26 PF= 1.14 CF=2.19 T= 36 B= 36 5=131=16 JOB No. 4-93-0999 1 "PARALLEL TYPE R5 WJ28 t D.C. SPACING = 32.00 IN. JOB NAME: $ HORIZONTAL SPAN = 33 FT. 9.25 IN. t TOP CHORD LD, = 40.00 F'SF BARRY i DEPTH = 30.00 F BTM CHORD LD. = 8.50 PSF I TOP TO TOP BEARING CONDITION5 TOTAL LOAD = 129.33 PIF 1 115% ROOF - BLDG. CODE = I.C.B,D, t + OR - EXTRA LOADS SHOWN BELOW MFG. PLANT: I g 100.97% CONTROL 2 @ WEB 23 WEB JOIST NORTHWEST CORP. t BTM. CHORD SLOPED 0.2500 IN./FT, $ 141.20% CONTROL 5 @ PIN 8 BTM 1634 BISHOP ROAD IMAX DIST(IN.) OF PINS OFF DRS. SURFACE? CHEHALIS, WASH. 98532 1: LEFT=1.47 RI6HT=0.92 T.L. DEFL. = 4,89=L/ 453 1 1 REED X 34.5 FT = 34.5 LIN, FT,t CAMBER = IN. = Ll EXTRA LOADS LBS. AT TOP PIN NUMBER = 133.0012 REACTIONS LEFT = 2234.0 LB. R16HT = 2327.2 LB, B -1282 L -3197 L -4752 L -6140 5 -7136 S -7748 S -7972 5 -7811 S -7261 S -6329 L -5000 L -3979 t -2349\ -18351 -1595\ -1184\ -794\ -398\ -4\ 391\ 785\ 110 1569\ 2060 2537/ 19741 1664/ 1253! 863/ 4671 73/ -3?7/ -7181 -11481 -1519! -1768! L 2197 L 3910 L 5506 S 6701 S 7513 S 7938 5 1976 S 7628 S 6894 5 5774 L 4263 L 3009 -------------------------------------------------------------------------------------------------------------- L -2701 L -1296 B / \ 2195\ 2744 1 I 1 I -19141 -2354/ L 1670 L -------------------------------------------------------------------------------------------------------------- 4-93-0999 PARALLEL TYPE R5 WJ28 DEPTH = 30.00 BARRY BEARING LOCATIONS ANGLE TDP LEFT AT ( 1- 0) ANGLE TDP RIGHT AT (15- O) TOP CHORD I REQ'D 1-2%4 MSR 24OOf-2.OE CHORD LENGTH = 34 FT. 4.34 IN. TOP LEFT END = 3.50 PIN TO PIN = 33 FT. 9.34 IN. TOP RIGHT END = x.50 TDP PANELS n 28.66B9 93 32.0000 33 20.0000 2 ROWS OF BRIDGING AT PINS - BTM HORIZ. BRG. TO DRS. MAIN SPAN ' 33 FT. 9.25 IN. PINS S=0.375, L=0.625° DRILL PATTERN TOP = 4L- 6S- 5L DRILL PATTERN BTM = 3L- 7S- 4L CAMBER =IN. CAMBER PLATE = 0. IN. BTM PANELS 2@ 28.6689 B@ 32.0000 3@ 20.0000 BTN LEFT END = 16.59 PIN TO PIN = 31 FT. 1.34 IN' BIM RIGHT END = 15.41 BTM CHORD 1 REQ'D 1-20 MSR 2400f-2.OE CHORD LENGTH = 33 FT. 9.34 IN. TC= 0- 3.5 1-11.5 3- 7.5 5- 3.5 7-11.5 10- 7.5 13- 3.5 15-11.5 1B- 7.5 21- 3.5 23-11.5 26- 7.5 29- 3.5 31- B.2 34- 0.8 34- 4.3 BC=. 1- 3.4 2-11.4 4- 7.4 67 3.4 B-11.4 11- 7.4 14- 3.4 16-11.4 19- 7.4 22- 3.4 24-11.4 21- 7.4 30- 0.1 32- 4.7 33- 9.3 -------------------------------------------------------------------------------------------------------------- 4-93-0999 PARALLEL TYPE R5 WJ28 DEPTH = 30.00 BARRY FT. TUBE REQDIJDIST 1.00019= 40.46 1.00018= 14.13 1.00016= 19.33 1.00014= 5.78 NMBR DIA. -6A. HOLES LENGTH TOTAL NMBR DIA. -GA. HOLES LENGTH TOTAL NMBR DIA. -6A. HOLES LENGTH TOTAL 1 1.00014 L -L 32.684 1' 1 1.00019 S -L 32.684 1 1 1.00016 L -L 32.684 1 1 1.00016 L=L 31.1B9 i 12 1.00019 S -S 32.6B4 12 1 1.00016 L -L 28,779 1 1 1.00016 L -L 32.684 1 1 1.00019 S -L 32.684 1 1 1.00016 L -L 32.684 1 1 1.00016 L -L 31,189 1 2 1.0001B L -L 32.684 2 1 1.00016 L -L 2B.779 1 2 1.00018 L -L 32.684 2 1 1.00018 L -L 28.779 1 1 1.00014 L -L 32.684 1 CONTROLS !=TENSION WEB 2=COMP. WEB(L/R) 3=T+ MOM @ PANEL 4=C+ MOM 3 PANEL 5=T+ MOM. 3 PIN 6=C+ MOM. @ PIN 7=HANY,INSON ELS. T=TENSION C=COMPRESSIDN P. U. SOX 3.7_C�. TIJAL.ATTN„ OF: �77C�eh2 AF'r, ,, 1c7l9 0:`';/6IV:c!--670 C) E31 -1'T 6 OF 21: ljorw: 1\10. 9'710-11. i' i"IftG(-)LIF\ 11(dRi--::E"F 111AGF)L_ I A, CAL_ I F ORI'q.1 is 4-93-0999 PARALLEL TYPE R5 WJ28 DEPTH = 30,00' BARRY O/C= 32.00 PSF TOP= 40.00 PSF BTM= 5.00 115% ROOF 101.53%. CONTROL 1 8 NEB 7 PL*" 4=106.67 PLF BTM= 13.33 + OR - EXTRA LOADS SHOWN DELON 101.72% CONTROL 5 0 PIN 7 BTM DEFLECTION MAIN SPAN = 0.89 IN. = L/ 457 -------------------------------------------------------------------------------------------------------------- EXTRA LOADS LBSAT TOP PIN NUMBER = 66,000 6 LBS.. AT BTil PIN NUMBER = 75,00@ 7 75.00: B ---------------------------------------------- ---------------------------------------------------------------- REACTIONS LEFT = 2179.3 LB. RIGHT = 2169.8 LB. B -1249 L -313; L -4600 L -6085 S -1126 S -7760 S -7989 S -7776 S -7119 S -6106 L -4726 L -3708 \ -2.315\ -1825\ -1612\ -1270! -868\ -4031 501 502\ 8681 1235\ 1597\ 1919 24721 19421 16531 1271/ 9081 .4431 771 -3751 -8281 -1190/ -15721 -16591 L 2151 L 3844 L 5443 S 6667 S 7538 S 7953 S 7968'S 7541 S 6712 S 5525 L 3975 L 2805 -------------------------------------------------------------------------------------------------------------- L -2516 L -1204 B / 1 2046\ 2550 -1793/ -2208/ L 1555 L -------------------------------------------------------------------------------------------------------------- 4-93-0999 PARALLEL TYPE R5 W328 DEPTH = 30.100 BARRY O/C= 32.00 PSF TOP= 40.00 PSF BTM= 5.00 115% ROOF 107.66% CONTROL 5 @ PIN 7 BTM PLF TOP=106.67 PLF BTM= 13.33 + OR - EXTRA LOADS SHOWN BELOW 107.01% CONTROL 5 8 PIN 8 BTM DEFLECTION WAIN SPAN = 0.84 IN. = L/ 4B4 -------------------------------------------------------------------------------------------------------------- EXTRA LOADS LBS. AT TOP Pitt NUMBER = -86.1100 6 LBS. AT BTW PIN NUMBER = . 75.008 7 75.000 8 ---------------------------------------- --------------------------------------------------------------------- REACTIONS LEFT = 2072.5 LB. RIGHT = 2104.6 LB. B -1184 L -2961 L -4399 L -5684 S -6606 5 -7221 S -7522 S -7382 S -6798 S -5858 L -4551 L -3579 \ -2192\ -1710\ -1489\ -1108\ -147\ -477\ -25\ 421\ 193\ 1160\ 1523\ 1844 2343/ 18221 1530! 1148/ 7871 5111 151/ -300/ -7541 -1116/ -1497/ -15931 L 2038 L 3625 L 5104 S 6209 S 6960 S 7448 S 7536 S 7183 S 6426 S 5313 L 3835 L 2111 -------------------------------------------------------------------------------------------------------------- L -2433 L -1166 B I 1 1973\ 2470 \ / \ / -1728/ -21371 L 1506 L -------------------------------------------------------------------------------------------------------------- W1-- E31FF= F-eP4 WC3CJID E;I-'I-:ILJ!C--'F'-UII-=<F-E; , n F'NFc� rx, - o. F-tox 1"_°:0h-ruALA'f•7N„ 0K' °r 706:? AF'Ft :?.=,q 199 :�aaiE,��:�••-•F,�r<,c� :3F -Il- 7 0F2� JOB NIO. 9.:1'1(?;';9 11AGAL I A MARI :C;I- rlAGAL- I A 4 CF\L. l FOF;I',l I A JOB No.= 4-93-0999 NAME=BARRY DESIGNER=JD NO. REDD= 1 TYPE=RB Ver 2.00 4/22/93 3:15 p9 CODE D CAT= 2 MATCH= 0 SERIES= 5 PROFILE= I BRE.= 1 BLDG. CODE= I LUMBER= 1 ROWS BRD6= 2 NO. WEBS=1 STRESS=1.15 CAM=! MOD=0-0-1-0-0 TL= 7.7500 BL= 0,0000 SPAN= 35FT.- 5,1875IN. TR= 3.5000 BR= 0.0000 TL PTE= 7.7516 HALF PAN= 16.5000 BTM SLOPE= 0.2500 DLE= 0.0000 DCL= 32,0000 DRE= 0,0000 DIST L= 0.0000 DIST R= 0.0000 BEARING PINS & B DIST. TL= 10.5000 00.0000 BL= 080.0000 0@0.0000 TR= 150,5000 0:0 0 .0000 BR= 0 .0000 00.0000 TOP PANELS (NO, @ LENGTH)'= 3@26.0000 8@33.0000 1"x25.7171 2@28.7813 DTH PANELS (NO. @ LENGTH)= 3@26,0000 7@33.0000 1@25.7171 2@28.7B13 OC = 32.00 TOP = 40.00 BTM = 5.00 LIVE = 30.00 TOP POINT LOADS (LB. @ PIN)' = 66.00; 4 160,00@13 SPAN= 425.1875 BE= 0.0001 ANG TOP AND BTM= 1.1935 C= 25,64 P= 4.44 W= 21.27 N= 1.58 L= 9.63 I= 62.56 MF= 1.47 LF= 0.27 PF= 1.74 CF=2.16 `= 38 B= 36 5=16 L=13 JOB No, 4-93-0999 I PARALLEL TYPE R8 WJ28 t D.C. SPACING = 32,00 IN. CONTROLS JOB NAME: I HORIZONTAL SPAN = 35 FT, 5.19 IN, t TOP CHORD LD, = 40,00 PSF 1=TENSION WEB BARRY t DEPTH = 32.00 t BTM CHORD LD, = 5.00 PSP•' 2=CGKP, WEB(L/R)' t TOP TO TOP BEARING CONDITIONS t TOTAL LOAD = 120.00 PLF 3=T+ NOM ;@ PANEL t 115% ROOF - BLDG. CODE = I,C.B.O. ? + OR - EXTRA LOADS SHOWN BELOW 4=C+ MOM @ P^Ai EL MFG. PLANT: I t 102.11%, CONTROL 2 @ WEB 23 S=T+ MOM. D PIN WEB JOIST NORTHWEST CORP. t BTM. CHORD SLOPED 0.2500 IN./FT. 102.38% CONTROL 2 @ WEB 21 6=C+ MOM. D PIN 1630 BISHOP ROAD IMAX DISTO N.i OF PINS OFF BRG. SURFACEt 7=HANKINSON =l. CHEHALIS, WASH. 98532 I LEFT=1.01 RIGHT=0.95 t T.L. DEFL. = 0,89=Ll 480 T=TENSION -------------------------------------------------------------------------------------------------------------- I 1 REDD X 36.0 FT = 36.0 LIN. FT.t CAMBER = IN. = Ll C=COMPRESSION EXTRA LOADS LBS. AT TOP PIN NUMBER = -------------------------------------------------------------------------------------------------------------- 86.00 4 160.00013 REACTIONS LEFT = 2270.6 LB. RIGHT = 2310.1 LB. B -1257 L -2906 L -4316 L -5446 S -6547 5 -7287 5 -7672 5 -7701 5 -.7372 S -6689 S -5645 S -4597 N -2310\ -1853\ -16371 -13331 -9501 -57B1 -203\ 172\ 546% 920\ 1295\ 1640 1/\ l\ l\ i i l% l\ l\ l\ 1\ l\ l\/ 2554/ ^0341 1814/ 1367/ 9941 6119/ 244/ -130/ -5051 -B78/ -1260/ -1474/ 'S L 1903 L 3422 L -------------------------------------------------------------------------------------------------------------- 4773 S 6058 S 69B37553 S 7767 5 7624 S 1124 S 6269 S 5054 L 3848 .L -3089 L -1195 B / 1 2062\ 2607 -1926/ -24311 L 2148 L -------------------------------------------------------------------------------------------------------------- 4-93-0999 PARALLEL TYPE RB WJ20 DEPTH = 32.00 BARRY BEARING LOCATIONS ANGLE TOP LEFT AT ( 1- OI ANGLE TOP RIGHT AT 115- 0)' TOP CHORD 1 RED'D 1-20 MSR 2400f -2.0E CHORD LENGTH = 36 FT. 4.53 IN. TOP LEFT END = 7.75 PIN TO PIN = 35 FT. 5.28 IN. TOP RIGHT END = 3.50 TOP PANELS 3D 26.0000 82 33.0000 1@ 25.7171 2@ 28.7813 2 ROWS OF BRIDGING AT PINS - BTM HORIZ. BP,G. TO BR6. MAIN SPAN = 35 FT. 5.19 IN. PINS 5=0.315 L=0.625° DRILL PATTERN TOP = 4L- 8S- 3L DRILL PATTERN BTM = 3L- BS- 3L CAMBER =IN. CAMBER PLATE = 0. IN. BTM PANELS 3@ 26.0000 7@ 33.0000 13 25.7171 23 28,7813 BTM LEFT END = 17.14 PIN TO PIN = 32 FT, 8.28 IN. BTM RIGHT END = 15.86 BTM CHORD I RED'D 1-2x4 MSR 240Of-2.OE CHORD LENGTH = 35 FT, 5.28 IN. TC= 0- 3.5 2- 8.3 5- 1.1 7- 2.8 9-11.8 12- 8.8 15- 5.8 1B- 2.8 20-11.8 23- 8.8 26- 5.8 29- 2.8 31- 4.8 33- 63 35- 8.8 36- 4.5 BC= 1- 3.9 3- 8.6 6- 1.4 8- 3.1 11- 0.1 13- 9.1 16- 6.1 19- 3,1 22- 0.1 24- 9.1 27- 6.1 29- 8.1 31-10.1 34- 0.1 35- 5.3 -----------------------------------------------------------==------------------------------------------------- 4-93-0999 PARALLEL TYPE RB WJ28 DEPTH = 32.00 BARRY FT. TUBE READ/JOIST 1.00019= 39.73 1.00018= 17.BB 1.00016= 20.64 1.00014= 6.11 NMBR DIA,76A. HOLES LENGTH TOTAL NMBR DIA. -GA. HOLES LENGTH TOTAL NMBR DIA. -GA. HOLES LENGTH TOTAL 1 1.00014 L -L 34.677 1 1 1.00018 S -L 34.677 1 1 1.00016 L -L 32.880 1 -, 1 1.00016 L -L 31,945 1 1 1.00018 S -S 34.677 1 1 1.00016 L -L 34.677 1 1 1.00016 L -L 34,677 1 13 1.00019 S-9 34,677 13 1 1,00016 L -L 32.880 1 1 1.00016 L -L 31,945 1 1 1,0001B S -S 34.677 t 1 1.00014 L -L 34.677 1 1 1.00016 L -L 34.677 1 1 1.00016 S -L 31.862 1 1 1.00018 L -L 31.945 1 1 1.00018. L -L 34.677 1 P. 0. HtOX 1 •T_•C� � -1-tJAL..A-r .T. N � OR -?700--,2 f1F R p 199 ' SI -IT a OF Z,1. ,JOIE NO. 931o39 MAC. -11- I A i,,IA [:::EI- NAGAL I A 9 CAL- I Fr- RN I A JOB No.= 4-93-0999 NAME=BARRY . DESIGNER=JD NO. READ= 1 TYPE=R7A tier 2.00 4/22/93 3:16 pm CODE B CAT= 2 MATCH= 0 SERIES= 5 PROFILE= 1 BRG.= I BLDG. CODE= 1 LUMBER= 1 RODS BRDG= 2 NO. WEBS=1 STRESS=1.15 CAM=1 MOD=0-0-1-0-0 TL= 4.6000 BL= 0.0000 SPAN= 35FT.- 1.50001N. TR= 3.5000 BR= 0.6000 TL PTE= 4,0010 HALF PAN= 16.0000 BTM SLOPE= 0,2500 DLE= 0.0000 DCL= 32.0000 DRE= 0.0000 DIST L= 0.0000 DIST R= 0.0000 BEARING PINS & B DIST. TL= 180.5000 080.0000 BL= 080,0000 080.0000 TR= 15@0,5000 020.0000 BR= 00.0000 080.0000 TOP PANELS (NO, 8 LENGTH)= 3:26.0000 10@32,0000 1@23.5915 BT1 PANELS NO. 8 LENGTH)= 3826.0000 9@32.0000 1823.5915 OC. = 32.00 TOP = 40.00 BTM = 5.00 LIFE = 30.00 TOP POINT LOADS (LB. 8 PIN) = 86.008 4 SPAN= 421.5000 BE= 0.0002 ANG TOP AND BTM= 1.1935 C= 25.64 P= 4:53 W= 20.64 M= 1.57 L= 9.50 T= 62.08 MF= 1.48 LF= 0.27 PF= 1,15 CF=2.19 T= 38 B= 36 5=15 L=14 JOB No. 4-93-0999 $ PARALLEL TYPE R7A WJ28 $ O.C. SPACING = 32.00 IN, CONTROLS JOB NAME: I HORIZONTAL SPAN = 35 FT. 1.50 IN. $ TDP CHORD LD. = 40.00 PSF 1=TENSION WEB BARRY $ DEPTH = 32.00 $ BTM CHORD LD. = 5.00 PSF 2=COMP. WEB(L/R) 1 TOP TO TOP BEARING CONDITIONS 1 TOTAL LOAD = 120.00 PLF 3=T+ MOM PANEL 1 115% ROOF - BLDG, CODE = I.C.B.O. i + OR - EXTRA LOADS SHOWN BELOW 4=C+ MOM r} PANEL MFG. PLANT: I $ 100.56% CONTROL 2 @ WEB 8 5=T3 MOM. 2 PIN WEB JOIST NORTHWEST CORP. I BTM. CHORD SLOPED 0.2500 IN./FT. $ 101.88X CONTROL 1 8 NEB 5 6=C+ MOM. 8 PIN 1630 BISHOP ROAD !MAX DIST(IN.) OF PINS OFF BRG. SURFACE$ 7=HANKINSON EQ. CHEHALIS, WASH. 98532 i LEFT=1.10 RIGHT=1.20 $ T.L. DEFL. = 0.84=Li 502 T=TENSION -------------------------------------------------------------------------------------------------------------- 1 1 READ X 35.5 FT = 35.5 LIN. FT.$ CAMBER = TN. = L/ C=COMPRESSION EXTRA LOADS LBS. AT TOP PIN NUMBER = 86.00a 4 -------------------------------------------------------------------------------------------------------------- REACTIONS LEFT = 2212.2 LB. RIGHT = 2153.9 LB. B -1198 L -2822 L -4198 L -5.302 5 -6337 S -7034 5 -7396 5 -7423 S -7114 S -6471 S -5493 L -4178 l -2281\ -1819\ -1.602\ -12831 -916\ -551\ -196\ 165\ 5261 887\ 1244\ 1616 2491/ 1978/ 17521 13181 957/ 5971 236/ -1251 -486/ -847/ -1206/ -1572/ L 1869 L 3355 L 4668 S 5877 S 6748 5 7264 S 7485 5 7351 5 6882 S 6077 S 4939 L 3459 -------------------------------------------------------------------------------------------------------------- L -2534 L -1097 B 1 \ 1938\ 2454 -1912/ -22021 L 1671 L -------------------------------------------------------------------------------------------------------------- 4-93-0999 PARALLEL TYPE R7A WJ2B DEPTH = 32.00 BARRY BEARING LOCATIONS ANGLE TOP LEFT AT ( 1- 0) ANGLE TOP RIGHT AT (15- 0) TOP CHORD I REQ'D 1-20 MSR 2400f-2.OE CHORD LENGTH =.35 FT. 9.09 IN. TOP LEFT END = 4.00 PIN TO PIN = 35 FT. 1.59 IN. TOP RIGHT END = 3.50 TOP PANELS 3@ 26.0000 102 32.0000 12 23.5915 2 ROWS OF BRIDGING AT PINS - BTM HORIZ. BRG. TO BRG, MAIN SPAN = 35 FT. 1.50 1N, PINS 5=0.3758 L=0.625° DRILL PATTERN TOP = 4L- 7S- 4L DRILL PATTERN BTN = 3L- BS- 3L CAMBER = IN. CAMBER PLATE = 0. IN. BT'S PANELS 32 26.0000 92 32.0000 12 23.5915 BTM LEFT END = 16.64 PIN TO PIN = 32 FT. 5.59 IN. BTM RIGHT END = 15.36 BTM CHORD 1 REQ'D 1-20 MSR 2400f-2.OE CHORD LENGTH = 35 FT. 1.59 IN. TC= 0- 3.5 2- 3.1 4-11.1 7- 7.1 10- 3.1 12-11.1 15- 7.1 18- 3,1 20-11.1 23- 7.1 26- 3.1 2B-11.1 31- 1.1 33- 3.1 35- 5.1 35- 9.1 BC= 1- 3.4 3- 3.0 5-11.0 B- 7.0 11- 3.0 13-11.0 16- 7.0 19- 3.0 21-11.0 24- 7.0 27- 3.0 29- 5.0 31- 7.0 33- 9.0 35- 1.6 4-93-0999 PARALLEL TYPE R7A FT. TUBE READ/JOIST 1,00019= 45.55 NMBR DIA. -GA. HOLES LENGTH TOTAL 1 1.00014 L -L 34.442 1 1 1.00016 L -L 32.098 1 1 1.00016 L -L 34.442 1 1 1.00016 L -L 32.090 1 '1 1.00019 L -L 34.442 1 1 'I.0001B L -L 32.098 I 1 1.00018 S -L 34.442 1 --------------- ---------------------- WJ28 DEPTH = 32.00 1.00018= 14.99 1.00016= 17,58 1.00014= NMBR DIA. -GA. HOLES LENGTH TOTAL 14 1.00019 S -S 34.442 14 1 1.00019 S -L 34.442 1 2 1.00018 L -L 34.442 2- 2 1.00016 L -L 34.442 2 1 1.00016 L -L 31.431 1 1 1.00014 L -L 34.442 1 6.07 BARRY -IF F-E��N9 WC343ID� ;1-Fq:U0-T-1.jR'F- :IC O-tih0 1='. 0. Xcnx ]. :^: C?� 7UAL-ATIN, nR -,17062 N1F'R 23, 1.99 �U� /69.-._&5000) SNT 9 OF 2.1 ,30i NO. 97,110:- _7, 9 I"IAG(-)L_ I A i'�IHF�;'r :l" 11()GAL_I(�9 C(L_'IFORNIr-.) JOB No,= 4-93-0999 NAME=BARRY DESIGNER41) NO. READ= 1 TYPE=R7 ver 2.00 4/22/93 2:51 pm CODE D CAT= 2 MATCH= 0 SERIES= 5 PROFILE= 1 BRG.= 1 BLDG. CODE= 1 LUMBER= I ROWS BRDG= 2 NO. WEBS=! STRESS=1,15 CAM=1 MOD=1-0-1-0-0 TL= 4.0000 BL= 0.0000 SPAN= 35FT.- 1.5000IN. TR= 3.5000 BR= 0.0000 TL PTE= 4.0010 HALF PAN= 15,0914 BTM SLGPE= 0.2500 DLE= 0.0000 DCL= 32,0000 DRE= 0.0000 DIST L= 0.0000 DIST R= 0.0000 BEARING PINS & B DIST. TL= 10,5000 OD0,0000 BL= 0@0.0000 00.0000 TR= 15@0.5000 0@0.0000 BR= 0@0.0000 00.0000 TOP PANELS (NO, a LENGTH;= 1@26.0914 11@32.0000 2x21.7500 PTM PANELS (NO, 9 LENGTH)= 1@27.0000 10@32.0000 2@23=0000 LBR T=i TBR B=1 DRILL T= 4- 7- 4- 0- 0 DRILL B= 3- 8- 3- 0- O WEBS= 1S � 5 ?lS 3 2.2 14,1 3S S � 2 2,3 1.5 if3 iS 5 = ' OC = 32,00 TOP = 40.00 BTM = 5.00 LIVE = .30.00 TOP POINT LOADS (L8. @ PIN) = 691,00@13 SPAN= 421.5000 BE= 0.0001. ANG TOP AND BTM= 1.1935 C= 25.64 P= 4.53 W= 21.32 M= 1.57 L= 9.50 T= 62.55 MF= 1.49 LF= 0.27 PF= 1.76 CF=2.19 T= 38 B= 36 S=15 L=14 JOB No. 4-93-0999 I PARALLEL TYPE R7 WJ2B 8 D.C. SPACING = 32.00 IN. CONTROLS JOB NAME: I HORIZONTAL SPAN = 35 FT. 1.50 IN. I TDP CHORD LD. = 40.00 PSF i=TENSION WEB BARRY I DEPTH = 32.00 1 BTM CHORD LD. = 5.00 PSF 2=COMP. WEB(L/R) I TOP TO TOP BEARING CONDITIONS 8 TOTAL LOAD = 120.00 PLF ?=T+ MDF; @ PANEL I 115X ROOF - BLDG. CODE = I. C. B. O. 8 + OR - EXTRA LOADS SHOWN BELOW 4=C+ MOM @ PANEL MFG. PLANT: I t 108.70% CONTROL 1 @ WEB 26 S=T+ MOM. @ PIN WEB JOIST NORTHWEST CORP. € BTN, CHORD SLOPED 0,2500 IN./FT. & 100.46% CONTROL 2 @ WEB 21 6=C+ NDN. @ PIN 1630 BISHOP ROAD IMAX DIST(IN.) OF PINS OFF BRS. SURFACE: 7=HANKINSON CHEHALIS, WASH, 98532 1 LEFT=1.10 RIGHT4.50 # T.L. DEFL. = 0.89=L/ 475 EQ. T=TENSION -------------------------------------------------------------------------------------------------------------- i I REOD X 35.5 FT = 35.5 LIN. FT.$ CAMBER = IN. = L/ C=COMPRESSION EXTRA LOADS LBS, AT TOP PIN NUMBER = -------------------------------------------=------------------------------------------------------------------ 691.00a13 REACTIONS LEFT = 2215.0 LB. R16HT = 2755.9 LB. B -1133 L -2827 L -4469 L -5824 S -6822 S -7486 S -7815 S -7808 S -7466 S -6789 S -5779 L -4424 \ -2310\ -1940\ -160B\ -1240\ -882\ -520\ -160\ 201\ 561\ 923\ 1260\ 1660 24661 1970/ 1651/ 12781 922/ . 560/ 200/ -161/ -522/ -883! -12381 -1624/ L 1878 L 3695 L ------------------------------ 5209 S 6380 S 7218 S 7721 S 7888 5 1120 S ------------------------------------------------------------------------------- 7218 S 6379 S 5210 L 3686 L -3096 L -1195 B / \ 2623\ 3091 -24041 -2895/ L 2006 L -------------------------------------------------------------------------------------------------------------- 4-93-0999 PARALLEL TYPE R7 WJ28 DEPTH = 32.00 BARRY BEARING LOCATIONS ANGLE TOP LEFT AT ( 1- 0) ANGLE TDP RIGHT AT (15- 0) TOP CHORD 1 REQ'D 1-2x4 MSR 2400f-2.OE CHORD LENGTH = 35 FT. 9.09 IN. TOP LEFT END = 4.00 PIN TO PIN = 35 FT. 1.59 IN. TOP RIGHT END = 3;50 TOP PANELS 1a 26.0914 ll@ 32,0000 2@ 21.7500 2 ROWS OF BRIDGING AT FINS - BTM HORIZ. BRG. TO BRG. MAIN SPAN- 35 FT. 1.50 IN. PINS S=0.375" L=0.625° DRILL PATTERN TOP = 4L- 7S- 4L DRILL PATTERN BTM '= 3L- 8S- 3L CAMBER =IN. CAMBER PLATE = 0. IN. BTM PANELS 1@ 27.0000 10@ 32.0000 21 23.0000 BTM LEFT END = 15.73 PIN TO PIN = 32 FT, 9.00 IN. BTM RIGHT END = 12.86 BTM CHORD 1 REQ'D 1-2x,4 MSR 24OOf-2.OE CHORD LENGTH = 35 FT. 1.59 IN. TC= 0- 3.5 2- 1.3 3-11.0 6- 7.0 9- 3.0 11-11.0 14- 7.0 17- 3.0 19-11.0 22- 7.0 25- 3.0 27-11.0 30- 7.0 33- 3.0 35- 5.1 35- 9.1 BC= 1- 0.9 2-11.9 4-10.9 7- 6.9 10- 2.9 12-10.9 15- 6.9 1B- 2.9'20-10.9 23- 6.9 26- 2.9 2B-10.9 31- 6.9 33- 9.9 35- 1.6 ---- ------------------------------------------------------------------------------------------------------- 4-93-0999 PARALLEL TYPE R7 WJ28 DEPTH = 32.00 BARRY FT, TUBE READ/JDIST 1.00019= 42.52 1,00010= 15.18 1.00016= 17.55 1.00014= 8.94 NMBR DIA. -GA. HOLES LENGTH TOTAL NMBR DIA. -GA. HOLES LENGTH TOTAL 1 1.00014 L -L 34.029 1 1 1.00018 S -L 34.442 1 1 1.00016 L -L 32.423 1 i 1,00018 L -L 34.442 1 2 1.00016 L -L 34.442 2 1 1.00016 L -L 34.442 1 2 1.00018 L -L 34.442 2 1 1.00016 L -L 31.293 1 1 1.00019 S -L 34.442 1 1 1.00014 L -L 33.879 1 13 1.00019 S -S 34.442 13 1 1.00016 L -L 31.596 i 1 1.00018 S -S 34.442 1 2 DBL ANGLE L -L 33.354 F -R FBF W 4D CDn 'S -T- F=Z U C.:� -T- UF=9: � ' 1-3 � � ?L-F'kF C:. � -- fs'yU=— 134 U X Yl�c:) o T LJ A 1._ A T S N . OR �� ! C� 6 2 E'iF'R 2-' 1.9 `, --. �='' rsa:�:it�v:�-E�vc7c. 71-i1 10 Oi= 21�' — ,JOB NO. 931039 i'lAGAL_IA MAR[::'ET rlAGAL_ I i-, CAL- I FORM I A 4-93-0999 PARALLEL TYPE R7 WJ28 DEPTH = 32.00 BARRY OIC= 32:00 PSF TOP= 40.00 PSF BTM= 5.00 115% ROOF 101.71% CONTROL 2 B WEB 23 PLF TOP=106.67 PLF BTM= 13.33 + OR - EXTRA LOADS SHOWN BELOW 103..96% CONTROL 1 a WEB 7 DEFLECTION MAIN SPAN = 0.86 IN. = L/ 492 --------------------------------------------------------------------------------------------------------------- E%TRA LOADS LBS. AT TOP PIN ':UMBER = 86.oal i L65: AT BTM PIN NUMBER = 75.00D12 15.00013 -------------------------------------------------------------------------------------------------------------- REACTIONS LEFT = 2181.4 LB. RIGHT = 2334.6 LB. B -1115 L -2179 L -4406 L -5706 S -6669 S -7297 S-7590 S -7549 5 -7172 5 -6459 S -5367 L -3888 ! -2272\ -1902\ -1570\ -1202\ -644\ -462\ -1221 2391 599\ 961\ 1415\ 1876 2426/ 1932/ 1613/ 1241/ 884/ 522/ 162/ -199/ -560! -921/ -1374/ -1755/ L 1647 L 3630 L 5109 S 6244 S 7047 S 7515 S 7647 S 7444 S 6906 5 6033 S 4738 L 3053 -------------------------------------------------------------------------------------------------------------- L -2586 L -1004 B 1 \ 2167\ 2599 \ l 1 I -19051 -24291 L 1686 L -------------------------------------------------------------------------------------------------------------- 4-93-0999 PARALLEL TYPE R7 WJ29 DEPTH = 32.00 BARRY OIC= 32.00 PSF TOP= 40.00 P5F BTM= 5.00 115% RODF 108.31% CONTROL 1 D WEB 7 PLF TOP=106.67 PLF BTM= 13.33 + OR - EXTRA LOADS SHOWN BELOW 110.64%. CONTROL 2 6 WEB 23 DEFLECTION MAIN SPAN = 0.82 IN. = L/ 514 -------------------------------------------------------------------------------------------------------------- EXTRA LOADS LBS. AT TOP PIN NUMBER = -86.00D11 LBS. AT BTM PIN NUMBER 75.00112 75.00@13 -------------------------------------------------------------------------------------------------------------- REACTIONS LEFT = 2137.4 LB. RIGHT = 2206.7 LB. B -1092 L -2715 L -4296 L -5550 S -6461 5 -7049 5 -7296 S -7208 S -6765 5 -6027 5 -4982 L -3637 1 -2223\ -1653\ -1520\ -1152\ -794\ -433\ -72\ 289\ 649\ 1010\ 1271\ 1731 2374/ 1883/ 1563/ 1191! 834/ 472/ 112/ -249/ -610/ -9701 -1230/ -1610/ L 1806 L 3544 L 4977 S 6066 S 6823 5 7245 S 7331 S 7082 5 6497 S 5578 S 4416 L 2866 -------------------------------------------------------------------------------------------------------------- L -2431 L -947 B 1 1 2028\ 2450 -1776/ -22BB/ L 15BB L -------------------------------------------------------------------------------------------------------------- Authorized Willamette Industries Sales Representative PROJECT : MAGALIA MARKET JOB NO.: 931(i39 DESIGNER: BARRY DATE: 4/21/93 SHEET: MARK F1 PRODUCT LOADING (WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) WI = 14C> PLF DL = 40 PSF LL = 1(-)0 PSF TRIS{= 12 IN P1 = 86 LB @ 1 FT (LL= 0 LB) 515#/3 JST/2 CURBS P2 = 86 LB @ 5 FT (LL= 0 LB) SAME AS ABOVE N1(19.5'> 857# 10.5' 2195'# 784# DEFLECTIONS LL = 0.08" = L/1503 TL = 0.13" = L/ 956 *** USE 11.875 INCH WSI-423(2100F) @ 12 IN 0/C *** C ioc:% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ( 7% REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT) ALLOWABLE SHEAR = 1540# EI X 10•'••6 = , 440 ALLOWABLE MOMENT = 52101# K X 10'•••6 = 6.17 MIN END HEARING LENGTH = 1.75 in. CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE This calculation is valid only for the loads & spans noted, subject to notes on the attached W.W.S.I. COVERSHEET. Authorized Willamette Industries Sales Representative PROJECT : MAGALIA MARKET JOB NO.: 931039 DESIGNER: BARRY DATE: 4/21/93 SHEET: 12 X21 #�•�••�•x-•�•�••�•�•�•x••�•�•�••x-•�•��•�•#�••�••�aE•a�•�##•�#a�aE•�#�••��•#•�•��•��•#•x••�•�•�•�••x-•��•�#•�•�a�•x-•�•�•#•�•��••�•�•�••tt-•��•�•�-��•x••�a��•�•�• MARK F1 PRODUCT LOADING (WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) W1 = 14o PLF DL = 4C-) PSF LL = PSF TRIB= 12 IN P1 = btu LB C 4 FT (LL= 0 LB) 355#/3 JST/2 CURBS P2 = GO LB C 9 FT (LL= 0 LB) SAME AS ABOVE ul(10.5') 780# 10.5' 2101'# 809# DEFLECTIONS LL = 0.08" = L/1504 TL = 0.13" = L/ 988 *** USE 11.875 INCH WSI-423(2100F) C 12 IN 0/C *** 10(--)%. LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ( 7% REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT) ALLOWABLE SHEAR = 1540# EI X 1u"•6 = 440 ALLOWABLE MOMENT = 52101# K X 10-"-6 =. 6.17 MIN END HEARING LENGTH = 1.75 in. CONTINUOUS LATERAL SUPPORT REVD AT TOP EDGE This calculation is valid only for the loads & spans noted, subject to notes on the attached W.W.S.I. COVERSHEET. Authorized Willamette Industries Sales Representative PROJECT : MAGALIA MARk*,ET JOB NO.: 931039 DESIGNER: BARRY DATE: 4/21/93 SHEET: l:� 0-r ZI MARK F2 PRODUCT LOADING(WITH "TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) W1 = 140 PLF DL = 4C-> PSF LL = 1(.-)0 PSF TRIB= 12 IN UI(27.5' ) 27.5' 1 REACTION = 1925 LBS MOMENT = 13:234 FT -LBS REACTION = 1925..LBS DEFLECTIONS LL = 1.07" = L/ 308 TL = 1.50" = L/ 220 *** USE 16 INCH WSI-424(2.2E LVL) @ 12 IN O/C *** 100% LOAD DURATION FACTOR USED FOR.ALLOWABLE SHEAR AND MOMENT) 4% REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT: ALLOWABLE SHEAR = 1980# EI X 10-"'•G = 1343 ALLOWABLE MOMENT = 134601# K X 8.32 MIN END BEARING LENGTH = 2.36 in. WEB STIFFENERS REQUIRED CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE Authorized Willamette Industries Sales Representative REACTION = 1573 LBS MOMENT = 9061 FT -LBS REACTION = 1561 LBS DEFLECTIONS LL = 0.47" _. L/ 531 TL = x).90" = L/ 279 ** USE 14 INCH WSI-424(21O0F) C 32 IN O/C *** ( 115% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ALLOWABLE SHEAR = 2(-)4()# EI X 10`6 = 8819 ALLOWABLE MOMENT = 97401# K' X 10''-6 = 7.28 MIN END BEARING LENGTH = 1.75 in. WEB STIFFENERS REQ'D AT EXT BEARING LESS THAN 1.91 INCHES CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE MARK R1 PRODUCT LOADING (WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) W1 = 90 PLF DL = 15 PSF LL = 30 PSF TRIB= 24 IN 611(27.2' ) 1 27.2' 1 REACTION = 1224 LBS MOMENT = 833 FT -LBS REACTION .= 1224 LBS DEFLECTIONS LL = 0.90" = L/ 362 TL = 1.35" = L/ 241 *** USE 16 INCH WSI-423(21O0F) @ 24 IN O/C ** ( 115% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) (: 7% REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT) ALLOWABLE SHEAR = 2 BO# EI X 10`6 = 886 ALLOWABLE MOMENT = 866o'# k: X I0 -"G = 8.32 MIN END BEARING LENGTH = 1.75 in. CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE This calculation is valid only for the loads & spans noted, subject to notes on the attached H.a.S.I. COVERSHEET. PROJECT : MAGALIA MARKET JOB NO.: 931039 DESIGNER: BARRY DATE: 4/1/93 SHEET: 21 MARK R3 PRODUCT LOADING (WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) W1 = 120 PLF DL = 15 PSF LL = 30 PSF TRIB= 32 IN W*-'= 120 TO 144 PLF DL=15 TO 15 PSF LL=30 TO 39 PSF TRIB= 32 I.N P1 = 494 LB C 8.5 FT (LL= U LB) 3950#/3 JST/2 CURBS P1 REACTION = 1573 LBS MOMENT = 9061 FT -LBS REACTION = 1561 LBS DEFLECTIONS LL = 0.47" _. L/ 531 TL = x).90" = L/ 279 ** USE 14 INCH WSI-424(21O0F) C 32 IN O/C *** ( 115% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ALLOWABLE SHEAR = 2(-)4()# EI X 10`6 = 8819 ALLOWABLE MOMENT = 97401# K' X 10''-6 = 7.28 MIN END BEARING LENGTH = 1.75 in. WEB STIFFENERS REQ'D AT EXT BEARING LESS THAN 1.91 INCHES CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE MARK R1 PRODUCT LOADING (WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) W1 = 90 PLF DL = 15 PSF LL = 30 PSF TRIB= 24 IN 611(27.2' ) 1 27.2' 1 REACTION = 1224 LBS MOMENT = 833 FT -LBS REACTION .= 1224 LBS DEFLECTIONS LL = 0.90" = L/ 362 TL = 1.35" = L/ 241 *** USE 16 INCH WSI-423(21O0F) @ 24 IN O/C ** ( 115% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) (: 7% REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT) ALLOWABLE SHEAR = 2 BO# EI X 10`6 = 886 ALLOWABLE MOMENT = 866o'# k: X I0 -"G = 8.32 MIN END BEARING LENGTH = 1.75 in. CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE This calculation is valid only for the loads & spans noted, subject to notes on the attached H.a.S.I. COVERSHEET. Authorized Willamette Industries Sales Representative PROJECT : MAGALIA MARP..ET JOB NO.: 931039 DESIGNER: BARRY DATE: 4/21/93 SHEET: IS Or— 21. MARK R3A PRODUCT LOADING (WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) W1 = 167 PLF DL = 87 PLF LL = 8X-> PLF P1 = 133 LB @ 6 FT (LL= 0 LB) 1600#/3 JST/2 CURBS P2 = 494 LB @ 8.5 FT (LL= o LB) 3'D5(-)#/3 JST/2 CURBS P2 1752#1 8531'# 1713# DEFLECTIONS LL = 0.21" = L/ '982 TL = (--).5'3" = L/ 347 * USE 14 INCH WSI-424(210OF) *** C 115% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ALLOWABLE SHEAR = 2040# EI X 10"-6 = 889 ALLOWABLE MOMENT = '37401# K X 10-"-6 = 7.28 MIN END BEARING LENGTH = 1.79 in. WEB STIFFENERS REQ'D AT EXT BEARING LESS THAN 2.41 INCHES CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE This calculation is valid only for the loads & spans noted, subject to notes on the attached W.W.S.I. COVEASHEET. Authorized Willamette Industries Sales Representative PROJECT : MAGALIA MARKET JOB NO.: 931039 DESIGNER: BARRY DATE: 4/21/93 SHEET: Ifp MARK RG PRODUCT LOADING (WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) W1 = 71 PLF DL = 23 PSF LL = 30 PSF TRIG= 16 IN UI (18.5' ) 65311 18.5' 3823' 1# 6531# DEFLECTIONS LL 0-19" = L/1194 TL = 0.33" = L/ 676 *** USE 14 INCH WSI-423(2100F) @ 16 IN O/C**** 115% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ( 7% REPETITIVE INCREASE USED FOR ALLOWABLE MOMENT) ALLOWABLE SHEAR = 2040# EI X 648 ALLOWABLE MOMENT = 73701# K X -10."G = 7.28 MIN END REARING LENGTH = 1.75 in. CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE This calculation is valid only for the loads & spans noted, subject to notes on the attached k.A.S.I. CDUERSHEET. I Authorized Willamette Industries Sales Representative PROJECT : MAGALIA MARKET JOB NO.: 931039 DESIGNER: BARRY DATE: 4/21/93 SHEET: 11 OF -11 MARK RG PRODUCT LOADING (WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) W1 = 120 PLF DL = 15 PSF LL = 3C) PSF TRIB= 32 IN P1 = 150 LB @ 3 FT (:LL= 0 LB) 106#/COS 450 P2 = 86 LB @ 1 FT (:LL= C) LB) BRACE LOAD P1 U1 (P2.5') I 1317# 18.5' 1138# 5428'# DEFLECTIONS LL = C).37" = L/ 597 TL = 0.59" = L/ 376 *** USE 14 INCH WSI-423(21O0F) @ 32 IN O/C** ( 115% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ALLOWABLE SHEAR = 2040# EI X 10''•6 = 648 ALLOWABLE: MOMENT = 68901# K X 10``6 = 7.28 MIN END HEARING LENGTH = 1.75 in. CONTINUOUS LATERAL SUPPORT REO'D AT TOP EDGE This calculation is valid only for the loads & spans noted, subject to notes on the attached W.W.S.I. COVERSHEET. Authorized Willamette Industries Sales Representative PROJECT : MAGALIA MARY.*ET JOB NO.: 931 >39 DESIGNER: BARRY DATE: 4/21/93 SHEET: t$ aF21 MARK M PRODUCT LOADING (WITH TOTAL LOAD DIAGRAM AND MAXIMUM SHEAR AND MOMENT) W1 = 167 PLF DL = 87 PLF LL = 80 PLF P1 = 133 LB C S FT (LL= C) LB) 1600#/6 JST/2 CURBS P2 = 124 LB @ 18 FT (LL= C) LB) DRAFTSTOP UI(18.5' ) 18.5' 17®8# 76111# DEFLECTIONS LL = 0.19" = L/1195 TL = C).41" = L/ 539 USE DOUBLE 14 INCH.WSI-423(21O0F)# C 115% LOAD DURATION FACTOR USED FOR ALLOWABLE SHEAR AND MOMENT) ALLOWABLE SHEAR = 4080# EI X 10'''•6 = '1296 ALLOWABLE MOMENT = 137801# K X io-^-6 = 14.56 MIN END BEARING LENGTH = 1.75 in. CONTINUOUS LATERAL SUPPORT REQ'D AT TOP EDGE This calculation is valid only -for the loads & spans noted, subject to notes on the attached H.W.S.I. COVERSHEET. 40 kc)(0 Cana @ kAw o /Saks I�l�/Ca9 �� 2 q PAF G vr_ af-Fs L �- -i'i 1 4r F r33 • 5' sb �i �� P«►5� • dot ►S Gam- 32 "' 6z, 05D �-z a a Fa4A4) + S @ 3z o '13 T . R1 35 -%1�2� • ,. 8lv 32 4T i�T 170 or 2 - 1 . WESTERN WOOD STRUCTURES. INC. () PROJECTAr(�pd�P�''� w r�...... "FOLIATE MEMBER LOCATION Mk( A/ P. O. BOX 130, TUALATIN, ORE. 97062 503/692-6900 - JOB NO. -1. 503 2x 4 @ 2 az d .7 " QwGomut%-r F`11Gm h -- 2x 12 � :3.s m F. ,S JST . l� 32" M) : � 5 , 4-1 Ptd _18.0 P -G f 3zhtz. _ 12. 0 PAK-- e, 3z" vim " -0 i! 2.3 e 9-0 let .0 3Z� IIx yLop� Goan- v-:0 to o I 1 Las, u: -;�o � - -ter :_ : r : _ _ . f4� w t DO P /V G615. 3 4c) 4 Psf/l 2� t,5F 1, lot 410 140 i_ — A/EICIS mc. 6ir /V G615. 3 4c) 4 Psf/l 2� t,5F 1, lot 410 140 i_ — A/EICIS mc. ��ON�I'2D � 222- 3455 R eDOIA16 A46ZqAAIIC4 6 Of /3 tt /G (VGE S TESL OMF4 C'nocr/Z S John O'Farrell Drawer 5172 Chico, CA 95927 Dear Mr. O'Farrell: �` �iutte C BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICE$ 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (9161538-7541 FAX: 19161 538-7140 DATE: September 2, 1993 RE: United t o c Firp Snrinkl rs A.P: 066-330-016 B.P.# c3-1711 With reference to the above subject, attached is: [ J Plan check list [ J Red marked calculations [ ] Red marked plans Other: Enclosed are fire sprinkler plans per your request. ACTION REQUIRED: [ ] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, B U T T E 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 7/13 DATE TO: FAX NUMBER: ATTENTION: Roe REGARDING: A.P. NO 066. 330 1 0//0 PERMIT NO. SUBJECT: A44 -Y 66 US67,0- SC -6- 4 f/VD UAII-rS f� LV CRVa7' SEE PLAN CHECK LIST TO FOLLOW. REVIEW AND RESPOND ACCORDINGLY Ki FOR YOUR INFORMATION ONLY [ ] OTHER: SINCERELY, JO R. -QF ,NRY, P.E. PLAN CHECK ENGINEER Count T IE li fJ D M A 1) A I A' A Pd D B E A T BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (9161 538-7541 FAX: (916) 538-2140 B U T T E 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 7/13 DATE TO: FAX NUMBER: ATTENTION: Roe REGARDING: A.P. NO 066. 330 1 0//0 PERMIT NO. SUBJECT: A44 -Y 66 US67,0- SC -6- 4 f/VD UAII-rS f� LV CRVa7' SEE PLAN CHECK LIST TO FOLLOW. REVIEW AND RESPOND ACCORDINGLY Ki FOR YOUR INFORMATION ONLY [ ] OTHER: SINCERELY, JO R. -QF ,NRY, P.E. PLAN CHECK ENGINEER 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 May 19, 1993 Jerry W. Estoup c/o James G. Peirson, Inc. Consulting Structural Engineers 408 S.W. Second Avenue Portland, OR 97204 Subject: United Grocers, Magalia Dear Mr. Estoup: In the interest of expediency and convenience to your firm, we are accepting FAX engineering details which show plan revisions. These details are allowed for immediate field use, but are not suitable as a permanent document. We expect to receive stamped and signed original details by mail as soon as is practical. In addition, a revised plan check fee of $20 is charged for each revision prior to review. The ordinary turn around time is three to five days to process a revision. Sincerely, John R. Henry Plan Check Engineer cc: Frank M. Schmidt Benner Stange Associates Darrell Wilson, Vick Construction /77 MAGALIA MARKET MAGALIA, CALIFORNIA FOR BENNER STANGE ASSOCIATES ; 10 NW 1 Oth AVENUE, SUITE 300 PORTLAND, OREGON 97209 JAMES G.. PIERSON, INC. 408 SW 2nd SUITE 505 PORTLAND, OREGON 97204 . (503 FAX (503)226130 MiLwalD Q,RpFESS1Q/;�q� APPR111�_D w..FST >ki QG;o �, A AI �S 32495 7 3. civi OQ� 0F. C ALV- ' .� '"`�_���� � r�... �P• �/3Oh3 . • � - . ... ,.. . ` . Project No. 92189 Permit No. 93-382 A.P. No. 066-330-016 Dear Ann: Find attached, for your use, two (2) copies of the response to the Plan Review comments dated March 291, 19931) for the project referred to above. Should you have any further questions or concerns, please feel free to contact me. Sincerely, BENNER STANGE ASSOCIATES ARCHITECTS, P.C. Frank M. Schmidt MAR93.47/jap cc: Rick Benzel, United Grocers, 6433 SE Lake Road, Portland, Oregon 97222 (VIA: Messenger: w/3 Enclosures) Greg Vik, Vik Construction, 160 Madison Ave., Eu, OR 97402 (VIA: Federal Express: w/1 Enclosure) Darrell Wilson, Vick Construction, c/o Ponderosa Gardens Hotel, 7010 Skyway, Paradise, CA 95969 : w BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER /3' 984- APN 661 -330-6I6 Firm Name V Nf60 opt Address t N06Ike 9/t Nature of Business Contact Person 0,4 (C11 J�/j/6De1) Phone # 603 - 343 -9396 1. Does yo r,business or that of your tennants handle, store, or transport hazardous materials? NO YES �aAI-L S U Pp I i`E.S 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 -standard temperature 4 pressure), or formulation containing hazardous material? NO 1:1 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 school site? X NO 13 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, fumes, vapors, or other volatile compounds? kN0 El YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. n.. Ahd L4 Z Owner or Authorized Company Representative S nature) (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. 0 11 The Above Regulations Do Not Apply To This Facility. BCEHD Signature BCAPCD Signature Date Date WHITE -Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance f.H. IISF, ONLY ri„ I'l.i Attached rIwo rhe, Atwl wd _ Sent to B.D. PawisAclizel / .n66 � 3 - 1 r OvAer Location AP// Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other ak�C:f ay �m) id) Hold final for: Final c,_-_- - -- /-� t _. ., _ NOTE Environmental Health Specialist 8/92 ate W COMMERCIAL PLAN CHECKING GUIDE (1991 UBC) OWNER Bldg. Permit '73 ' 382 A. P. # 066 '3 - 0/6 Plan Checker ✓R f� A. GENERAL Zoning requirements, Planning approval.` D/G 1-0 /SguE' %AE-/I/T PEYZ_ caf Valuation. Plans signed by engineer or architect. �4---' Proper description of work on application. Existing violations on property: G° Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc.). Improvements or drainage, Land Development approval. 10/92 B. -PLOT PLAN y4. /v Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills,. drainage. . Flood hazard:. Special conditions on creation map, ible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -combust - Building or utilities across*lot lines (Record .form). C. OCCUPANCY REQUIREMENTS Building use 4S)e0c6RY Occupancy Group Q - 2_ Type of Construction VAJ Building floor area Occupant Load G3¢ ?e—;E Basic allowable floor area sq.ft. Total allowable floor area sq.ft. Basis for increase Compliance with specific occupancy requirements (Chapter 6-12). Occupancy separations (Sec. 503). N12 - Area separations (Sec. 505): Firewalls due to location on property (Sec. 504). Maximum height requirements (Sec. 507). Draft stops (Sec. 3205). >Y Ventilation and special hazards requirements (Chapter 6-12). Automatic fire sprinkler system. (Chapter 38) .— R6 -0D 10'WO/? TD &CIO Fire alarm systems (09 Sections of Chapters 6-12). Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap.20). _J -Y: Environmental Health Review -(a) Restaurant Act, (b) Comm. Pool, (c) H Occupancies .S oke detection system. Dr SFM Plan Review. 56W1- 3/g/9,3 Electrical Code Requirements (Pool or hazardous occ.) (Art. 680 & 500's). x.15. Physically handicapped requirements (Title 24). Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS Roof covering requirements (Sec. 3203). �:- Parapet walls (Sec. 1710). Toilet room floors and walls (Sec. 510). 4 Guardrails (Sec. 1712). Detailed types of construction requirements /6!Proper roof pitch for roof covering (Chapter (Chapters 17-22). 32). D. TYPE OF CONSTRUCTION REQUIREMENTS - Continued - ,-7_.�''Attic access and ventilation (Sec. 3205). (�$D Roof drainage (Sec. 3207). Skylights (Chapters 34 & 52). Stages and platforms (Chapter 39). ]k' Interior, wall -,and .Ceiling, finish. (Chapter 42). .r Fire resistive requirements. Walls, floor, ceilings, penetrations X1.3: .*Wall and ceiling covering installation (Chapter -47). 14. Glass, glazing, Human Impact - Safety Glazing (Ch pter 54). Foam Plastic (Sec. 1713).�C%�E�E/Z-- E. STAIRS, EXITS, AND OCCUPANT LOADS (Chap 43) 6Y* -General.. Exit Requirements .-.(Sec..3302 & 03) (Post occ., load, etc.) . /21 Number.of exits, width and locations (Sec. 3303). 3. Doors (Sec. 3304). Corridors and exterior exit balconies (Sec. 3305). Stairways, rise an ruq width, winders, and construction (Sec. 3306). fa: Horizontal exit Sec. 308 r' Exit and smokeproof enclosures (Sec. 3309.& 3310). Exit signs and illuminations (Sec. 3313 & 14). '.' Aisles .and seating (Sec. 3315 & 16) . Exits for occupancy groups A=E (Sec. 3317 & 3320). Floor level exit sigrrs (Title 24, Sec. 3314). F. MISCELLANEOUS REQUIREMENTS _ Masonry .chimney (Chapter. 37) . ° i2' Veneer (Chapter 30). '(7). Special Inspection 'per UBC Sec. 306. 40 High Strength Bolting C; Field Welding Masonry (full stress) (d) Concrete (fc 2500psi) Special Certifications - Mill Certificates �! Expansive soil - Special design Cut/Fill slopes, compaction tests, gra •ing�-�j ��A/JO ��• Noise requirements (Planning, App. Chap. 35). 8. Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS 1. Complete calculations, correct design criteria. 2. Complete shear transfer details, roof to foundation. 3. Complete structural material specifications. 4. Shear wall anchorage based upon wall shear. 5. Roof diaphragm chord, collector, drag struts,. . Combined tension and shear @ steel RF anchor bolts. Braced roof and wall bays. , GINITa GI 0CICA S OGS- o - ori JAMES G. PIERSON, INC. Consulting Structural Engineers April 28, 1993 FILE CORY Butte County Building Department 7 County Center Oroville, California WEBJOIST & WSI ROOF TRUSSES MAGALIA MARKET BUILDING MAGALIA, CALIFORNIA Gentlemen: The attached shop drawings and truss calculations provided by Western Wood Structures, Inc. in support•of the Webjoist and WSI roof and mezzanine trusses/joists have been review by our office as an "or equal" substitution for the products by another manufacturer identified in our drawings and calculations. Our review has indicated that these members have been designed for the required loads and conditions and represent an acceptable alternate to the framing identified by our drawings. o ?.�k0FESS101V4 W. S�QG � C''32��495 W.� 9T CML Q� 0'F CAUFO Jerry W. Estoup Ato-j'PROVED 408 S.W. Second Ave. • Suite 505 • Portland, Oregon 97204 • . Tel: 503/226-1286 9 Fax: 503/226-3130 April 28, 1993 Mr. John Henry Butte County Building Department 7 County Center Drive Oroville, CA 95965-3397 VIA: FAX [(916) 538-21401 RE: New Grocer Store for United Grocers 14001 Lakeridge Circle Magalia, California 95954 Project No. 91289 Permit No. 93-382 A.P. No. 066-330-016 Dear John: BENNER STANGE ASSOCIATES ARCHITECTS. P.C. 10 NORTHWEST TENTH AVENUE SUITE 300 PORTLAND OREGON 97209 In reference to the project above., it does appear that the roof trusses as submitted are adequate, as can be seen in the attached letter, dated April 28, 1993 from James G. Pierson, Inc. I appreciate discussing this, with you this morning, and hope that this item is the final item needed prior to the issuance of the building permit, however should anything else be needed please don't hesitate to call. Sincerely, BENNER STANGE;SSOCIATES ARCHITECTS, P.C. Frank M. Schmidt APR93.66/jp cc: Jim Purvis, United Grocers, VIA: FAX (503) 652-7319 Darrell Wilson, Vik Construction, VIA: FAX (916) 873-3065 503 228-0666 FAX 228-3821 VIK Post Office Box 2250 Telephone Construction Eugene, Oregon 503 484 1188 Company . 97402- - FAX 503 343 9396 VI I - (I, February 19, 1993 COUNTY of: BUTTE Bu1LDINCo r1FPT c t L 1993 County of Butte Dept.'of Public Works 7 County Center Drive Oroville, CA 95965 Attn: Building Dept. Ladies & Gentlemen: This is just to notify,you that:we are going to start clearing the property for a grocery store located .at 14001 Lak6ridger Circle, Magalia. Thank you for your cooperation. Sincerely, Darrell M. Wilson Project Manager DMW/cjb X57. o�Ic� "X � g�3-3 65 ©f cc.: 973-306 /,a 00--� COMPANY INC. Customer Western Wood Structures P.O. Box 130 Tualatin, Oregon 97062-0134 Name Steee Phone 1-503-692-6940 Wt. 35375 Ship Date 5-28-93 Ft. 21440 218'V' Street Vancouver, WA 98881 w (208) 6"71 FAX (208) 593.3389 �±�•�� W, 'm - APPROM Job # 6. I..49 ............. P Q * 1110i ............................. Uiiber 3>les: Stress Level: P rotes a n: i ice ion: Jot Name: Job Location. Quantity Mark I Size Length Camber 111..1 ..$.1,.1..... . �.-..1.................81.3.... 1 .................8.1.6..... 30 ........... _1111... ..,... 37......Q:............... ...2000 ' ?(..Z�.Y a,.* _..,..,. w ....�Q....6.` ;'.....,.,..............ZQ ....... A 4.......... .......... W ... 37.....1 ` _..111. 29' D"1111.,. ................................ !,. 37-1.j.Z...., 0.2.x.... . 38.-.1. (.$ .................1,118.. 1.:.,..b::. ............. 2000' . .............1 ..... ............. ........ ........ 4k:...?.-.?f.1.6::..........OSAM�R... 0 AtPTR 6-3t4X 30 ...................................................................... 31' 0" ....................................... ... 1111 ., .............2$' ..0::............... 3/4"11,1,,,1, fi.................. X 4 .......................................0:....b B 12 ;�....,.........,.......... ....�.7;_ 28'6" ............1111..2000'..R 518,. 6- .............................. ............... ..........7-,112" ... �... ........ ............ ,..,................. ,....,M IT ................. ....--1./1" ...��4.�..10............................ ... ... 1111 1111.. .....a6` "..1.(..1..x.:;...... 1111... 1111 O CAMB,i R., . 6-3/4 35 .........................48 7•�.@"............O..CAMBR. ............................................31' 0" , ...Q......, ....... 3/4.......... .................... ... ............ 1.. ...., ... . ,l 1111,1111 ... ........... 4';...... 1. ............................1.......1 .6-3/4X.1t -.1 i/..16: ...... .6 .. :... '..' ...R.. .... .�/08. 139 7..-.................�....:... ..............................................2....0...0.1.0 XX ............. .. _... _............ 2............ 0 CAMBER, D.::.'. ......1111...,.. _Led gl,ri.:4 t ................ . dee 5eloti�r...... ....,....... Load Cove r �' E rid SW...................... e . 5.1.4?it!................. See 3hvp..G,rp i.�4,..,.,., .................................................................... .MAGq�.IA Ma Rif Stress Notes •o" lees B 18 5-1 !8... ................... ..... X {.4 :...Q ::................. 0 CAMB.R 2400E V4 _1111 B1,9 ......5.-.1.I . x111.. -..1...Z .......................................9:,..,4 ;'.....,.,..............ZQ Q Q.: R.................Z.N.Q.F. A 4.......... ...................................... 29' D"1111.,. ................................ !,. . 2400 ,.YA........... 0.2.x.... 3-1 /8 X) ��-..1..Z................. ..... 1.:.,..b::. ............. 2000' . .............1 ..... .240OF„V4...,...,... 0 AtPTR ..........2400E Y�........... ................ 1111., ... 1111 ., .............2$' ..0::............... 5/6” ......... 1111..... ........... ?44QF.-Y.4.......... B 12 3!4 X i 8 .....................1111..»,..................,..., 28'6" ............1111..2000'..R .... . ......... ..240aF..Y4.......... ............... ............................... .......................... .............................. ............. ...................1............ -...... ............ ,..,................. ,....,M IT 2X4 185' 2X6 4101 ' 2x8 17154' s••• ..........................11.11.......... ,............... .......... NO tAurP 11 ...._..:.......MAX R�lFC7E�,..,.. cnM?LJANU- WITH, THE CHECkING l ONLY "POR "dEiNACONCEPT OF THE PRO ECT. .................. «.»1111. _ __._ ................... .................... CpN�W`AGT- ,-0Q U!>J€N�S_&...UU......................,..IJIi�EiviEfVTS'4 'TitE...... nrnnN S c1WN IS SUBJECT TO THE REQ _ 1019: f'LANO h Ori FOR: CONFIRR NG &CORRELATING DIf�tIONS, NAT WITHNSTRUCI OTHER RADES, AND& ONUTHE CSATISFACTORY PERFORMANCE OF HIS WOR INC. jt ES G. PIERSON, CON LILTING STRUC"DURAL SNGINIEERS PORTLAND, OREGON _ a _1111. DATE...J.L?... � ---/- 31 -By y�'�,V1E OF TIA%r A C ITI . ? o C K n W � 0 z CERJIFICATE OF ' . 1`4 c' IN— 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 A190.1-192 Structure Glued Laminated Timber, and that such manufacture has been at our plant in ailcouver , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. W W w z Y w 931039 JOB NAME: CUSTOMER'S ORDER NO. 931039 DATE 4-30-93 MFGR'S ORDER N0. SIGNATURE PANY != O xooz<Q.�'� N UJ C un C<O w O d Cr o ao�Nzz� J 0 0 0 0 I- CYF U s d w � z F -- v U Z En rt 0 = L O F- p = O JOB LOCATION:11 O w xozzc U6 TITLE _ _ Pres/fent ADDRESS 218 V Street DATE z5 -r28 93 5r2893a LL o 0.i Uw z6z z Z-21 O o � a L U a„I U Q a:DZ a z 04 O a a AI TC HEREB Y CERTIFIES 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 FORM 18C AITC Certificate No. 92-0 4 2 2 0 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION © 1992 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION r t W I- Q 0 7 �_k 1. LUMBER Species; DF -L Grading Rules' WCLIB 16 & AITC 117-79 Table 1 Paragraph Grades; _ 154 A,B,C, 24F -V4 & 24F -V8 Slope of Groin: 2. MOISTURE Range: CONTENT 3. END JOINT 118 To 1:16 Voriation pe.r member: 4. ADHESIVE Conforms to n n W ti W W SHEET No.. �L— ~ u W m~ O Q ti Indust. z )TO TTA CHMENT NUMBER W ITC Certificate of Conformance No, 92-04220 Dated 5-28-93 Job Name: Magalia Market aao'o7i=� Per Fiber Stress � ', � � � u z W _� SEED P O 9 1993 Job Location,.Ma alfa, California U < O N Customer's Order No. 931039 Dated 4-30-93 Mfgr's Order No. 6149 The following gives the odditional specifications thot were used in the monufocture of the members on this iob; c 01 o w Y 1. LUMBER Species; DF -L Grading Rules' WCLIB 16 & AITC 117-79 Table 1 Paragraph Grades; _ 154 A,B,C, 24F -V4 & 24F -V8 Slope of Groin: 2. MOISTURE Range: CONTENT 3. END JOINT 118 To 1:16 Voriation pe.r member: 4. ADHESIVE Conforms to n n W ti W W ~ u W m~ O Q ti Indust. z n a W cn v�W C) a. t— aao'o7i=� Per Fiber Stress � ', � � � u z W LU O�r znocF= U < O N w c 01 o w Y 0 V'zo¢ LL W N U U Q f— LU vi J W Z Q H W. 7% to 12% CD �o�o2zo� U _L- W d = W 5% Max o z���z��0 4" Overlap Finger Joint Mil -A -397B WW Z} Z 0 2 2 O W O Z JO_p U V- u. Z D:=0 CUQ L oa3:a Type: 8300 System Waterproof __ Batch No 125 Psi Min. 5. GLUING Pressure Glue Spread P- 197 - AITC Licensed Plant No. pane 70 Lb. Sq Foot TE OF TIM iMO �z -'o Q specifications, Pressure Period 8 To 14 Hr. Plant Quality Control Supervisor 9 W 9 - '*/3 Date AITC form 18.3.65 cs� 1955 American institute or Timber Construction W BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Buildi,ng) School District Building Department No. A.P. Number, Jurisdiction , Juris F City F6 75�q County Property Owner _ 6re-e-4s Property Location/Address ;e-tc/ e G, -pec ° 1ff.4,::i,4,1,,- Subdivison Lot No. Residential Development 0 0 Sq. Footage No. of Living MHI Addition (Group R) Units Co Sq.-Footai"e 2- .5)546 New Addition .(Including Exterior Ie /--Roofed Areas) kl/ Building Department Representative Date (Floor Plans reviewed by School District Personnel) Di rict Identification No. '104 Schdol District certifies that ,k h Ali All- (Applicant) On (Street Add-ress) (Phone Number) dt (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing tO I square feet. School Distrid Representative Date Paid by Check Number Remarks:. Bank Number 10, Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this,project may be subject to additional school feei to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) .�'.'�'�4`et*YGb�si:'re''�!�j:;���t"'Mntlr•�+'.::'1'"��r��l':".Ta-F#i'i:"! �.• Y..i+�;K,!. ry ,cY- ��LTf3rf,'.r�'� 4 �,. 33 v-:l/(o ��✓-`j 03 wf UN � rED G��iGS . .� j40G►i l'.1-�Y� i2i�L� G� M�;,ki�iA�G4 • Address f' GAS i Meter By a ELECTRIC' Meter Date • �„;.;:fix, r 2 • 1 � fl • Address f' GAS i Meter By a ELECTRIC' Meter Date • �„;.;:fix, r 2 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orov'ilie, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 066-330-016 ZONING NC ' BUILDING PERMIT OWNER United Grocers 503 TELEPHONE 228-0666 •. SQ FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 6433 S.P. lake Rd. Portland OR 97222 - CONTRACTOR'S NAME Vik Construction 5031484-1188 TELEPHONE - CONTRACTOR'S MAILING ADDRESS P.O. BOX 2250 Eugene, OR 97402 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $_11C Rfi Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ li()() A [1 ,f? Circle. a1i9 PLUMBING PERMIT Filing Fee '15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SIFE] Duplex❑ Mobilehome❑ '!Other Commercial Coach .., SPECIFY '.� Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W 515.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ® Installation ❑ Other ❑ Describe work: Temporary Commercial Coach for Construction Puposes Only Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 1 18.50 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): j, 1 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.SINGLE License NoZ!q; /,4Z�. Classification A ❑ 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 Main service 200A TO 1000AI 37.50 DWELLING OCCUP.&) NEW CONST.OR ACDNS, l / ACC. BLDGS. II 3.64sq.ft. NEW CONSTIRULTI.OUTLET NO N•RESID BRANCH CIRC ITS 5.00 POWER APPARATUS &) OUTLET CIR. Ex. Occup(OUTLETS.OR FIXTURES 1.50 FIXED Ex. Occup. OUTLETS APPLINISK (RESID IEA.) 3.00 Temporary service _ 15.00 Mobile Home Facilities 1 15.00 Misc. Wiring 1 -15.00 15.00 Permit Fee $48.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such 1 provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in cons uence of the granting of this permit. X C Date 19A Signature of Applicant — Owner ❑ Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $70.00 HAz DFEES IMP FL000 coF PUL P 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/!Y PERMIT EXPIRES Date I,j.'3444 Receipt No. WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT 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 066-330-016 ZONING NC BUILDING PERMIT OWNER United Grocers 503 E �EPHONE 228-0666 SQ. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 6433 S.E. Lake Rd., Portland OR 97222 CONTRACTOR'S NAME Vik Construction 5031 TELEPHONE 484-1188 CONTRACTOR'S MAILING ADDRESS P.O. Box 2250 Eugene, OR 97402 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ Permit Fee $20.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ 14001 Lake Ridgp Circle. D iia PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF❑ Duplex❑ Mobilehome❑ Other Commercial Coach SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 1 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ® Installation ❑ Other ❑ Describe work:_ Temporary Commercial Coach for _ Construction Puposes Only Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR 200AORLESS 1 18.50 18,50 CONTRACTORS LICENSE LAW I declare under penalty of P Y perjury (check one): rvi ZJ 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 NoZy �yB� Classification ❑ 1, as the owner, or my employees with wages as their Sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000AI 37.50 NEW CONST. DWELLING OCCUP.&) OR ADDNS. ACC. BLDGS. 3.64 sq.ft. NEW CONSTR ULTI-OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. EX, Occup(OUTLETS OR FIXTURES 2 d20@76 1.50 FIXED APPLNS. OR EX. Occup. OUTLETS IRESID.1 EAJ 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 1 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. fes' I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all 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. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid Coun in s u e of the granting of this permit. X Z Date 8 Signature of Applica t — Owner❑ Contractor Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ Occ CONST TYPE I TOTAL FEE $ 70 0 HAz 0FEES IMP FLOOD COF PARC P H -- ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees ECTOR OF PUBLIC BY PERMIT PIRES Date applicable provi resolutions to do have been paid. WORKS !/ Date,3�//� Receipt No. 135444 WNIT!-D.P.W., 7ELLOW-A98l990R, PINK -INSPECTOR. GOLDENROD -APPLICANT In 33 g 65.00 This set of plans and specificationPMUSTW` kept on the job at all times and it is unlawful to make any changes or alterations on same with- out written permission from the Department of Public Works, Coupty of Butte. 223, BO NOTE.—All Materials & Workmanship Sha4 Be .•In Accordance with Recognized Good Practices and of a quality prescribed for the Specified use in the .Uniform Building, Plumbing &-Mechanical Codes and the National Electrical Cade... BUTTE COUNTY BUILDING DEPARTMENT *PPR 0 VED G� � 339.69 ). 'q4 nn Location of structures &. equipment shall be as shown & clear of all easements. - 209.69 .Z 30 0.9474 c 116:65 i 0 O *0 Q N t Q1 1 ~ i i I I o <ezac1 �, 10 tcls 4,171'.b 10 g iSfj . 9 ` i yi a � �(;�9i c�ir3zc:9✓r;, ",C;`',rYI, <;;-Ainiz-41.4 I*A----ca"i%'r�'; tr;ty r�asfsz�9�i �� 4: - .. ; t 11 r;n::. �i{'� Ri iio:} i?t;T`.�:;;'J;.��: J;�;.�' 7G1 1•.-r;E"::.:'+:) �+'ii��gL:w�;i G • COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER �f��D 6race_V_3 A. P. No. V 66 • ,, Qg - o16 Proposed Building Use COMM 6&W c 4 7eA4 IQ Building Inspector Date 2- A(9 3 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3, Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . jA 13. Flood elevation letter (100 year flood) by California Engineer. ...... ...... 14. Sanitation and plot plan approval OrAD15 % Health Department. 15. City of Chico plumbing permit . .................................... 16. Plot plan and business license apprgvaj fronLjty of Biggs/Gridley. . 17. Planning approval for (A) Use: iQb(L rn _ A1gTC(B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . Preanspection requ� 20. Pre -inspection for required. . to Building Inspector (Date) 91 ontractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner _). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... ............................... 27. Letter of intent on �e. ......... B . . 28. Mobilehome utility cl �W Wee ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed 110 and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... Plan check I' t.. ....... �� . ............................ %�.,.,� Pte- When ou issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 5W -5r237 and hold for pickup at 60_oVt't 1G office.: Deliver with inspector. Other Parcel Creation 2-1 IS/q 3 Acreage Applicant ZDate Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to per it 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 Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone —mail Co nter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ZV/%/-,g-, - 2 -1-8-1993 i a I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville. California 95965 - Telephone: 916:'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER %� V 6�' ZONI G BUILDING PERMIT OWNER i'+ D e _S sea' TELEPHONE ize-o61e6 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS & x/33 _5E o/� .Jo Z Z CONTR CTOR'S NA,JETELEPHONE o4st cQctlo 5b� L&-(1SP CONT OACTOR'S MAILING ADDRESS 15 0 S 27-56 -71/0 Z Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $-riv.cr LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS U � Permit fee $ 00. Ce7)o PLUMBING PERMIT Filing Fee 15.00 8 Lf Each ap 5.001 Solar or hea mp water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or t 7.00 USE OF STRUCTUREGas SF ❑ DDuplex[]Mobilehome❑ Other C04444 GQAC-1 J t SPECIFY piping system 1 - 5 outlets 5.00 Building sewer .00 Mobile Home S G I W @ 15.0 TYPE OF WORK New❑ Addition[] Remodel❑ Utilities[ Installation❑ Other❑ Describe work: TQM 10U(fk (cam , o M/ -i C D a 1A fob (JoAJ St PUCP,OcGS d I L& _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 -W Main service 600V OR LESS 200A OR LESS 18.50, a io Main service 200A TO 1000AI 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- 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUPM OR AODNS. ACC. BLDGS. 3.64 sq.ft. NEW CONSTR ULT' -OUTLET NON•R ESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS e ( SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES FIXED APLNS. Ex. Occup. OUTLETS (RESID'OR EA.) _ - 2076d .lo. 1 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 �• O Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHApermit is required For excavations over 5'l)" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE I TOTAL FEE $ HAz I DFEES I IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 135 �7 � WHITE-O.P.W., YELLOW-A3eC330R. PINK -INSPECTOR, GOLDENROD -APPLICANT P4L-,e A01 .. .0 \r/►J�LIb-m Materials Engineering File No. 93136 Testing and Cohasset Road Chico, CA (Yia) 891-6625 11 November 1993 United Grocers, Inc. 6433 SE Lake Road Portland, Oregon 97222 Attn: Mr. Jim Purvis Gentlemen: This .report is submitted in accordance with the requirements of the Uniform Building Code, Section 306 (c). Between 27 April 1993 and 07 October 1993, we provided Special Inspection Services for earthwork, concrete and masonry construction at the United Grocers Market in Magalia, CA. Daily reports documenting these services have been provided to you earlier, or are provided with this final report. Based on our special inspections and materials testing, the earthwork, concrete and masonry construction incorporated in this project is, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship standards of the Uniform Building Code. Very truly yours, APPLI D TESTING CONSULTANTS, INC. Jo n G. Sears, PE cc:fMutte County Building Departmen CIVIL PROJECT NAME CLIEN I' Oil OWNER JOB NO. Ma alis Market United Grocers Inc. 93136 GENERAL LOCATION OF WORK OWNER OR CLIENT'S REPRESENTATIVE PAGE ■■■■■^■■■■■Materials Darrel Wilson 6060 .......... APPLIED Engineering Cohasset I Vik Construction Franklin Construction 1 ■■■L J■■■ GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN Testing and Chico, CA ::f-=y=iN:: TESTING Inspection 96926 SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN ■■' ' '°' ��t1lJ■f.I�... CONSULTANTS (918) Certif Certiticatlon 891-8626 N KEY PERSONS CONTACTED (CIVIL ENGR., ARCHITECT, DEVELOPER, ETC.) Darrel Wilson I nnuv Field Rpeert PROJECT NAME CLIEN I' Oil OWNER JOB NO. Ma alis Market United Grocers Inc. 93136 GENERAL LOCATION OF WORK OWNER OR CLIENT'S REPRESENTATIVE PAGE Lakerid a Circle Ma alfa Darrel Wilson 1 of 1 GENERAL CONTRACTOR GRADING CONTRACTOR DAILY FIELD REPORT SEQUENCE NO. Vik Construction Franklin Construction 1 TYPE OF WORK GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK Bldiz Pad Construction Ray McCain 04-28-93 Wednesday SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN Native Red Brown Clayey Silt clear/windy B. Forsythe N KEY PERSONS CONTACTED (CIVIL ENGR., ARCHITECT, DEVELOPER, ETC.) Darrel Wilson I TEST NO. TEST LOCATION ELEVATION FIELD TESTING DRY MOISTURE % OF F. SG DENSITY CONTENT MAX. DRY Ibs./cu. it. W DENSITY REFERENCE CURVE COMP MAXIMUM OPTIMUM COMMENTS: CURVE DRY DENSITY MOISTURE NO. Iba/a. ft. CONTENT % 1 SW corner of Bldiz pad FSG 88.03 30.5 T- 2 INW corner of Bldg ad FSG 186.158 93 - 3 N. End Mid section FSG 184.90 3 - 4 S. End. Mid section FSG 85.53 32.1 92 T -1 S SE corner of B1 - 6 NE corner of Bldg pad 83.41 30.3 90 T-1 DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMPACTING All earthwork completed prior to our arrival. NOTES: (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION) Arrived on job site at 0930 hrs. Met with Darrel Wilson of VTK Construrtinn--Ila requested testing in the building testiniz pad at finish subgradp- Performed Nuclear Franklin - Construction nlacin2 fill material A.S.A.P. Departed job site at 1030 hrg- CONTINUED 0 WHITE COPY TO OUR FIELD FOLDER YELLOW COPY SENT TO CLIENT IF COPY GIVEN TO: REPO ' HEOEIaERG GROHICS APPLIED - TE G - ;s CONSULTA Lj Ll NTS Materials Engineering File No. 93136 Testing and Inspection 27 April 1.993 „< Gentlemen: We have performed An Expansion Index test And a P test on a sample of suit. proposed for. use As impo materiAl for. t.be Uni.t:ed Grocers Store i.n MARaI..iA. sample was delivered to our laborAtor.y by Franklin Construction and was reported to he representAtive of mAteriAl obtained from their Dry Creek Pit on Clark Road. crane :-,• Certification VIK Cons truc1,ion 5050 P.O. Box 1357 j,; „ e,_33 Cohasset Road Magalia, CA 95954 f'= Chico. CA �y• 95926 Attn: Mr. Darrel Wilson „< Gentlemen: We have performed An Expansion Index test And a P test on a sample of suit. proposed for. use As impo materiAl for. t.be Uni.t:ed Grocers Store i.n MARaI..iA. sample was delivered to our laborAtor.y by Franklin Construction and was reported to he representAtive of mAteriAl obtained from their Dry Creek Pit on Clark Road. a.; Very truly yours, > ti APP ED TESTING CONSULTANTS, INC. Sas Jo G. S rs, PE <'= Pres •dent:' { i3'?r�z • -`'fes, i?i'ii''� (916) r, 891-6625 v , IrY The Expansion Index test, ASTM D-4829, indicates this soil is ' virtually non -expansive (EI = 0). The Plasticity Index test resulted in a negative value, which is reported as PI = 0. The soil report for this project, prepared by Lowry/Krazan, states that imported material for engineered fill should have an Expansion Index less than 20 and a Plasticity Index not greater 1 than 15 and not less than 5. 4, Zk The proposed fill soil complies with the recommended Expansion s Index limitation, but does not fall within the recommended range ;J for Plasticity Index. We have called Lowry/Krazan and were ':'; advised that the specified lower limit for Plasticity Index was +; recommended to preclude sloughing and collapse of footing excavations and other trench work. They concurred with our u` judgement that the lack of plasticity in this soil will not Y ti r;µ adversely affect its ability to support bearing loads. The soil submitted to us for testing is approved for use as Cyd? structural fill on this project. However, you are cautioned that the sidewalls of footing excavation may have a tendency to ,t;y collapse. z' a.; Very truly yours, > ti APP ED TESTING CONSULTANTS, INC. Sas Jo G. S rs, PE <'= Pres •dent:' { i3'?r�z • -`'fes, i?i'ii''� (916) r, 891-6625 v , IrY snows -MORON ■ENE■ ENSUE OE■L AMEN 110 'MEL Annual Oslo A SEs \.�\IULI\-/ Dailv Field Report Materials 6050 Engineering Cohasset Road 'ting and Chico, CA inspection 95926 Crane (91.6) Certification 891-6626 PROJECT NAME CLIENT OR OWNER JOB NO. T-2 United Grocers Inc. 93136 GENERAL LOCATION OF WORK OWNER OR CLIENT'S REPRESENTATIVE PAGE T.akpridgp Circle, 1'a Darrel Wilson 1 of 1 GENERAL CONTRACTOR GRADING CONTRACTOR DAILY FIELD REPORT SEQUENCE NO. Franklin Construction 2 TYPE OF WORK GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK McCain 05-03-93 Monday SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN Franklin Pit-RiinCloud Sandy Silt /wind B. Forsythe KEY PERSONS CONTACTED (CIVIL ENGR., ARCHITECT, DEVELOPER, ETC.) Darrel Wilson ELEVATION FIELD TESTING TEST NO. TEST LOCATION DRY MOISTURE % OF F.G. DENSITY CONTENT MAX. DRY lbs./Cu. ft. q DENSITY REFERENCE CURVE COMP MAXIMUM OPTIMUM COMMENTS: CURVE DRY DENSITY MOISTURE NO. lbs./cu.ft. CONTENT% 7 NW rnrnpr of Bldg pad -0.5' 109.8 10.2 96 T-2 11 . Pad -0.2' 108.0 9.8 95 1 T-2 114.8 14.5 OK 9 NE Corn r of Bldg pad @F.G. 108.6 10.3 95 T-2 114.8 14.5 OK DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING. WATERING, CONDITIONING AND COMPACTING Smooth -drum vibratory compactor, Grader NOTES: (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION) Arriued on jo qitp at 0,700 hrs. Met with Darrel Wilson of VIK Construction. IIe tpqti-g in thp huilding pad at intermediate stage to see how the fill requested ig- Pprformpd Nuclear Density testing at the above shown placement was relativelanation's- Test results indira"d satisfactory com action to 90% oribetter. Construction of the test results. Ray McCain - indi - cated thnt Franklin would proceed with acm nt of fill material.`Additional be required an ht,; ld;ng pad is completed. Departed job site at 0815 hrs. testing wi3l CONTINUED ❑ WHITE COPY TO OUR FIELD FOLD Ebt YELLOW COPY SENT TO CLIENT LK COPY GIVEN TO: REPOY: H HEDElBERG 0RIIPHIC3 ANSON III map A 14 ff- .. ■ �■ §�dLJ■L.Mb-& Dailv Field Report Materials 6060 Ea%lneer(ng Cohasset Road Testing and Chico, CA Inspection 96926 Crane (916) Certification 891-6826 PROJECT NAME CLIENT OR OWNER JOB NO. Maealia Market United Grocers Inc. 93136 GENERAL LOCATION OF WORK OWNER OR CLIENT'S REPRESENTATIVE PAGE Lake ridge Circle, Magalia Darrel Wilson 1 01 1 GENERAL CONTRACTOR GRADING CONTRACTOR DAILY FIELD REPORT SEQUENCE NO. Vik Construction Franklin Construction 3 TYPE OF WORK GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK Bldg Pad Construction Ray McCain 05-05-93 Wednesday SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN Clear warm B. Forsythe KEY PERSONS CONTACTED (CIVIL ENGR., ARCHITECT, DEVELOPER, ETC.) Darriml Wilson ELEVATION FIELD TESTING TEST NO. TEST LOCATION DRY MOISTURE % OF F.G. DENSITY CONTENT MAX. DRY Ibs./cu. It. % DENSITY REFERENCE CURVE COMP MAXIMUM OPTIMUM CURVE IMV DENSfrV MOISTURE NO. lbs/a. N. CONTENT % COMMENTS: OK 11 1 NW r-ornpr (if Bldg pad @Fr. 1112-2 12.1 98 T-2 114.8 14.5 OK - 14.'5 OK OK I ZL Mid—sprti on Bldg pad S.End @FG 112.0 11-6 i T-2 114.8 .14.5 OK 1 1; q1F. f)rnpr nf Bldg pad @Erx 112.0 12.2 98 T-2 114.8 0 0 4 OK DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMPACTING All earthwork completed prior to our arrival. NOTES: (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION) Arrimpil nn jah site at 1130 hrs- Met with DgirrAl Wilson of VTK Construction, lierPqiiAstAd testing in the huilding pad at finish gradin Plevation. Performed t Pynpqn trnnistilrp- llowpypr, tpqtq wprt- tqkpn in these areas with satisfactory �. CONTINUED ❑ WHITE COPY TO OUR FIELD FOLD Ef3 YELLOW COPY SENT TO CLIENT COPY GIVEN TO: REPO HEEMELSER0 OMWiCS naiiv Paid Revert Materials 6060 - Engineering Cohasset Road. Testing and Chico, CA Inspection 96926 Crane (916) Certification 891-6626 PROJECT NAME CLIENT OR OWNER JOB NO. Ma glia Market United Grocers Inc. 93136 GENERAL LOCATION OF WORK OWNER OR CLIENT'S REPRESENTATIVE PAGE Lakerid a Circle Ma glia Darrel Wilson 1 °f 1 GENERAL CONTRACTOR GRADING CONTRACTOR DAILY FIELD REPORT SEQUENCE NO. Vik Construction Franklin Construction 4 TYPE OF WORK GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK Parking Lot Sub rade Ray McCain 10-07-93 -Thursday SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN T-3; Native Red/Brn Clayey Silt Clear/warm J. Sears office from the parking area on KEY PERSONS CONTACTED (CIVIL ENGR., ARCHITECT, DEVELOPER ETC.) widely, with an average of about Darrel Wilson TEST NO. TEST LOCATION ELEVATION FIELD TESTING REFERENCE CURVE DRY MOISTURE % OF COMP MAXIMUM OPTIMUM COMMENTS: RE DENSITY CONTENT MAX. DRY CURVE DRY DENSITY MOISTURE Jt. % DENSITY NO. lbs/a. It CONTENT % See Location Map Attache FSG 8 .9 27.2 90 T-3 94.6 28.3 See Location Map Attached FSG 91.8 28.5 98 T-3 94.6 28.3: See Location Map Attached FSG 105.5 17.7 112 T-3 94.6 28.3: See Location Map Attached FSG 89.9 25.0 96 T-3 94.6 28.3 See Location Map Attached FSG 99.9 21.2 106 T-3 94.6 28.3 ' See Location Map Attached FSG 101.1 17.3 107 T-3 94.6 28.3' DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMPACTING All earthwork completed prior to our arrival. NOTES: (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION) Arrived at the job site at 1430 hrs. Performed nuclear density testing in the Parking area subgrade at the locations shown on the attached map. In place field densities -were compared to a moisture -density curve prepared on a sample of material obtained b 'our' office from the parking area on an earlier date. Indicated relative com action=varied widely, with an average of about 102%. Project Superintendent, Darrel Wilson, -was informed of the results of these test before leaving the site. Large variations`,in' indicated relative compaction are probably due to varying amounts of ravel•'aiid ,or` anic ' contamination in the soil. Only the easterly 1/2 of the parking lot was tested,�66e6ause' the westerly portion of the lot had already been covered with geo-textile. De arte& the"' project site at 1600 hr. i CONTINUED:0 ) WHITE COPY TO OUR FIELD FOLDER YELLOW COPY SENT TO CLIENT 14 I COPY GIVEN TO: R ORT BY: f � F HEMElaERO MACHICS ' 41 /V -7reS1" Inspector's Daily Report PROJECT: United Grocers, Magalia FILE NO: 93136 Materlab ISWO Engineering Wwmt Road Chloo, CA o� actin (818) OnWicatton 8918825 INSPECTOR: J. Sears PAGE NO: 1 of 2 WEATHER: Clear/Warm DATE: 05-13-93 Arrived at the job at 0945 hr. to inspect reinforcing steel placement prior to commencing concrete Dlacement for perimeter footings. Met with Carl Nelson of the butte County Building Department to go over the approved set of plans. Special note was made of those locations where vertical reinforcement was doubled: wall ends, iambs, corners and on each side of expansion joints. Also noted that a change in the spacing of the north wall vertical reinforcing steel (from #5 @ 48" O.C. to #6 @ 32" O.C.) had been issued by the structural engineer, but this change was not included in the approved plan set. The structural engineer was contacted to submit this change to the county for approval. As a result of the non -approved reinforcing detail for the north wall and footing, the contractor decided to delete that portion of the footing from the work to be accomplished today. Concrete placement began at Grid 1/F.8 and proceeded southward to 1/B and then eastward to B/3.4. At about 1400 hr., Mr. Nelson returned to the job to check on the status of the change in reinforcing steel for the north wall. The project superintendent, Mr. Darrel Wilson, was in receipt of a fax copy of the change which was submitted to the County Building Dept. Mr. Nelson called his office and received verbal approval of the submitted change. This change required #5 footing dowels @ 32" O.C. throughout the entire length of the north wall, with #6 vertical wall reinforcing @ 32" spacing. In anticipation of approval of this detail by the IE®EleERO aaw,Ke ""'- on-MINN IIIC:. A 0 OF . t �. Inspector's Daily Report PROJECT: United Grocers, Magalia FILE NO: 93136 Engineering-"Whaeeec Road Tang and - Chico, cn impaction •86928 Crane (916) Certification 891.8626 INSPECTOR: J. Sears PAGE NO: 2 of 2. WEATHER: Clear/Warm DATE: 05-13-93 Building Department, the contractor had already relocated the #5 footing. dowels, to 32" O.C. Placement of concrete for the north wall perimeter footing• commenced about 1430 hr. and continued until 1715 hr. with a 3/4 yd. clean-up load. Departed the job at 1715 hr. and returned to the office at 1745 hr. REDElBERO ORAPHMS 1 aaarm P:a•• �a!'=Y=�,am ■■► A /n■ is Daily ReDort PROJECT: United Grocery - Magalia Market FILE NO: 93136 sMstu{W • 6060 Chioa CA Inepectlon 96926 Crane (919) Certltt¢at on 8918626 INSPECTOR: J. Sears PAGE NO: 1 of 1 WEATHER: Clear/Warm DATE: 05-17-93 Arrived at the job site at 1000 hrs to inspect placement of reinforcing steel in the south and east perimeter footings and interior column pier footings. Met with Rod Taylor of Butte County Building Depatment and reviewed footing details and reinforcing schedules. All reinforcing was found to be in accordance with the approved set of drawings. Two pilaster footings on the east side contained rebar with less than 3" of clearance between the bars,and the soil. This condition was corrected. All excavations were free of .loose soil. Concrete placement commenced about noon and proceeded until about 1500 hrs. A sample was obtained for compressive strength testing at 1350 hrs. (Slump = 2 1/2"). Water was added to yield +/-4" slump. Placement area today was the entire east wall footing (except for a section on Line 6 between B.0 and B.7), the south wall footing from 3.1/A.o to 6.0/B.0, and interior pier footings. All concrete was thoroughly vibrated after placement. Commenced { masonry inspection at 1500 hr. =1 IEDEIPERO OMMIC9 CHARLES L. FRIES, President HOWARD K. ANDERSON, v.r File No. 3852 May 26, 1993 CAPITOL ENGINEERING LABORATORIES, INC. Materials Testing - Inspection e Crane Certification Applied Testing 5050 Cohasset Road Chico, California 95926 Attention: John Sears Subject: Concrete Masonry Unit Compression Testing Dear John, On May 24, 1993 two sets of three CMU's (concrete masonry units) were processed for full -block compression testing. The following table summarizes the results of the tests: Sample Date Set/# Load (lb -force) Pre -construction (Set I) 1A 116,675 05/17 1B 121,420 1C 109,450 First 500 sq/ft (Set II) 2A 139,710 05/20 2B 125,370 2C 124,980 Note: Block area is 62.6 sq/in. f'm (psi) Ave f'm (psi) 1864 1940 1750 2232 2003 1996 If you have any questions call Barry Lotz or me. day. Very truly yours, T!�3 ERING LABORATORIES, INC. Soul6s 052693.255/sv 1851 2077 Have a good 631 Commerce Drive - Roseville, CA 95678 - (916) 786.2488 - (916) 965-8788 - FAX (916) 786-9372 SENSE-Rosom smopo rooms NEEL ANNE NEW A /ME V' i ■ . `■ PROJECT: Inspector's Dai United Grocers. Maealia FILE NO: 93136 INSPECTOR: J. Sears PAGE NO: 1 of 1 Materials 8080 Engineering • CAasset Road Inspection 88928 Crane (818) Certification 891-6828 WEATHER: Partly cloudy/Warm DATE: 06-03-93 Arrived at the iob at 1130 hr. Contractor had constructed east wall up to 4'' AFF from the expansion joint at Grid 6/B.9 to 7/G. This section of wall was inspected and found ready for grouting, except for installation of horizontal reinforcing at 4' AFF. The remaining portion of perimeter footing from Grid 6/B to 6/B.9 was excavated -and reinforcing steel was installed. This portion of the work was inspected by me and the county inspector at about 1245 hr. and approved for concrete placement. CMU placement was commenced on the B line from B/4.7 to B/6. Forms are also being constructed for column footings (total of 5) on the A line at the store entrance. The county inspector returned'at 1400 hr. and inspected CMU placement from Grid 6/B.9 to 7/G. This portion of the work was approved for grouting up to 4' AFF. The column footings on'A line were also inspected and approved for concrete placement. Concrete was delivered at 1500 hr. and placement in the perimeter footings and column footings was completed by 1600 hr. All concrete was thoroughly consolidated by mechanical vibration. A sample was obtained for compression testing and `slump was measured at 3". Grout placement commenced at 1615 hr. in the portion of the east wall which was approved earlier. Contractor then commenced placing CMU on the freshly placed concrete footing from B/6 to B/6.9. Two courses of' ,r. CMU were laid up in this area before work shift terminated at 1800 hr. Departed the job at 1800 hr. and returned to the office at 1830 hr. HEIDMERG GRAPHICS CHARLES L. FRIES, President HOWARD K. ANDERSON, V.P. File No. 3852 June 14, 1993 CAPITOL ENGINEERING LABORATORIES, INC. Materials Testing • Inspection • Crane Certification Lab No. 562-152 Applied Testing 5050 Cohasset Road Chico, California 95926 Attention: John Sears Subject: Concrete Masonry Unit Laboratory Testing Dear John, The following is a summary of results on samples received June 4, 1993: Compressive Strength (psi): Sample # 8x8x8 Split Face 1 2810 2 2570 3 3570 AVG 2980 Respectfully submitted, CAPITOL ENGI ERING LABORATORIES, INC. 'J G. Bary Loth, C.E. 061493.308/sv 8x8xl6 Smooth 2310 2150 2130 2200 631 Commerce Drive • Roseville. CA 95678 9 (916) 786.2488 • (916) 965-8788 • FAX (916) 786-9372 ■anus-M■MMM 00 min ��11►J■LAb-M insnectorys va FROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 1 of 2 &Wftftring:aohasset Road Teit�ar4 Umpmdon 96926 Crane • (816) OmWleatlon 891.8826 WEATHER: Clear - Warm DATE: 06-25-93 Arrived on the iob site at 1030 hrs. to perform inspection of the.loading,dock retaining wall footing. After reviewing the approved plans, we noted that they installation differed from that shown in detail 4/S3 of the approved structural drawings. The Butte County inspector had not arrived at the site yet. We contacted John Henry, structural plan check engineer for the County, regarding a supplemental detail provided on Sheet 7, dated 04-19-93, from the project, structuralengineer, which was the detail which had been used in placing reinforcement. John Henry advised that he fairly sure that the detail ha&.been approved, but that the county inspector would have to check it against wh'af he had been provided. As a means of expiditing the process, we faxed a copy of the detail on Sheet 7 to John Henry's attention. We reviewed the contractor:'s- installation against the detail on Sheet 7 and found everything to our satisfaction except as follows: 1) several locations were pointed out to•the' contractor where less than 48 bar diameter lass had been provided. We directed that the contractor provide an additional splice bar to assure adeauate•146:1,' 2) where the storm drain line impacts on the amount of concrete cover for-' rebar, we made certain that a minimum 1" of cover was provided for. We-le-it, a note detailing all of the above for the county inspector and departed the s-ite at 1230 hrs. to return later, after the county had made their inspection. Returned at 1430 hr. The county inspector had just approved the retaining wall IEIDEl9ER0 ORAPMIC9 Inspectors Da 'Cbhasset Road .Testing and Chico, CA Inspection. 96928 Qmne (916) CuWtcatlon 8916626 PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 2 of 2 WEATHER: Clear - Warm DATE: 06-25-93 footing for concrete placement and concrete was on order. Remained on the job site to observe placement operations. All concrete was placed at a 4" slump or less and thoroughly consolidated by a means of a mechanical vibrator. A total( 0 �o HEIDEIBERG GRAPHICS Dai > .506fl ftineering ..09tasset Road Testing and Chico; CA inspecUon 96926 Crane, (919) Oultncsrion 891-6626 PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 06-30-93 Arrived on the job site at 1200 hrs. to pick up concrete samples and to perform preliminary inspection of loading dock retaining wall reinforcement prior to closing of the wall forms. All placement of reinforcing steel was in accordance with the approved details and the footing surface was found to be satisfactorily cleaned of obiectionable material. The contractor was still in the process of preparing the grease trap footing and did not have it ready for- inspection orins ection duriniz our visit today. Departed the 'ob site 130 IEDEleERO OIUPIOC9 MEN.M^MxMMM APFU■°SMR ED : Materials � >�� 6060 Cohasset (toad lip =fir TE Inspection W9 6 � �Y� .- . . ' '° CONSULTANTS Crane 16) (91- •..�\J.f`%\�� OertlflcatJon 881�882B Inspector's Daily Report PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 07-01-93 Arrived on the job site at 1030 hrs. Performed inspection of reinforcingl`steel placement for the loading dock retaining wall & grease trap footing. Rebar placement was found to be as shown on the approved plans. All concrete was placed in a workmanlike manner and consolidated by means of mechanical vibration. Sampled concrete at @ 6 yards, slump 3". Departed the job site at 1300 hrs. The contractor had nearly completed constructing forms and - installing reinforcing steel for the footing of the trash compactor enclosure. ' We advised the contractor that if they were able to get the county inspector to look at the reinforcing steel placement, we would return to conduct our inspection. If everthing was in accordance with the drawings at that time, he would be permitted to place concrete. Returned to the site at 1530 hrs.'and� found all reinforcing steel placement satisfactory. Observed Placement of concrete for the trash enclosure footing. A sample of concrete was obtained from this work for compression testing. All concrete was placed in a workmanlike manner and thoroughly consolidated by mks o" mechanical vibrator. Departed the job site at 1700 hrs. IQDEWERO ORI "=S 'i HERO • Matala)a ww &%VwerW C*mwt Road 8 CA nand 1nspftAGane INSPECTOR: (818) Cerditmdon 881$825 s Dailv Resort PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 07-02-93 Arrived on the iob site at 0700 hrs. to observe vlacemerlt of concrete for retaining wall footings. We had already performed inspection of the footings. yesterday when they were near completion: The county building inspector had since been to the site and had approved the footing for placement. All concrete was placed in a workmanlike manner and consolidated by means of mechanical vibration. Sampled con re a at 9 yards with slump of 4". Departed the iob site at 0900 hrs.z,-� Dailv Resort PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 1 of 1 MaterWe: 6868 En&w ing : Coh"*t road hupection 95M Cane (916) Certification 8916826 WEATHER: Clear - Warm DATE: 07-07-93 Arrived on the job site at 1330 hrs. to pick up concrete samples and to perform preliminary inspection of trash compactor enclosure wall and the loading dock retaining wall reinforcement prior to placement of concrete. All reinforcing steel was installed in accordance with the approved details and the footing surface was found to be satisfactorily cleaned of objectionable material...,. Remained on site to observe placement operations. We became concerned by the lack of any apparent means of making the reach to deposit the concrete in -the forms. The grade next to the loading dock ramp was so heaped with excavation x spoils as to make backing a truck into position nearly impossible. Contractor resorted to transporting concrete to the far corner of the forms in buckets and was barely able to complete placement of concrete for the compactor enclosure walls before the 90 minute limit was exceeded. A samule of concrete was'taken r. at 4.5 yards, slump 4", temp. 90 degrees. The contractor was not able to�place remaining concrete due to the time limit having been exceeded, but also due,:to, an even more difficult approach to the embankment retaining ll over a dee drainage ditch. Departed the job site at 1600 hrs. J W& I NEORLSERO GROWS NMNMs—NMMM E noun APPLIED mateeaw � t ftad S ::.._Y Ass TESTING Wim. W?� &"- CONSULTANTS `a'e' . ■r4\J.L%\..� Owd ogtlttcntlua- 891826 Inspector's Daily Report PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 07-08-93 Arrived on the job site at 1300 hrs. to observe concrete placement operations for the Line G embankment retaining wall. The reinforcing and forms had been inspected during our visit to the job site yesterday. Concrete arrived on the job site at 1330 hrs. The contractor had constructed a plank walkway from'the -I-- embankment to the top of the forms to allow for wheelbarrowine from the readymix truck to the forms. This system, while awkward and time consuming, still seemed to work much better than the operation yesterday. All concrete was thoroughly consolidated by means of mechnical vibration. Collected a IE W WWRO OMMICS ■E■■M- MMMMM HER PIM Yam saw A -440 V' .. ■ ■ \.d/\JMLAb—R Inspector's Dai PROJECT: United Grocers, Magalia INSPECTOR: J. Sears Materials - '6M Englneering Cohamt Rosa `'leafing and- ;Chico, CA Inspection M26 - Cram ; (916) Outitication 881.6626 FILE NO: 93136 PAGE NO: 1 of 1 WEATHER: Clear/Warm DATE: 07-21-93 Departed the office at 0600 and arrived at the jobsite at 0630 hr. for inspection of concrete forms and placement of reinforcing mesh. Approved plans were studied to determine slab reinforcing and jointing details. An inspection of the area to be poured today indicated everything was in order and per plans. No. 4 smooth dowels 31 long -had been inserted through the forms at 24" O.C. for shear reinforcing across the construction joints. Concrete arrived at 0730 hr. Mix design was verified to be 5.0 sack, 3500 psi. Initial slump of first load was measured at 3" and was adjusted to 3 3/4" prior to commencing placement. All subsequent loads were adjusted to produce a slump between 3 1/2" and -4". Each load was inspected and tested for slump prior to commencing placement. Area of concrete placement today was bounded by grid lines 1-2 and B-E. Placement proceeded from Line E to Line B. A sample consisting of three test - cylinders was obtained at 0830 hr. from the second truck (157). Slump was measured to 3 1/2". Ambient air temperature was 68 degrees and mix temperature was 75 degrees. Concrete placement for the floor slab completed at 1100 hr. See additional report this date for further concrete placement accomplished 1EDElaERO OMPHICS ■MMMR_MMMR■ Moore iiiii MEMO► i� .■ NO► 1 a AM S�MLJMLAb-■ Insaector's Da PROJECT: United Grocers, Magalia FILE NO: 93136 INSPECTOR: J. Sears PAGE NO: 1 of 1 Is. 6080 ring Cohesset Road • and ..Qdco, CA Omne (816) Cerdfleatlon 881-6926 WEATHER: Clear/Warm DATE: 07-21-93 Upon completion on concrete placement for the floor slab at 1100 hr. contractor indicated he wanted to place concrete for a small section of footing at Line 71, between Lines E and F. The contractor had a hand drawn sketch, stamped by the structural engineer, indicating the size and reinforcing layout for the footing. There was no indication on the drawing that it had been approved by the County Building Department. An inspection was made of the footing excavation, and other than a few minor adjustments in width of trench and rebar clearance, everything was in accordance with the stamped drawing. The County. Building Inspector arrived on the job about 1200 hr. and advised that he had. not previously inspected the footing and could not approve concrete placement because it was not shown on the County -approved drawings. Nor was the engineer's drawing stamped by the Building Dept. This created a problem, because the contractor had acted on my approval and ordered concrete. A search of the project office revealed that the engineer's drawing had been faxed to the County Building Dept. of June 24, but had not yet been approved. A phone'' call to the Building Dept. got the drawing approved, stamped and faxed to the project office by 1400 hr. Concrete arrived at 1350 hr. and placement began•at' 1415 hr. Slump was approx. 4" and all concrete was mechanically vibrated. No'_ test samples were taken due to size of the pour (about 3.5 cy). Departed the job at 1500 hr. and returned to office to prepare r%port. U. XEDELSERO 6MPHIC9 ■■■■■-■■■■■ ■■■■D ■■■■■ 0 1r\ I\■■■ ■■' "Y" lm■ ■■P A JIM S.IIL ELAN—• Inspector's Dai PROJECT: United Grocers - Magalia Market FILE NO: 93136 Materlols 6080 Engineering.' Cohasset Road Testing and Chico, CA Inspection •86926 Qwe (916) Certftication 891-6626 INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm . DATE: 07-30-93 Arrived on the job site.at 0630 hrs. The contractor had prepared the refrigerated meat preparation area for concrete placement (between Grid Lines' 3 -4/E -F and 4 -4.5/E -F). The perimeter slab between Grid Lines F.5 -G/3-5 had also been prepared. Noted that ASI 411 had not been followed in that 'the footing as shown in Detail -#2 had not been excavated on Lines 3.5 and 4.5. Instead, the footing had been excavated on Lines F and F.S. Superintendent Darryl Wilson contacted the project engineer regarding the detail. The engineer was advised that the reefer walls at lines 3.5 & 4.5 were non-bearing walls. The engineer was under the impression that the walls were intended to be shear walls. After having reviewed the wall sections for the walls on 3.5 and 4.5, the project engineer deleted the requirement to provide footings'•per detail 412. Also had to have the contractor regrade the sand in the slab area to provide a full 4" concrete slab thickness, as several locations were noted where only a 2 1/2" thickness would have been provided. Sampled concrete at'9 vards. truck 4155. All concrete was vlaced in a workmanlike manner. Departed the iob site at 1100 hrs. �I MEDEIBERa aRAPHICs Dailv Report PROJECT: United Grocers - Magalia Market FILE NO: 93136 AM :Cohssaet Road and Chico, CA on 86926 Crane (816) Certification 891-6626 INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 08-03-93 Arrived on the job site at 0630 hrs to perform preplacement inspection of reinforcing steel for floor slabs between.Grid Lines E -E.75/1-2, F.5 -G/2-3 (except for the reefer & bollard blockouts), and F -G/5.2-6, including the,-'- loading he�loading dock area E.5 -F/6-7. The contractor had placed the raised section 4f" slab for the electrical panels yesterday. Other than localized high, spots -in the grade, which were corrected to our satisfaction, no problems were noted. We advised Darryl Wilson that we were concerned over the significant travel time required for the readymix trucks - about 55 minutes in route: 90 minutes is the maximum load life from time of batching. This leaves little time for on site situations that may delay discharge. A total of 32 yards were placed NE WElaENO GRAMICS HI F • 1111 �c!.,Y:...� ■p► A -4 Materials 6060 Engineering Cohawet Road Testing'and Chico, CA Inspection 96928 Crane (916) CorWication 891.8826 Inspector's Daily Report PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 08-06-93 placement commenced at 0700 hrs. All placement Arrived on the job site at 0630 hrs. Contractor had prepared to place Sampled concrete at 9 yards. All concrete was placed at an approximate exceeding 4". Departed the job site at 1200 hrs concrete floor slab between Grid Lines );-E. S/6-7. All preparations were found'_ to be satisfactory. Concrete NES7EIaERe OtUP111CS placement commenced at 0700 hrs. All placement operations were performed in a workmanlike manner. Sampled concrete at 9 yards. All concrete was placed at an approximate exceeding 4". Departed the job site at 1200 hrs 3 1/2" slum with none NES7EIaERe OtUP111CS SOMME—MENEM irp qmom m 001.114••0100 EppA -400 III -dow A LA\—a Inspector's Daily Report PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 08-10-93 01 Arrived on the job site at 0700 hrs. Contractor had prepared to place preparations were found to be satisfactory. Concrete placement operations commenced at 0750 hrs. Also placed today was the mezzanine slab over the freezer. All concrete placement operations were performed in a workmanlike manner. A total of 50 yards were placed today. Sampled concrete at 36 yards, slum 4". All concrete was placed at an approximate 3 1/2",&lump with none exceeding 4". Departed the job site at 1200 hrs bA\7 HEIDEl8EP0 GRAPHICS Materials 6060 Engineering! Cohasset Road Testing'and, Chico, CA Inspection 96926 Crane (916) Certification 991-6626 Inspector's Daily Report PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 08-10-93 01 Arrived on the job site at 0700 hrs. Contractor had prepared to place preparations were found to be satisfactory. Concrete placement operations commenced at 0750 hrs. Also placed today was the mezzanine slab over the freezer. All concrete placement operations were performed in a workmanlike manner. A total of 50 yards were placed today. Sampled concrete at 36 yards, slum 4". All concrete was placed at an approximate 3 1/2",&lump with none exceeding 4". Departed the job site at 1200 hrs bA\7 HEIDEl8EP0 GRAPHICS MESE■"■■■■■ Materials 6060 Exxon ONES■ ■o! PEo ■ E�i Engineering Cohasset Road �► is S UP`—Y—'1°ITESTING T and Ins etlon 9Chico, CA 5926 9B928 "- "• CONSULTANTS (erne `918' Certification 891826 Inspector's Daily Report PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 1 of WEATHER: Clear - Warm DATE: 08-12-93 Arrived on the job site at 0700 hrs. The contractor had prepared for placement of floor slab between Grid Lines B -C/2-2.5 and C -F/4-4.5. All preparations were found to be to our satisfaction. All concrete was placed in a workmanlike manner at a slump of +/- 3 1/211. A total of approximately 60 yards were placed. One truck had difficulty discharging its load as a result of a broken hydraulic line. The truck was repaired in time to allow the load to be partially discharged before exceeding the 90 minute maximum limit. Reviewed the requirement for A325 high strength bolting inspection with the project engineer and Butte County plan check engineer John Henry. It was resolved that no inspection of bolting was required due to the fact that the bolts were not in tension. The project engineer advised that he would fax an ammended detail HsoeLseRa oRAaMcs .••••�••/•• APPLIED TESTING &.11111&" = ° CONSULTANTS Inspector's Daily Report PROJECT: United Grocers - Magalia Market INSPECTOR: R. Thacker WEATHER: Clear - Warm Materials 5050 Engineering Cohasset Road Testing and Chico, CA Inspection 95928 Crane (918) Certification 891-8825 FILE NO: 93136 PAGE NO: l of 1 DATE: 08-13-93 Arrived on the job site at 1100 hrs. The contractor had prepared for placement floor slab between Grid Lines B.5 -C/2.5-4.5. All preparations were found to be satisfactory. The Butte County building inspector had already made his inspection and approved this area for placement. One localized high spot in the sand grade was lowered to provide for full thickness of floor slab. A total of 18 yards were placed. All concrete was placed in a workmanlike manner. A test sample was obtained a .18 yards, truck 57, slump 3 1/4". Departed the job site at 1300 hra"'-� �-\IA HECEWERG GRAPHICS Inspector's Da PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Sprinkle PAGE NO: 1 of, 1 WEATHER: Clear - Warm DATE: 08-18-93' Arrived at the jobsite at 0930 hr. for special concrete inspection. Area.,of.' concrete placement today is between Grid Lines B -B.5/2.5-5. All preparations for concrete placement were in accordance with the approved plans and specifications. A sample was obtained for compression testing from Truck!'# 8 at 18 c.y. Temperature of the mix was 80 deg. All concrete was placed.at`an approximate slump of 4". Departed the job at 1130 hr. oil F, oil ommmo—somanMaterials6050 ■mmus Pigs. NOV - APPLIED Amonurk,,=imi: TESTING � � 6 CA F:AAL::r`: CONSULTANTS «cation �e.WZs Inspector's Daily Report PROJECT: United Grocers - Magalia Market FILE NO: 9313.6 INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 08-26-93 Arrived on the job site at 1300 hrs. Concrete was already on site. The concrete pump had plugged -up and was under way making repairs. We noted that the sand grade made around the floor drains in the milk cooler slab was very high. These high spots were corrected as well as other locally high spots in the grade. Concrete placement was complicated by the very short, half-hour window of time remaining on the 90 minute limit from time of batching:'time between batching and arrival remains about one hour. We allowed some extension of time on the basis that no significant loss of slump was noted and that concrete temperatures were around eighty degrees. Iiowever on the second, delivery we cut the placement off at 105 minutes. This left the meat cooler slab remaining to be placed at a later time. Slab placed to day was line E.5 -F.5/1-2 (milk cooler) and F -F.5/2.5-3.5 (meat freezer). A total of 14 yards were delivered. Sampled concrete at the second load. All concrete was'- „ I I :4'a4 : 4 r HEDEIBERG OMP111CS i r L AN IN �...._ A.... .P► A '48M V , a" —0 Daily Report PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: R. Thacker PAGE NO: 1 of 1 Materials. 5050 IftoneerW : Cohasset Road Testiii,and eco, CA Inspection .'85925 C acne (915) Certification -891.8525 WEATHER: Clear - Warm DATE: 09-01-93 Arrived on the job site at 1100 hrs. Concrete to be placed today was the floor slab between Grid Lines A -B/3-5 at the front of the store. All preparations for slab placement were inspected and found to be in accordance with the approved plans and specifications. Concrete arrived on the job shortly after 1100 hr. Concrete was delivered in six yard loads. The second delivery was difficult to adjust to an adequate consistency for placement; water had to be added several times to reach a workable slump. Observed placement operations. A sample was obtained for compression testing from the second truck after. about half of the load was discharged. Temperature of the sample was 88 deREM slump 2 3/4". truck 157. Departed the iob site at 1230 hrs , / 1EDELSEN0 CAAMICS �■ I I� s vai PROJECT: United Grocers - Magalia Market FILE NO: 93136 Materials 6060 Engineering Cohasset Road Testing and Chico. CA Crane (916) Certification 891$626 INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 09-08-93 Arrived on the job site at 1100 hrs. The contractor had prepared for placement of concrete in the lower 25 feet of the loading dock ramp. All grading preparations beneath the slab and placement of reinforcing steel was found to be satisfactory. Concrete deliveries were adjusted to an approximate 3" slump. All concrete was placed in a workmanlike manner. A total of 9 vards were placed. Sampled concrete at mid load: slump 2 3/4". The contractor had already placed the flat portion (about 8') at the bottom of the ramp yesterday, after having had it approved for placement by the Butte County building inspector. We were notAotified of the placement yesterday. Departed the iob at 1230 h M HEDEIBERG GRAPHICS ■■■■r■■■■■-- - -- - FILE NO: 6050 01Meterlals ■ ■�■,, APPLIED Engineering Cohasset Road U!"41 x;11 TESTING Testing sp ctioonnd 95926 CA • - • •CONSULTANTS Owe (9- \��\J■LI\�• Clear - Warm Certification 881826 Inspector's Dailv Report PROJECT: United Grocers - Magalia Market FILE NO: 93136 -s INSPECTOR: R. Thacker PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 09-09-93 Arrived on the job site at 1030 hrs.to inspect preparations and to observe placement of concrete for the produce cooler, meat cooler and bakery freezer floor slabs. Also inspected preparations for placement of concrete for the.. remaining section of loading dock ramp (top half of ramp). All preparations were found to be in accordance with the approved plans and specifications. Observed concrete placement operations for the floor slab in the produce,'meat and bakery areas. All concrete was placed in a workmanlike manner. A total of 16 yards of concrete were.placed. Concrete was sampled for testing at 16 yards, slump 2 1/2". The contractor was not able to place concrete for the ton sectio4'mf the loading dock ramp today. Departed the iob site at 1230 hrs. HEIDELBERG O URNICS -s HEIDELBERG O URNICS ■EMMw-MMMMM Insaector's Da Materials 6060 Engineering C1ohesset Road Tesdng d CA Inspection 95926 Crane(016) Certlticatlon 8818626 PROJECT: United Grocery - Magalia Market FILE NO: 93136 INSPECTOR: J. Sears WEATHER: Clear/Warm PAGE NO: 1 of 1 DATE: 09-14-93 Arrived at the job at 1400 hr. at the request of Gordon Forester for inspection of rebar placement and to sample concrete for the ramp wall (Line 7, between Lines E and F). Steel reinforcing was inspected in accordance with a structural detail dated 24 June 1993. This detail was stamped by the structural engineer, but did not contain the approval stamp of the County Building Department. Reinforcing steel was found to be in accordance with the engineer's detail. Vertical #4 bars were lapped to #4 dowels extending from the footing at 18" OC. Double #4 horizontal bars were installed at the top and bottom of the wall and single #4 horizontal bars were installed in between at 16" OC. A total of 4 #5 dowels had been drilled into the building wall, but not grouted, about 18' south of Grid 7G. Horizontal steel in the ramp wall was lapped onto these dowels. Approval was given to place concrete in this section of ramp wall. We were advised by the superintendent that the county inspector had looked at the reinforcing steel placement earlier in the day and had approved it. Concrete arrived at 1430 hr. and placement commenced promptly. Slump upon arrival was estimated less than 3". Twelve gallons of water was added and slump was measured at 4". Sample cylinders were cast midway through the load. All concrete was mechanically vibrated. Departed the job at 1530 hr. HEDELBERG GRAPHICS 1,1111,11111,n■�� ■ 1• �PQ 11= = ■ Y � IL AS AWLA&—M Inspector's 1Dot n 61160 IIiylneerins C hamt Road Teffting aml- Chico, CA baWtion ` 86926 Crane (016) Certification '891-6626 PROJECT: United Grocers - Magalia Market FILE NO: 93136 INSPECTOR: M. liaydon PAGE NO: 1 of 1 WEATHER: Clear - Warm DATE: 09-21-93 Arrived at the jobsite at 0800 hr. for special concrete inspection durin placement of concrete in the trash compactor ramp between Grid Lines E -G.5/7-8. An inspection of the reinforcing steel placement indicated is was in accordance with the note of Sheet S1 of the approved drawings, i.e. #3 @ 16" o/c eachtway. Subgrade beneath the slab was graded to provide a full 6" thickness at all locations. Concrete arrived at +/-0830 hr.; Mix No. 5716A, 5.7 sk. All r concrete was placed an approximate slump of 4". A sample was obtained for e compression•testing after about 4 c.y. had been discharged. Placement of concrete completed 0930 hr. and departed the job at that time. i r- n,EU ite county PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 August 15, 1994 Paradise Solid Waste Systems Bill Mannel P. O. Box 1390 Paradise, CA 95967 Re: Administrative Use Permit #95-20 ON- -066-330-016 Dear Mr. Mannel: Enclosed is your validated Administrative Use Permit #95-20 to allow a small collection recycling facility on property zoned NC located at the northeast corner of Farmers Sentry Market, #2 Building at 14001 Lakeridge Circle, Magalia, CA. Should you have any questions regarding this matter, please contact Craig Sanders of this office Monday through Thursday, between the hours of 8:00 a.m. and 4:00 p.m. Very truly PI (moi ingan ger BKH:bd Enclosure cc: Land Development Division Building Division Environmental Health Department Department of Forestry ADMINISTRATIVE PERMIT BUTTE COUNTY PLANNING DIVISION August 15, 1994 DATE 95-20 PERMIT NO. 066-330-016 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Bill Mannel is hereby granted an Administrative Permit in accordance with application filed: July 27, 1994 to allow a small recycling collection facility on property zoned NC (Neighborhood Commercial) located at the northeast corner of Farmers Sentry Market, #2 Building, at 14001 Lakeridge Circle, Magalia, CA. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Section 24- 62. 2. Unless otherwise provided for in a condition to an Administrative Permit, all conditions must be completed by the permittee within 12 months of the delivery of the countersigned permit to the permittee. 3. If any use for which an Administrative Permit has been granted is not established within one year of the date of receipt of the countersigned permit by the permittee, the permit shall be come null and void and reapplication shall be required to establish the use. 4. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. SPECIAL CONDITIONS: The following special conditions shall apply to the small recycling collection facility to be located on AP No. 066-330-016. The small recycling facility: 1. Shall be established in conjunction with an existing commercial use or community service facility which is in compliance with the zoning, building and fire codes of the County of Butte. 2. Shall be no larger than 500 square feet and occupy no more than 5 parking spaces not including space that will be periodically needed for removal of materials or exchange of containers. 3. Shall be setback at least 10 feet from the right-of-way line and shall not obstruct pedestrian or vehicular circulation. 4. Shall accept only glass, metals, plastic containers, papers and reusable items. 5. Shall use no power -driven processing equipment. 6. Shall use containers that are constructed and maintained with durable waterproof and rustproof material, covered when the site is not attended, secured from unauthorized entry or removal of material, and shall be of a capacity sufficient to accommodate materials collected. 7. Shall store all recyclable material in the designated containers, and shall not leave materials outside of the container when attendant is not present. 8. Shall be maintained free of litter and any other undesirable materials. When containers are removed the area shall be swept and kept free of litter. 9. Shall not exceed noise levels of 60 dBa as measured at the property line of residentially zoned or occupied property, otherwise shall not exceed 70 dBa. 10. Attended facilities located within 100 feet of a property zoned or occupied for residential use shall operate only during the hours between 9:00 a.m. and 7:00 p.m. 11. Containers for the twenty-four hour donation of materials shall be at least 30 feet from any property zoned or occupied for residential use unless there is a recognized service corridor and acoustical shielding between the containers and the residential use. 12. Containers shall be clearly marked to identify the type of material which may be deposited; the facility shall be clearly marked to identify name and telephone of the facility operator and the hours of operation; a notice shall be displayed stating that no materials shall be left outside the recycling enclosure or containers. Types of material which may be accepted are aluminum cans, glass, P.E.T., newspaper. 13. Signs may be provided as follows: The small recycling facility may have two identification signs that are each measured at 16 square feet. Signs must be consistent with the character of the location. 14. The facility shall not impair landscaping required by local ordinance. 15. No parking spaces above the five which may be needed for the small recycling facility will be allowed with the exception of one space to be provided for the attendant if necessary. 16. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. Note: Minor changes may be approved administratively by the Director of Development Services or his designee upon receipt of a substantiated written request by the applicant. Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. NOTE: Issuance of this Administrative Permit does not waive requirement of obtaining Building and Health Department permits before starting construction and their approvals prior to use or occupancy, nor does it waive any other requirements. cc: Land Development Division Building Division Health Department Department of Forestry cI� N r M .a N- 1 I f4 zU �� U, 4 i( Q qV .a N- . � U LAMk IL66 C iklC Li ,wr J d f4 _1} 111 pp N Q j - V Q ff E m«1 �I i i i . � U LAMk IL66 C iklC Li ,wr J d z rD LUNCH R00tvi PLYWOOD V, 121 ILI w 0 ✓ I F LA It u,I i LLI V- 0Ir Lo z 14' --(f XJD.W/ ANGLE DAIRY COOLER ON' 7--1/4" 5-cr x lc).—rf CURBS. EPDXY FLOOR 6cr --41, MENS RESTROOM rRESTROOM P 16'-f3" MULT' !�t 8'-- 6�' Jim,I .,.+'{'.: ;K K COVE�E-D ox, 11 -, 1 � sj I DECK 20'-T MUTI1 DECK 20--6" SINGLE DECK MEAT I 1 36' 16" MULTI DECK MEAT IlIrROZEN DELI MEAT 11 M.D. FISH fx:u w 11 1 ff" i W 1 1, 11. 5' ii 3-9- If 5---11- -CrX 13' --Cr w WFRANGLEPAKER EFZFR wl Prr SOFFIT LINE it Lb y 71 r X V) RI 611 1 - �CL a 03 -9 la j64 1 [r Xz `"L U.. wL-3 CI] nu) -2- T- 0 cc m U3 w 'T CL ow Iii w cr < 0 LT - 0 1 f I - 8 LIJ 1 0- 3: U bC, ------ - r) w ------------------- 0 0- 72 0 LOW PROF1LE CIJUNAW —SWINGING DOOR SINK MCROWAVE PREP �f E 1 8.-0" x lo, -T 11 DELI COOLER f - ION 7-1/4' CURB� 1 MENS WOMENS EPDXY FLOOR RFSTROC)M), RESTROOM TO OFFICE MEZZANk I 69'-3" COFFEE Tj N, 0- 0U 24,314 SQ. FT. 0 F REVISION,DATE: :02-03-92 I , u,I i LLI 0Ir Lo z T - Lo uj 5-cr x lc).—rf CHEESE TAF3LE rz CL ID 6cr --41, MENS RESTROOM rRESTROOM P 16'-f3" MULT' !�t 8'-- 6�' Jim,I .,.+'{'.: ;K K COVE�E-D ox, 11 -, 1 � sj I DECK 20'-T MUTI1 DECK 20--6" SINGLE DECK MEAT I 1 36' 16" MULTI DECK MEAT IlIrROZEN DELI MEAT 11 M.D. FISH fx:u w 11 1 ff" i W 1 1, 11. 5' ii 3-9- If 5---11- -CrX 13' --Cr w WFRANGLEPAKER EFZFR wl Prr SOFFIT LINE it Lb y 71 r X V) RI 611 1 - �CL a 03 -9 la j64 1 [r Xz `"L U.. wL-3 CI] nu) -2- T- 0 cc m U3 w 'T CL ow Iii w cr < 0 LT - 0 1 f I - 8 LIJ 1 0- 3: U bC, ------ - r) w ------------------- 0 0- 72 0 LOW PROF1LE CIJUNAW —SWINGING DOOR SINK MCROWAVE PREP �f E 1 8.-0" x lo, -T 11 DELI COOLER f - ION 7-1/4' CURB� 1 MENS WOMENS EPDXY FLOOR RFSTROC)M), RESTROOM TO OFFICE MEZZANk I 69'-3" COFFEE Tj N, 0- 0U 24,314 SQ. FT. 0 F REVISION,DATE: :02-03-92 � / ���y � � � \ � :\ \ X23 didr. ri '1 'CtCji BUTTE CO. PLANNIN'd DE PARTMENT VO WAWS 'til [ A. - ... ..... : � _'#. x: a