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066-310-015
066-310 015 r& 016�I t ;fix 97.=13' = y USE ;PERMIT;. 66-31-15 DEL ORO WATER COMPANY 141*7 Lakeridge Ct, Magalia Permit#3539-83B(.,ew office/sho /garage) wt A MM= Mw�i I MWE ,(,�",yk ,tee°�� 3� L ZIzW16,�( SX� � `vim(.✓ A�O t. PERMIT NO ;3539-83B PERMIT EXPIRES `/�! �Jr if OWNER _ DEL ORO WATF� ,XCMPANY CONTR. owner ASSESSOR PARCEL 66-31--'15 LOCATION 14137 Lakeridge Ct, Magalia I-OeM- A E_y 14 -T15 --,40r,1—, Tern Paer Pole 0, railed PG&E rw Ckc)-L144, Temp. Elec. Service - Called PG&E Temp. Gas Service -7 7 Cal led PG&E — JOB FINALED (Date) xw/,/ f Signature 4 OFFICE COPY Address GAS Date— Meter1y- ELEC pates Meter B 8� I-OeM- A E_y 14 -T15 --,40r,1—, Tern Paer Pole 0, railed PG&E rw Ckc)-L144, Temp. Elec. Service - Called PG&E Temp. Gas Service -7 7 Cal led PG&E — JOB FINALED (Date) xw/,/ f Signature V = OK 0• =• Not OK - = Not Applicable Not Ready MOBILEHOMES 1 ' 9 MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except k's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except ✓f's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/O -Concrete _ 3. Decks; Girders and/or Joists_Decking-Bracing-Stairs-Rails 4. Water; Location -Test -Easement Needed (Sketch) _ 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing_ 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns-Corinections-Splice-Decal-Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat.or/ /"L" ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI _ Date Card -BI Date Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date _ POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances _ 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit - 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date r J = OK 0 = Not OKt - = NorApplicabie RESID•ENTIAt (Single and Duplex) = Not Ready Date UNDERFLOOR (Plans) OK except N's Date FRA G Continued 1. Zoning requirements-Setbacks-,Easements, Property Line Firewall & Openings , L 7dFtg., Main; Soils-Steel-Er ,lec. Grnd.- / /" Ftg. Depth 49lExt. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- P, /" Ftg. Depth 50/8iairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Ply ood on Roof Overhang -Attic Vents -Rafter Outriggers Zf 81emwaIIs, Main; Steel -B lockouts -Wrapped -Slab ding -Nailing -Veneer 6. Stemwalls, Garage; Steel -B lockout s -Wrapped -S 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7, Piers -Fireplace Ftg.-Steel lazing Area -Glass Protection -,41 ights-P astic 55. Shear Walls; Nailing -Bolts - CF %� ✓ D.W.V.: Fall -Fittings -Test -2 way C/O99W55 �r 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test-Anchors-Regulator-Servi est -�AC�� EC AIO��: 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. irders-Sills-Anchor Bolts -Joists -V nts-Cripples Card -BI Date / and -BI Date Card -BI Date Card -BI Date Card -BI Y/ Date - - Card-BIDate 7i Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's Card -BI Date Z.Io - Card -BI Date Date PLUMBING (Perm.it) OK except q's _ 14. Water Ht.; Vent -Access -Combustion Air 56. Ext. Steps -Door & Sidelight Protection -Landings 57. Sm Ake Detector urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; T Anchors-Nail.Pro ' n 16. D.W.V. T ngs &Anchors- ail tech n 59. ing 'fir Pan; Test, First Floor -Tub Access. &'Bath Fixtures & Tub Access `-- & Shower, 2nd Floor -Tub Access lec. Trim & Subpanel; Breaker Sizes -Labels __Sest-�t�b U re -8!1 **_•'Anchors 62 Stairs & Rails ..Ga- F:*rPPIPrP Stove; Clearances -Hearth .1,64-.-Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date r/(-� Card -BI Date - ss Kir l=ivt -& Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 'OTitlets & Receptacles at Kit. Counter Date ECTRICAL Permit OK except q's .67--@arage.F-ire-Door; Swing -Landing -Closer uct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In G ge; Above Floor-Mech. Protection �_ ec. Receptacles Spacing -Lights &Switches at Doors Ib., Elec. &Mech. Equip. Listed for Location , Mze Boxes & No. of Conductors -Stapled ceptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. --_ 2t}.• Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water .Z2._La"at.ion-Foam-Looked in Attic ❑Yes _T7�ppliance Circuits in Kitchen &Conductor Size Rails & Deck Construction -Post Caps �4 Loked un & Crawl Hole Door -Drainage &Wood -Earth Clearance ' Looked under Floor ❑ Yes ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI - -- circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI, _-_ Insulated Neutral .]Yes ❑No _-ervice-Riser Conductors & Ground -Main Disconnect 75. Following instld.: Drive ❑ No; Walks es ❑ No; 1 Planters []Yes ❑No ..�grgTpLCII Brown -Finish - -- 9a__.E4uip. Clearances; Panels-Motors-Mech. Equip. C. Unit; Disconnect-Cirnces-Brkr. & Cond. Size -115V Outlet ^8@r-6+athes Closet Light -Shower Light - nts Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. ------------------------------- -- �/�-�B�&ne-rior.E12 Card B-tY( Date ,_ Card BI _ Date Card B -I A Dat Card -BI Date Date C CAL (Perrr,it) OK except #'s >!? Water Well; Disconnect, Electrical, Plumbing . Trim; G.F.I. Receptacle -Underground en ' ton throughout House ass Protection C ctions from Previous Inspections Gas Test -Meters Tagged; Gas -Electric A.C. Ducts; Insulation & Support - �nt Fan_ Exhaust above Insulation _ 33. Condensate Drain _& Overilow; Size & Grade Water Sewer Connected -C/O to Grade -HD Approval ner ompliance Certificate -Other Certificate �Uo --_ 34. Furna a -Vent; Access -Comb. Air -Return Air Vent -115V outlet QC ictAccess & Platform if Furnace in Attic Card -BI - Date Card -BI Date Card -BI Date Card -BI Date Card-BI U. Date Card -BI Date Card -BI Date Card -BI Date Card -BI CY Date Card -BI Date Date F AMI (Plans) OK except Comments at Final: Proper Material_ - `� Y 3�alls; Studs -Nailing, Spacing & Bracing-Plates-Sound b-;' earing Wallsover Girders & Floor Nailing-- - - .�9�raft Stop in_Walls (rat proof) _ re Stops; Furred Ceilin - -Chases-Tub Header & Beam -Size aW/ItJ ��(�J _ (�(/y� - �ngers-Post Caps -Anchors _ o__ dy2tttg. Joist-Rftr. Ties-Purlin-RThthnq.-• -44.-F-Mlace Ties or Type A Flue -Fireplace Throat CS:'�'fi'Ric'fit cess: Size & Romex Protection -Draft Stop -Ins. Baffles 175. t5urm. nin_dows or Exiting Doors -Sill Hg L_& Dimensions_ �,..C-ge Fire Protection Framing /U.�°%O SEiv �i _- pars _ �� =s Z AL (NOTE: Anentrymust be made each time you visit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 3539-83 for the following: Use Classification Office/Shop/Garage Address or Location 14147 Lakeridge Ct. , MaBalia Group B -1/B'2 occupancy; Type V'N construction. It is hereby certified for the occupancy described above and may be occupied. Date 10/11/84 Director of Publi orks By POST IN A CONS UOUS PLACE (Uver) 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. COUNTY OF -BUTTE DEPARTMENT OF PUBLIC WORKS ' 196 Memorial Way, Chico — Phone: 891-2751 f 7 County Center Drive, Oroville — Phone: 534-4541 • Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext.'57 CORRECTION NOTICE lit =•; 6!? LtJ/1_IE 4 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. 1> PZ::1P I)i.n /(JC. /0 % +` 5� 't � ,�-• /SCEY', -7 SVU l 77-(0. q ell Inspector_. Date COUNTY O,F BUTTE , DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE V IT 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. t /Lt �?G, 1_ 1)O (-7 3 -17 X r.t).!Z- ;=e� 1g6X,:'4) hDateInspector__ COUNTY OF BUTTE u .� DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville - Phone: 534-4541 Skyway and Elliott Road, Paradise -= Phone: 872-2961, Ext. 57 CORRECTI N NOTICE''- • �eo_j, OW ER PERMIT N0. w 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 correctio of work is completed..If-you have any question pertaining to this matter, or a additional explanation, please contact this office immediately. Da iI INTER -DEPARTMENT '`' ROUTE SLIP To FROM DATE 3 It G/4 _ t March -5, 1984 1VIr J. F. Glander Chief Building Inspector County of Butte Department of Public Works 7 County Center Drive IF RUSH, OR SPECIAL, SO INDICATE BELOW Orovi 1.1e ' Cal i foraia 95965 i .. �iCFil"rECTS Re: Del Or_o Watea• Company 4652 Whitney Avenue Dear Mr Glander : " Sacramento, CA 95821 Phone (916) 484-7800 This is a clarification letter- regarding the walla between the shop areas and the office and lunch rooms. It is acceptable for this wall. to.be of 1 -hour construction. Sincerely, �V00 �s,o�J 3539 -$ BUTTE COUNTY BUILDING DEPARTMENT 'APPROVED 3 ��g� CERYIOF %3TE OF TIM@t� 2y C, O 2 2 H U'C C K c� - f O Q IT. Z CONFORMANCE /HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIF/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 All 90.1-1983, .Structural Glued Laminated Timber, and that such manufacture has been at our plant in brain.. Ore=- ,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. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: JOB LOCATION: Paradise, CA CUSTOMER'S ORDER NO. PO# 0885 DATE 2-1-84 MFGR'S ORDER NO. 4737-D WM-Mr- 'w SIGNATUREg�,�` - COMPANY U0/-IsM/ Im. TITLE Walila Cpntml Dir. ADDRESS BOX 297 Drain• OR DATE March121 1984 A/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 sol&,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 IBCA AITC Certificate No. 03955 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION © 1983 AMERICAN INSTITUTE OF TIMEIER CONSTRUCTION The glulam members of the jobred by this certificate are stamped with one the following type quality ma -h qualified plant has an individual qualiion designation. The designation "P-143" shown on the typical quality mar`Ks below is not r assigned to any plant and is used only for the purpose of illustration. A TYPICAL CUSTOMPRUDUCT QUALITY MARK y P-143 AITC designation of qualified licensed plant OIUALITY O ANSI/AITC INSPECTED A190.1-1983 Indicates that the designated licensed plant has met all requirements for qualification and maintains an acceptable quality control system which is periodically inspected by AITC Indicates conformance to ANSI/AITC A190.1-1983, Structural Glued Lamin- ated Timber A TYPICAL NON -CUSTOM PRODUCT QUALITY MARK USE"' ARCH P-143 ' ill l tj I SPECIES � QUALITY � / 000-00 OOF� INSPECTED ANSI/AITC A190.1-198. jr. Indicates that the designated licensed plant Indicates conformance to ANSI/AITC has met all requirements for qualification A190.1-1983, Structural Glued Lamin - and maintains an acceptable quality control ated Timber system which is periodically inspected by AITC Identification of structural use, desig- nated:by symbols- B—simple span bending member; C— compression member; T—tension mem- ber' CB—continuous or cantilever span bending member, Designates appearance grade. IND— Industrial. ARCH—Architectural. PREM—Premium AITC designation of qualified licensed plant -and wet -use adhesives. When dry -use adhesives are used, the letter D is added Name of wood species used Designates applicable AITC laminating specification and combination symbol; for example: "117-82 24F or 117-82 3" ► For custom products, the details covering the product are included in applicable documents. ► For non -custom products, essential details are included on the stamp. N 0 N- R E S I D E N T I A L B U I L D I N G S ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE I HEREBY CERTIFY, BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED AND THAT THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT TO BE IN COMPLIANCE WITH THE -APPROVED PLANS AND SPECIFICATIONS FOR 3S3 (Building Permit Number) ,gam' (UBC Occupancy Type) 1.8137. 4ogA&5ki (ZT (Location) . Signer's Name�� (please print) Signature Date Job Capacity Chapter 6 of the Energy Conservation Design Manual reads in part ....."must be signed by -the building owner, or the general building contractor, the design architect, -design engineer, or an approved inspector or inspection agency The certificate.presumes a personal knowledge of the work and materials used; this means knowledge obtained from periodic, diligent :.site visits and reports from others engaged on the site.'.' NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings $AF.OR CORP:' i , owner of the building to be constructed as a (please print) Office - Ase. under OS39-83 at Magal-ia- (bldg.permit no.) (location)' 14137 Lakeridge-�Coutr.t . hereby certify that I do not intend to heat or cool this building in such a manner as to be subject to other than the mandatory sections of the State Energy Requirements. I understand that if I do heat or cool this building in.the future, that I will be subject to the energy requirements in effect at that time. I understand that if I change the use or occupancy of this building in the future, that J will be subject to the energy requirements in effect at that time fo.r that specific occupancy. I also understand that if I become subject to the energy requirements in the future, it may be necessary to redesign and/or alter (1) the building envelope, (2) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating, ventilating, and air conditioning equipment, (4) the service water heating, and (5) the lighting of the building to comply with the regulations. I understand that any of the.above changes will require me to obtain the necessary permits, inspections, and approvals from the Butte County Building Department. Signature of Building Owner ' Mailing Address Drawer 5176 Chico, CA. Telephone No. 873 0327 1 G ✓��Y �e-I Rep- (FrdZ-D A45�cnDo Wo &L T US 7-0 % FW% �4FP�ov ®� 13Cf /L7J/�tJC,. -oAws-Po)J /,ci&D . Ft &O IAA SP TO 1�� AcMAR, S/ TE- CCNA . rV CV",RlwNlrlAiy A0Z4� . mgr hoa'I U�Al nic,tallFc buliding camps any ENGINEERING DEPT. JOB DEALER /+' r �',�� BLDG. LOCATION r �% _ QUC •DESCRIPTION —%� .� u c1 n d c/z DES CAL LOADS: ROOF — DL 7 LL WL /5- COLL. PRE FRAME — DL 2 LL 12 WL / _S COLL. FIN OTHER — 979 ) .S'�5/Sm < Zoe✓f :lx EST LOAD COMBINATIONS — D COVER: ROOF — . z <a !1 a2 WALLS— 7(-, F PURLINS: '- -� O.C. LAP: STO.0 SPECIAL (see below)❑ UL 90 /NO END BAY— GA S, S 5 E P�-�'Z tjo7lE'; Fog C°/WOe INT. BAY— Zi SAVE STRUT -- L16 A• GI q 6A s- 5 GIRTS : GIVE GAGE, ELEVATIONS AND LAP ( IF REQ'D ) ENDWALL — A(- A SJEL-po * Z SIDEWALL — Ht A s 06i8 /d 2 &NDWALLS : COUNTY: OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California -95965 - Telephone 916/534-4541 APPLICATION AND --PERMIT PE<aMIT NO. 955E o RPAj2s %MBER ZONIN(�w BUILDING PERMIT O� GU /fig �2 �Q. TELEPHONE '73— 032 SO. FT. OCC. BUILDING VALUATIO µp, qq TT OWNER'S MAILING ADDRESS TRACTOR' N E S TELEPHONE` Vel NTRACTOR AILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 11L25, 00 ARCHITECT �oR EG�;",EER� O LILc"o• Plan Checking Fee $ -,7/2,670 ' Penalty $ A�rjHI ECT OR ENGINEER'S MAILING ADDRESS /� (p t0 W !'3'V6 SM • C//1- 9J�-87iJ Permit fee $ ,50 BUILDING ADD Rt -_55 / I T PLUMBING PERMIT Fi Iing Fee 10.00 L, ^ft Each Trap 2.00 fl Solar Water Heater 20.00 Water piping1 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTUREBuilding SF ❑ Duplex ❑ Mobi lehome ❑ Other f%E� SH"P CA SPECT Y sewer 5.00 Mobile Home S G W 10-00ea TYPE OF WORK IPermit New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Fee $ 4010 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR LESS10.00 Main service EA. ADD'L too AMP 2.50 NEW CONST. DWELLING OCCUP.& OR AODNS. ( ACC. BLDGS. I 2/20sq ft CONTRACTORS LICENSE LAW 1 declare nder penalty of perjury (check one): Rr I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full a and effect. License No. If Or 3s`% Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NO R BRANCH r CT 2.50 ea NEW CONSTR. POWER APPARATUS &\ NON-RESID, SINGLE OUTLET CIR. Ex. Occup(ouTLErs OR FIXTURES 20@50C BAL1300 FIXED APPLNS, OR EX. Occup. OUTLETS (RESID•) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10:00 Heatingrl-r00 Cooling 0 Hood X3,90 Ventilation 3� 0 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 t save, indemnifyand keep harmless the County of Butte against all liabiliti judgme osts, nd expenses which may in any way accrue—� against s ount equ a of th ting of this permit. XDate Si Orure of A lican — Owner g pp ❑ Contractor ❑ Agent An OSHA permit is required for X—vations over 5'0" deep o demolition or construct- ion of str ctures over 3 stories i height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ uP GROUP TYPE OF CONST, '�� u ARC PD, u// HD 199UE Th is permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC OF PUBLIC BY PE T EXPIRES Date the applicable provi- resolutions to do fees have been aid. P WORKS Date Recei No�LG % 7 a7��. $0 WHITE-D.P.W., YELLOW-ASSESSR, PINK-INSPEC R, GOLDE RO -APPLICANT D,n N/9 ,("�` cv"'r�`lnter Depart ,llem®randum /ao K J lei wA-c. To: Land Development Section, DPW FROM:, :Building Division, DPW SU 6JECT: Improvements, arid, Storm Drainage Clearance . :PAT E:'October 13, 1983 _ We"have.. .recently received' am. application ,to, construct `a' new.:'.off;ice/shop/garage by` Del :Oro Water, Company (owner, and/or •contractor) -:14.137 Lakeridge Ct.'- Magalia ti (locat ion) A.P. No. 66-31.5 Permit Appin. No. R5R9-R4 and he has been.advised to contact your section regarding requirements. Would you please advise, by signing this memo, when you have cleared the improve - ments and storm drainage facilities for this project so we may issue the required permit. F. Glander JFG•dd /Chief Building Inspector Improvements and drainage plans approved for construction. Improvements and drainage not required for construction. Other (specify) ` (signature) (date) U 1 V1 CoUNff OF BU FIND DEVE'L0PmFNT SSP.. OCT x.31993 L� DATE: November 21,•1983 TO:Attention: Steve Bowman Department of Public.Works 7 County Center Drive Oroville, California 95965 PROJECT: Del Oro Water Company. WE ARE SENDING THE FOLLOWING: x Enclosed Under'Separate Cover DESCRIPTION: (I) signed print of'sheet S2 of the subject project. WITH ACTION AS FOLLOWS: x As Requested No Exceptions For Your Use Note Exceptions For Your Approval. Rejected For Review And Comment Resubmit Confirm Other REMARKS: BY: Scott -M. Giles i Change Order Copy Of Letter ROMMEL GILEG X Prints ARCHITECTS Shop Drawings - Submittals 4652 Whitney Avenue Other Sacramento, CA 95821 Phone (916) 48477800 x Enclosed Under'Separate Cover DESCRIPTION: (I) signed print of'sheet S2 of the subject project. WITH ACTION AS FOLLOWS: x As Requested No Exceptions For Your Use Note Exceptions For Your Approval. Rejected For Review And Comment Resubmit Confirm Other REMARKS: BY: Scott -M. Giles i Giles Architects for Del Oro Water Company 4652 Whitney Avenue ' Sacramento, Ca. 95821 6 � -3i 7 LAND 0 T: N A, T L) R A L. \/V EA 1.T 1-1 AND BEAUTY PLANNING COMMISSION 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 PHONE: 534-4601 November 4, 1983 Re: Site Plan Review in C -C Zone File 84-24 Gentlemen: At the -regular meeting of the Butte County Planning Commission held November 3, 1983, the review of your site plan in a..C-C Zone, was approved. Should you have any questions regard.ing this matter, please feel free 'to contact this office. Sincerely, A. Ki"rAer Director of Planning BAK: I r cc:- Public Works (John Mendo 'sa) Building (Jim Glander) November 14, 1983 Mr. J. F. Glander - Chief Building Inspector County of Butte Department of Public Works 7 County Center Drive _ Oroville, California 95965 _ - -- Re: Del Oro Water Company -� Building Permit Application A-'�T \ n Dear Mr. Glande r : 4652 Whitney Avenue Enclosed you will find two sets of the revised Sacramento, CA 95821 structural and architectural prints which should Phone (916) 484-7800 answer your questions regarding items 4, 8 and 9 on- your question sheet. With respect to item 1 the sliding door see response below: ITEM 1: The sliding door is not a locking door, it is designed into the project purely for asethetic reasons. The night deposit is located in the covered entry recess which would make it impossible to close the door.If'it is necessary to lock the door open we would be happy to do so. We are willing to do anything to save the integrity of the building by working with you to solve this question, and save the door. I hope this information will. be helpful. If you should have any further questions feel free to call. Jlyeiles 11 r, Lj File No. BUTTE COUNTY (,For Action 1, 2, 3) Public Works Dept. (For Information ✓) Et� orr. Sec. Rd. & Br. Mtce. Sho—� Bldg Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Transp. Land Dev. Drng. /S.I. Sub. & Pcl. Maps Permits Addr. J- DATE:�N�N' REMARKS: BY: lFc 1 I V►ue* . PROJECT az WE.ARE SENDING THE FOLLOWING: X Enclosed Under Separate Cover Change Order ROMMEL Copy Of Letter 61LES x Prints ARCHITECTS Shop Drawings 4652 Whitney Avenue Submittals Sacramento, CA 95821 Phone (916) 484-7800 Other' DESCRIPTION-,ta�� ' WITH ACTION AS FOLLOWS: )( As Requested No Exceptions �( For Your Use Note Exceptions �( For Your Approval Rejected For Review And Comment Resubmit Confirm Other REMARKS: BY: lFc 1 I V►ue* . �8, V r�i �, � �,� 8i d yo ' ���� 4652 Whitney Avenue Sacramento, CA 95821 Phone (916) 484-7800 4 November 1, 1983 Mr. J. F. Glander Chief Building Inspector County of Butte Department of Public Works 7 County Center Drive Oroville, California 95965 Re: Del Oro Water Company 'Building Permit'Application Dear Mr. Glander: Enclosed within this package you will find two sets of, structural calculations and responses to the list of questions that were attached to the building permit application. Question responses are listed below. 1. The sliding entrance door is being installed for aesthetic reasons. 2. For handicapped accessibility please refer to detail 3 on sheet S1 which shows that there is no elevation difference from the,office floor to. the shop -and warehouse floor. The threshold at the main entry door number 1 will not exceed 1/2" in height. 3. We are enclosing horizontal structural calculations, and at shop drawing submittal time we require structural calculations by the truss manufacturer. (This is required with engineered trusses.). 4. We are adding 1/2" gypsum board over the entire South wall to bring it up to 1 hour. . The wall construction is 2"X 6" studs @ 16" o.c. with 1/2" plywood sheathing nailed to studs with the 1/2" gypsum board nailed to the sheathing with building paper and 1"X 6" T & G wood siding to complete the wall. 5. It 'is our understanding that the intended use of this facility is not for major automobile repair and maintenance. 6. No provisions have been made for an, equipment shop of that magnitude. The shop area is.for minor equipment repair. The garage area is not for vehicle repair but for parking. The, warehouse constitutes a storage area, •where parts will -be stored on open shelves. 7. We have incorporated (4) prop fans into the project per the request of your department. 8. Refer to detail 2 sheet A5 for roof sheathing.detail. •9. We have added hold downs at the rear wall. 10, 11, .12. There is no attic above the office area; gypsum board is attached _directly to the T.J.I.'s for the finished ceiling. Sincerely, Ott les Arc itect, AIA F C� � �= NST ���11'�� 12. ��► �''°SIAOW sem, COs ST69-T. * 966 �a iiccress YZ mow- �t��L at r� �►,�t ��c .) gNeao W1Q�1� mF cp�cN�9tiaalt :`�°� �i fl :w )A -CCC,. ?"Mor. r: ACT. # sit f I �:A1L oa FoN►�1�11ai� W ti o, t�iOW� �1J�1►L �i OFF 1, c E ) R13T&4 'LaMCIA Room FLCAL ask 3 AM ? �iTaTa v�s�) IF IM -Ir". s"Ww Acc�at � i 'Vt►,11'11.AT�ep (m) 3F S%OAU F`OOIL ARBA A�oa� oF�ac�p� I ere. o4aw �� � Page 1 MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE Bldg. Perm t # Sig .19 &.1 OWNER A.P. # _ •leg A. RAL Zoning requirements (sideyards, parking, special conditions). OL Valuation. ` Signature by R.C.E. or Architect (if required). Calculations. J&fprovements and drainage'-- Land Dev.,DPW; City of Chico; City of Biggs. ;:,complete plot plan with dimensions, easements, other buildings, and other pertinent data, See previous permits and plans in file for expired permits, change of use, etc. B. OCCUPANCY REQUIREMENTS! 1. Building use 9 �►J 2. Occupancy Class 3. Building floor area.. l 4. Total allowable floor area Basic allowable floor area Basis for increase coo ma. aue t sq. ft. Oo + sq.ft. sq. ft. Type of Con Occupant Load I TO- 244P Id- 1"Ach 0 r. Additions, alterations, and repairs exceeding 50% (Sec. 104). Compliance with occupancy group requirements (Chapters 5-13). 0e., Occupancy separations (Sec. 503). Area separations (Sec. 505). Firewalls due to location on property (Sec. 504). r 15or-0 Maximum height requirements (Sec. 507). Attic separations (Sec. 3025). Ventilation and special hazards requirements (Chapters 6-13). Fire extinguishing systems '(Chapter 38); Fire alarm systems (Sec. 809 & 909). ' Mechanical code requirements. (Grease Hood w/fire sprinkler system - Chapter 20). Health Dept. Plan Review -(a)-Restaurant Act; (b) Commercial Pool. I Smoke detection system. Fire Dept. Plan Review and/or Fire Marshal Plan Approval. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). C. TYPES OF CONSTRUCTION REQUIREMENTS .jW Fire retardant roof coverings (Sec. 1704). Parapet walls (Sec. 1709). Toilet room floors and walls (Sec. 1711). Alf." Physically handicapped (Sec. 1711 & Table 33A). 3%T^ Y Guardrails (Sec. 1716). tpDetailed types of construction requirements (Chapters 4_0 Proper roof pitch for roof covering (Chapter 32). Attic access and ventilation (Sec. 3205). Roof drainage (Sec. 3207). Skylights (Chapters 34 & 52). 1. Stages and platforms (Chapter 39). ]�,�� Interior wall and ceiling finish (Chapter 42). YS. ire resistive requirements (Chapter 43). .Wall and ceiling coverings (Chapter 47). W.0' Glass and glazing (Chapter 54). ,•1e.o' Building Materials - Check: Grade, Species', Allowable Example: (Glu -lam Beams w/ certif. 24F ext.grade). 17-22) . �o/W`,/�A Human Impact (Sec. 5406). Stresses, Ext. or Int. -- M 1` Pale 2 MULTIPLE FAMILY.AND COMMERCIAL PLAN CHECKING GUIDE (continued) D. S S EXITS AND OCCUPANT LOADS General Exit Requirements (Sec. 3301) (Post occ. load, etc.). Number of exits, width and locations (Sec•: 3302). Doors (Sec. 3303). Y• Corridors'and exterior exit balconies (Sec. a304). ' Stairways, rise & run, width, winders, and construction (Sec. 3305).. � Horizontal exit (Sec. 3307). Exit and smokeproof enclosures (Sec. 3308 & 3309). i Exit -signs and illumination (Sec. 3312). Aisles & seating (Sec..3313). 1e Exits for occupancy groups A-E (Sec. 3315-3319). '. EERING REGULATIONS, DESIGN, QUALITY, MATERIALS. AND DETAILED REQUIREMENTS Complete plans sufficient to show how building is proposed to be constructed and to verify conformance with Chapters 23-29. Plans must include plot plan, floor plan, foundation plan, elevations, and complete structural details.. 2 Energy design, calcs, and necessary details (State law). Veneer (Chapter 30). [K Chimneys.and fireplaces (Chapter 37). Engineered plans if required. Plastics (Chapter 52). Excavation and grading (Chapter 70). Continuous or Special Inspection (Sec. 305). Factory or other certification. Soils or compaction data. Noise regulations. Footing reinf. Min. Two #4 bars (cont.). 2 Engineering Calc(s) should include: (a) Roof - Ceiling. (b) Floor - Ceiling. (c) Foundation— (d)Walls -- Large openings? (consider lateral). (e) Lateral: 1. Roof Diaphram. 2. Shear Walls. 3.- Anchorage & Tie -downs. 4. Connections thru-out. (f) Retaining Walls. - f L cf Act no tilt$ 1 3z ) SGo� 710 •% DATE: October 14, 1983 TO: Department of Public Works 7 County Center Drive- Oroville, California 95965 ATTN: Mike Vieira PROJECT: Del Oro Water Company Paradise Pines, California WE ARE SENDING THE FOLLOWING: x Enclosed Under Separate Cover Change Order f mom�EL DATE: October 14, 1983 TO: Department of Public Works 7 County Center Drive- Oroville, California 95965 ATTN: Mike Vieira PROJECT: Del Oro Water Company Paradise Pines, California WE ARE SENDING THE FOLLOWING: x Enclosed Under Separate Cover REMARKS: BY: -Scott M. Giles Change Order mom�EL Copy Of Letter GPrints ILES ARCHITECTS Shop Drawings Submittals 4652 Whitney Avenue Sacramento; CA 95821 x Other Phone (916) 484-7800 DESCRIPTION: ADDENDUM No. ------------------ 2 for subject project. WITH ACTION AS FOLLOWS: As Requested No Exceptions x For -Your Use Note Exceptions For Your Approval Rejected For Review And Comment Resubmit Confirm Other REMARKS: BY: -Scott M. Giles Hum= L DEEB ARCHITECT* s 4652 Whitney Avenue Sacramento, CA 95821 Phone (916) 484-7800 a October, 14, 1983 Page 1 of 2 ADDENDUM NO. 2 DEL ORO WATER COMPANY PARADISE PINES, CALIFORNIA ITEM NO. 1 - Furnish and install a 1,000 gallon septic tank, 150 feet of leech -lines, and all accessories in accordance with the local Building Department requirements. (This work shall include grade clean -outs outside of the building with floor clean -outs at each fixture.) The septic tank is to be located under the -paving at the rear of the building. A flush grade outlet for pumping shall be furnished and installed at tank. ITEM NO. 2 - All exposed concrete footings shall be sacked and finished smooth. ITEM NO. 3 — Clarification to ITEM NO.' 4 on ADDENDUM NO. 1: The counter and gate shall be included in your base bid, but. the price should be able to be separated upon request. ITEM NO. 4 - The condensing unit shown on Sheet M2 shall be located in the clear area just North of the existing water meter. The concrete pad for the condensing unit shall be furnished and installed by.the general contractor. (Size, of concrete pad is 4'-8" x 2'- 8"x6") . ITEM NO. 5 - Your attention is directed to the requirement for the general contractor to pay -for all fees and permits. The architect has paid $222.50 for the plan check fee which- will be reimbursed to the Architect. -by the general contractor. The permit fee and any other applicable fees shall be paid by the general contractor. ITEM NO. 6 - All exposed mechanical ducts and register's shall be painted. Colorto be selected by Architect. ITEM NO.. 7 - Site trees: Some additional trees have been designated to remain. Please note that these trees are identified by a green ribbon. When these trees appear in the paving, the paving shall be stopped with a redwood header board to provide adequate clearance. ITEM N0� 8 - Clarification: Roof insulation shall. not be installed in the roof area above the. warehouse, garage, and shop.• The ceiling in these areas is all exposed TJI's with plywood sheathing exposed and painted. ITEM NO. 9 - Windows 2 and 3 shall be deleted and replaced with storefront sections to match windows 4 and 5. ITEM NO. 10 - Finish and install a 6" round steel bumper (filled with concrete and painted) at the North-East corner of the building (in the driveway). Exact location to be established by Architect. The post shall have 3'-0" exposed with 2'-6" set in concrete. ITEM NO. 11 - Clarification: Ceiling fan at lobby shall be centered over lobby. ITEM NO.1:112 - Subcontractor list is required to be submitted with 4 the general bid. END OF ADDENDUM N October 14, 1983 Page 1 of 2 ADDENDUM NO. 2 DEL ORO WATER COMPANY a. PARADISE PINES, CALIFORNIA N EL ARCHITECTS 4652 Whitney Avenue Sacramento, CA 95821 Phone (916) 484-7800 ITEM NO. 1 - Furnish and install a 1,000 gallon septic tank, 150 feet of leech lines, and all accessories in accordance with the local Building Department requirements. (This work shall include grade clean -outs outside of the building with floor clean -outs at each fixture.) The septic tank is to be located under the paving at the rear of the building. A flush grade outlet for pumping shall be furnished and installed at tank. ITEM NO. 2 - All exposed concrete footings shall be sacked and finished smooth. ITEM NO. 3 - Clarification to ITEM NO. 4 on ADDENDUM NO. 1: The counter and gate shall be included in your base bid, but. the price should be able to be separated upon request. ITEM NO. 4 - The condensing unit shown on Sheet M2 shall be located in the clear area just North of the existing water meter. The concrete pad for the condensing unit shall be furnished and installed by the general contractor. (Size of concrete pad is 4'-8W x 21- 8"x6") . ITEM NO. 5 - Your attention is directed to the requirement for the general contractor to pay for all fees and permits. The architect has 'paid $222.50 for the plan check fee which will be reimbursed- to the Architect. -by the general contractor. The permit fee and any other applicable fees shall be paid by the general contractor. f ITEM NO. 6 - All exposed mechanical ducts and registers shall be painted. Color to be selected by Architect. r ITEM NO., 7 - Site trees: Some*additional trees have been designated to remain. Please note that these trees are identified by a green ribbon. When these trees appear in the paving,the paving shall be stopped with a redwood header board to provide adequate clearance. ITEWNO:''` 8 _ Clarification: Roof insulation shall not be installed. in -the roof area above the warehouse, garage, and shop.- The ceiling in -these areas is all exposed TJI's with plywood sheathing exposed - and. painted. ITEM NO.' 9 - Windows 2 and 3 shall be deleted and replaced with storefront sections to match windows 4 and 5. ITEM NO. 10 = Finish and install a 6" round steel bumper (filled with concrete and painted) at the North-East corner of the building (in the driveway). Exact location to, -be established by Architect. The post shall have 3'-0" exposed with 2'-6" set in concrete. ITEM NO. 11 - Clarification: Ceiling fan at lobby shall be centered over lobby. .= ITEM NO.'12 - Subcontractor list is required to be submitted with the general bid. END OF ADDENDUM E October 14, 1983 Page 1 of 2 ARCHITECTS r 4652 Whitney Avenue Sacramento, CA 95821 Phone (916) 484-7800 ADDENDUM NO. 2 DEL -ORO WATER COMPANY PARADISE PINES, CALIFORNIA ITEM NO. 1 - Furnish and install a 1,000 gallon septic tank, 150 feet of leech -lines, and all accessories in accordance with the local Building Department requirements. (This work shall include grade clean -outs outside of the building with floor clean -outs at .each fixture.) The septic tank is to be located under the paving at the rear of the building. A flush' grade outlet for pumping shall be furnished and installed at tank. ITEM NO. 2 - All exposed concrete footings shall be sacked and finished smooth. ITEM NO. 3 — Clarification to ITEM NO. 4 on ADDENDUM NO. 1: The counter and gate shall be included in your base bid, but. the price should be able to be separated upon request. ITEM NO. 4 - The condensing unit shown on Sheet M2 shall be located in the clear area just North of the existing water meter. The concrete pad for the condensing unit shall be furnished and installed by the general contractor. (Size of concrete pad is 4'-8" x 21- 8"x6") . ITEM NO. 5 - Your attention is directed to the requirement for the general contractor to pay for all fees and permits. The architect has paid $222.50 for the plan check fee, which will be reimbursed- to the Architect. -by the general contractor. The permit fee and any other applicable fees shall be paid by the general contractor. ITEM N0. 6 - All exposed mechanical ducts and register's shall be painted. Color to be selected by Architect. ITEM NO., 7 - Site trees: Some additional trees have been designated to remain. Please note that these trees are identified by a green ribbon. When these trees appear in the paving, the paving shall be stopped with a redwood header board to provide adequate clearance. ITEM•N0:"'8 = Clarification: Roof insulation shall not be installed -.in the roof area above the warehouse, garage, and shop.- The ceiling in these areas is all exposed TJIos with plywood sheathing exposed• and painted. ITEM NO. 9 - Windows 2 and 3 shall be deleted and replaced with storefront sections to match windows 4 and 5. ITEM•NO. 10 - Finish and install a 6" round steel bumper (filled with concrete and painted) at the North-East corner of the building (in the driveway).• Exact location to -be established -by Architect. The post shall have 31-0" exposed with 2'-6" set in concrete. ITEM N0.-11 - Clarification: Ceiling fan at lobby shall be centered over lobby. ITEM NO.'12 - Subcontractor list is required to be submitted with the general bid. END OF ADDENDUM r 1 0 e 2990 ESPLANADE SIERRA G LAS S (916) CALIFORNIA 95926 1916) 995-3630 September 25, 1984 .Slater Construction P.O. Box 298 Chico, California Re: Del Oro Water Company Glazing of Entrance Door Dear Howard: The glazing material in the front entrance of Del Oro Water Company, is " clear laminated glass, as manufactured by Buchmin Industries. The laminated glass used in the door has a safety glazing approval of 16 CFR 1201 Category II., asper the manufactor. If you have any further questions concerning this glazing *material, please call at your convenience. Very truly -yours zzye""�4'— EugZe W. Hylton EWH:gh 1 f '114471 . . . . . . . .. . . . . . . . :., .. ,.r,,.•,,.,.a....c....ww,�i Hr-4,c«++wba,.w�w+r,». e.wr>,-ca,+s-++.� i �•a ,� �+�*"y' r. + i ♦ iAk"�� - 'a �. •1,+q fff �mTT" y Ora a r }� Pace 4 of 1'A TABLE t{0 1--- At LR• r .' .� »,.,. =� == '. �-� _, I s fir.+ ;) s - i t fin .► r ::;. IaoaY a°AT OF p Tp l C? d, TNICpHEST TNIC�NESS; tiJ au , 7. gauge i.� � � 2 6eTl ro�2 a e �23tJ tach HD 5 .HD a ,2.'39 1.10123rD inch # kCD 7 ,239 inch , 1�1 inch T Hf�7 .735 inch Vis inch 1 l `' !�;iPv:.`�la irolecs,xrs 1pt >�lu nstr„lied itl,scasnned J7otir�la3 Glj � `•' r ; . i' ,65,resrtctively, a` tirown Anchor sthe wood member 7rn� �g„ �J }'I'1tc anchor koltbetveen lha ctcn ttt; and Hold Down Anaptic r4Ysn tir,:o the aiicharbolt tltatneter + +stud batt rt: tvbchetked fortr3 p.. Tele w f �� I r.#xrpn ndieular to �*,r 't vAe,_as relay tae Irtcrcased far tlurauon of load in accor0' once- F / r aihc bnit µMich t onnrcts theanchor nstalled with a washcc ax follows' to thecrnctle sppqtoI t .44 �' ,,, t. o �r S APPI-1: aur Inaln118- 1 ora t1a< HD7N, M. . OUTS109 Ise off err offm Rf requirement- ti,ot> t. DIAL LUR TI.111C 44Ss NUMtd1=R (inincha j values and nu- Loeatd on stua,,, _ 199tng. Indlca';ed by dr6lW FIf 2 1'/i 10 Fhugc :I n Patent y"aod Wall sections”-,, .,.. a: 224083 i �. 4au gauge a ARCIJIT ECriS SPECIFIC., HD5 2 k' HD (HDN) Holdowns shall G, -. -- . v r^• ' qualify l0 51fv1f'SON STRONG+.2Yr5 1• < company, Embedment of base 17 FlDfi,'HD7 , n pt-vioction 1 rFINISH' Special corroslo` , �:,.,_..._. HD HOLDpWt1S f Balt Design Ldadvalue' #: ` Attachment ANyAra{ge Waen lnxlellnd an 51ud 1hlcMnaxs of :nr.M 1e�1 Madel Concrela 2 2rh' S zi a� Siad Ullt, No, Ola, tfln stale 1'/r.' Embedment .. r tti tri �` a h42 't• `� ��l�,tty a� r �,`2 NNtiDtO) 52 N A�i'• 9� 8 r,4o xs24 z 2? 2 4 r P' a 9. izt%1.D 1 2454 14 3510 4514 3610 I"(2)4'04 1 6 641D 540 31i'ND tK050414 640 G500 H 2 7 14 (31 i MY 2 H4 704 'I to77 7100 , � ��i'�fB 6 �+OD 2a5t) 4 x25xD 2520 2579 4 MR 11,5410 3375 4614 ;161D 8510 3510 i'" ' HO lift Y�- 11' 121, .'1 }t4 717.1'M4 20 0Mi 4844 56«D 6484 6544 6 e r a ACGEPiEI) --&ee iteaearGti nn NO -1211 of the Intetnptional Dort+ acommendatlo lerdnco of pudding �JiUclais Ur,trorm t3'uildinq Code),1- 7Y,pies1l Instellatlon Mis anchorage is the unqualiffed I,G8.0. SPcaihcaUdn. Standard washers aro +� t tar HD2, H05, HDy required with anchorage bolts, vin anchor bollshall have the minimum embed* ¢; f mast to r0sist iho desi0ri load, With tr hook return 7 timoa the diarnrler YO meat n 4' d engineer may specily any allonate calculated to providafile requited anchoragge / latydurspoaihctvb:Caamplu machinuboltswithombeddadWasharGnitulatNdby 1 5�vt��a r „ r Gone formula. Basic allowable values As Strad and limited by endo values into 1110 stud short �. r . 1 ae, farm' inor0ases mt y 110 tAkOn n allowed by code, but not to 0xeoud 4h of aversga a ' a . Ho Runt fasted ultimate and other dn9ireertn9 limitatidne, a{(.,„ �rC:tZ. ASIS 1 C Y .I tt - �•G c tHK. oto < Uv%'T C[ :ft1" 1rit±;iGfl. l z� 3 Avon PA HOEDOWNS y� �,,,��Y �+ar r.'-. 4 +: •• �.�,]►•� -.� C �.ny< M` rZ ti+,y ."<: }• fAudel rtr>+ a Teel 4tslgn load q Qv �t r .,, Mud Ulilmale Mln, -asdud J No. r t644'. �t H05 PA18 t2).t4'iA4 Or 12•i6d Nails 11,x,4 ^ PA 43)''�'M8 of 18-16d Nails 11.ti60 t 11 460 r a PA'le A •h'hS4 er 2d 164. Diads"rd I ACC11P75D- See Resoorch nocornmandaiion Now 1211 of th w 1 0 of'puildin otfrclals (Uniform ouiidinq Internotional Conl renc0 0 M V ay i y 9 • ..�,�:,�:I .. � Gadd). t � M `" 4 <'hlay be increased for thort larm (Wind, seismicl where d allowed by coda, i. 4 k 51tI'. HD ... -stuns � •, � Tr%G1lht 6.,�tW104400 Its ' , • e. T. - ',��<a `+ '� ��� '. ''a ��. - ix n a ..'k •, 6 a «Y �'dCopyright,1952 SimP;:0 4Got-WANY 7 ' rViiCr V1 �;Qfi4pfgfs VJQL;1V I-# f-1prip of t -.1 It'll of A� I Ir I be W b'01I i I I / rNions ;tuds,a, r 0 0/ 10011n Moximan Po� it`oreclongle, SA711 II W, /I fb JOd - - - - - - - '14 744: .., ,IN of 1 40 IKT inin, V, 10 May be Tot �4110 Open, Douglas l"ir - Graded p ®rr West Coast Lumbormens Association Grading Rulasiole) j5"I& P �1? 2x 6s pipes lo cloor slee� /701 bie r7V0-3011 ffl.111,1�1:0ted on. other plons 04 Y011 fob* 17,0t toss theno roqioofrod penetr6floor), top# and.ond V100ACO's shall 114 1k 1.. 41!IiI to �8'-O - 2x0$ 2x6s, Redwood - i�roded' per the, latest rules of the C -a Rwd, Assoc, Awd Inspection Service #0 be ftot loss than thLIS' SPOCIII ho/0's a.$ required, :to provont spliffrag. olitorni �y '!`a# i7roUn'� Rx /as it �?s TimPors 4'in tho least como min nsion and lot I or shall not conloat bosIod heart to 16 0 `z) 9 AfFMOD OF POURING 4.0 ow izz� It, ts 0,0 k -t OrI BOX no tr riot, ollowod exce f wb?ry oppro*,.od b), Str J Io, 1 0 Ito zz, sr ?X/Os I actural �Fnginoor,. -'Z stud t0I Sill D1010 P I All sillalat-es, shall be a R"nominot lhc A."'com how trim -ori Anoss bedded on ani prout and ChoU 91 1.414lessatherwise notool 1�11 some W�dlb as Wall s. to match srod width Coo& where SLABS' ON CWOUND V A I 2-R"studs over /0'-0"?; FR V 41. Sibi io/dfdt shall be ball'ood to coneraid with X or-"' b It$ 'too o, wide 0 /r y p1pe, i. 1 11.1 — $ with U boll V enings. bef*een 4"lo 9"from the. onat of each piece o h Z I. doests or roftots to, sr000s tq" 1,01sts ol, to, f sill, (Z� bolts min o C Piece) Piece a/ sooll of studs, -Obvq, d of cross -section Bolts tor r ol� -T ;-shall be considered ended where plate is out out over one ther. For each addition,ol 4" in d'opfft of Joists - - - I -16d Vouloble P otes fqr,�,eons I walls sopported on slobs only /I be 6"long Bolts for ovalls on curbs- to be 12"long. &r in9s sho r, oiI of a// #00rillo$,I, loe Voist's or oft 4 oJ It. L on �1 t ooch siae 3 Lumber Grodo-s lygireater th r t� 11 A 0`WidI -7. - I - 21" 1 5 1 4 �9.94Z 1 1 11 1 - I I - .,Fo -Rod IVO P/ 3 SAvd # top and bottom. SI/Is V.1410too �Grodo, wood I f --Al wln4 70p and �bo be piII in n wsi ro r 4 a t Is, V X 4 8 2x6------- Interior studs,, Nor 4 - ig of Amgo furring and braoing No 2 0 r Structural 2x 8 ExIortor 'Stud'$, top, plot�os, joists, roltOrs. ovelins. booms o0d posts,,- No I D.F 5!rucourol Sla e ve it 6 - 0 d Iss 14, grade mor*sat, with I it Place bolts to m - studs R Sill plate, see notes. 4 'min, or En d Nails.' 2 or 4 16d 6 Structural P(Xwood shallbo Douglas Fit except os'nulgd, P 5 1 No digownq for Irench Concrele f/// /0 be. ptioced befJre fooling See notes for, 001tino, $'it/ splice 9 "M ;i4l exterior glue See Specification$ p'-p''OlWi to ex 6 (boling 15 p0vre,�Y Mqko 5vme Wlallb a q 10ofind ring WONS and partitions Shalt hove douDis top plates, 'opp4d at wall and partiflo 6 Stud boso n wtfinn ffiese 1I 0,17rf (U// WIdlh ol'I loreonch NOE'�' Stud Spoamg-16"h;a� III mum, 6 16 d inlorsecilant. u pper and lower members o� doubid top plates shall be staggered of Noilin.9---See, NAILINO SCH&OULF 4, alopAing between )oists, oi ro(ters least 4 UND A 7 ION Head bOom IPCS CONDUI 7*3 IN "OV 7 Wood girders, booms ro JOIS4 stud or rafter, foong Is each side, each ond joist's or rollers shall be limtis -uts d a od holes not Joeper 4 k ___ - _Md , d to c on 0 r 7T - 1-11 - than one-lifth at' The beam depth from the, top, iocoted not farther trom the beam end Jhon Hoo,11 boom 4*1 6 i In ploco of toenails one ond* aoi�-t, stud or' raffor to end Of Nocking- e 16 d LLI three times the boom depth FA o-8 'To joist or rafter beor000ngs(,nlot 's), toenoorls earb state lod if e I 6 Pipes exceeding oneithird of the ptoto width shall flat be placed in porlitions used as bearing 3 framing clip FA Vo t1col bloOiong, to si'de 2-,16o, Post Of sa� side P, tzorizontal or lateral force, resisting walts, untess furreal entirely clear of studs Where allowed pipd5 < 5 Straight shorothihg. and docAing shall be placed in )he center of plates, using a neat hole , No notching allowed 49"diometer Couj7larsink it necessary I EL E V HEA D ELE V_HEAD A r /0 holes allowed in the contitr a( 2x6 o0minal plate C/ Exffo P4 - boards,, each bearing _8d 9 9 Holes n wood and, steel members. for bolts shoil be the hom;nol boll ol)ometer pivs min A T POST� CORNER, POST I 0 2 16 d ,?I wl7en aowp_ Is ore used W plonks.4 each booring Plywood edge nolfin.g bars 10 Holes in wood for 169 sws.ws shall be first bored to the some diameter ood deplit) as the shank 0 6, Cross -bridging b0oroon raflers, ifoonoils, each end"- - Const BAIN -Holes for the throodeil portion shall be botled with a bit not larger, than the boss ot lbroods CA�L WALL ND OPENING FRA M G 7. Ribbons to studs I ri b b on 2 -,6 of 4 6'r 4 f -L x 0'-,3 r YP/ ww,rn A' Il L og SeroWS Ona" 'SCro*WS sholl be 2 screwed and aot riven ont(i 2 -160" 12 Steel wo'shdrs ,shall be provided v4der heads and nots of all 0olls omf /,ag screws whrch boor .11"cotr bolts 4 8. Ceiling oists' to parallel f'ofters 3 - 16 d on wood $Ioridord cot woshers, mo be used,10 all cases except sill plates ano wood ledgers rficooi Plywood or 9. Multiple studs 009gor for against concrete or masonry, which shall be one of the lollowin Slope Ve, - 1 11 , width$, more than 4" 16d G q sizes, 'Diagonal sbo. , I Bolt and 100 steel Plate Molleoblo iron porylon 0( SrMps 7 /0 guilt -up booms over window and door openings and V x24 Pool of A I T111 t, her S140 L, f tw//Ip/e root joists,, top ond"bottom -,20 d 8 11 �12 1-6 conditions U Collin stripping screw diameter i requited 'Splif, washer size Was 4 �z 14 0 x w to ,3 11C 110 , (f) I�V, �,Vdrtos, $66 Intersecting wall! OWsidO, face 3 %3 OJO x 71t 4' -.2 - 8d slon,t) 6 Foundotlon JPloon Pat sheothoU Shooffiedi intersectino, walls, 6 ck with plaster,- - - ---l-Worooveol shonA"onnuloy, nail (/Ogb x2 Ile) 6 boll 4, foolin So .9 bors NAILING. SCH "Mlc*- 2-16del-slont) -3,Xo ')r 3 314 "x )/,q IlZot �wllh 2 nuts. If OMAN thick with ploslor - - --1-16d 'grooved shonk"onnular 4 Woshes undoo orr,opc, boll heads shall be large, onougf) to allow 1,I square shoutdors. 01- _0% AL L. Lot F0 0 rINGS STU ND CORNERS 2 oil (890 XJ .,X'sq. P/ washer D A Loc, a 13 8011F 04d, screws shalt Ott tightened at lime of erect,,op and -elightendd betoro closing in or all r) P/L.1,04 S rEPS IN Holes shall be pre-arilled tot nods, at eno`�I of st Itopino boards cQmpletio (Unless otherwise shown) n of the )ob one "grooved shank If annular no/1' may be used in liou of 0 common nails. T'Y"`I�AL HOLDIDOWN > PLYWOOD,* srRycrURAL PLYWOOD NAI 0cept as I on sotructurdl'� I n daff forls P 441MMUM -SlIZO ii"'.1,kirwin spacing LWIJ ef, 8/an /by Edgle 8 d 6`0 Z Ser/ geotr or heq'alet Each sfierel CON05E TE NOTES 3- '�"Wrr b6lts,,counterstnk it necossaq 4 at z4t" ar eA0, at /27/0, i Intermediate soppor ts U. min 5/416 re)"If IV) tar ppel- I Concrete work shall conform to all requirements of tho A C 1 301-72', "Specifications for RoolI -60 Plywood edge noding I Structural Concrete tar Buildings" except: where otto,-I shown or s ecitied T� Floors - - 8 d - ',? Concrete II - 2`500 */D Uthmola compressive strength at, 28 do IX01 or ."-dolst, 8eni #_ 12L"fk4,t ys M I to 4 Floor or Root (plywood spon of 461 -8 d - - 6t 3 Lop remlorcing bars 94 bar d"idmaters at splices, see typical detailsi with gussef A ea. side. n 4 86tizbIntal construction jo, -is shall be cleaned and rou honed by having the surf (All floors to be naMea''with "grooved shonk" onnoloe noils) removed to expose clean agoregoto solidly embedded ace FINISH PLYWOOD NAILING All anchors, bolts, inserts- and any other hardware, to be set in concrete shall be A L rtHNA TE, 7, —0t. 7LS z /;U, AmP e' nomrPIII finish noil$0 60C firmly so! in position before concrete is, placed :5, Simpson H0- 7 WI I& -6d finislinvils 0IR"oo 4- RVCr10iV W. IT rAof J/% rl JA0 A I C rr-r000.# 0 it Ll 30 �01 9- -A"t-gier Anfor -A 0 L a.. FOUNDA rt0N AVV FLOOR SLA18 NOrE.5 Dasi n, fob r lcofio -flon of structural steol shall contorin to the specifications p, r �n onof orec ond stonddrofs of Me American Initiluto at S?eol Construction, as contained in the A L - . . , ISG if S* e sheet 5-1 for typical details and notes LLJ Manual of Steel Construction" latest odition S$ otho'eWiI Shown, ard to /he oo" I Submit '1061L sh 2, Dimensions, ante UJ s� op drawings� lo the Sirviclural Engineet for approval, before fabrication, Z� - , Z_ # MINIM 3 '15*copt as otherwise notOd',,, all bolts shalt be machine bolt!, Lock nuts by burring threads 3 Fo®rting Yproads ore coliYered unde,r walls and et umns, unle$5 otherwise 4 Welding procedure, eloclodes. and welder quoliftcattons S0611 conform to the `tt�vdo toe SA a wa 4� Soo� Arch,locty' (jaoe plan for location of 6/1 non-structural partitions for Welding, in Building: Construction if Amerman Welding Society 1, and the A t $ C "$,pacificailons- CL ill plot$ anchor bolts cc tot m i 6esign, Fabrication o!,.,,a Election of Structural Steel for Buildings of /ocot�ng I .5 See sheet $-/ (or, sill boll re'quitroment's ,5 All groove, or bull' welds shall be full penetration welds Construction Joints; (C J ) and expansion joinls in floor slobs shall occur W 6 Connectioni not shown 0all conform to the `IA t 5 6 Manual at Steel Colt .5 trut 006, whore located - n plan its ond shall hove formed pour 00P,s, CL 0 s and delta latest edition, nd footings nood" not occur at the s-offie 66nitruciton joints' in walls a V location 7 671ovation boltom of footing is noted on Fouhdalion plot) and shall .64 4 X b Doll 4 14 with, e nuts. "'min P/. woAor -Plywoodedge nailing o90 n It #_ 9.t,4 x 1 x ot 3 TYPICAL HOLD DOWN with 100usset .1 ed P , do 4 AUERNArE, of Y x12"boll at 40"1 I*y Simpson HD 0, 5 tud width *4 can't at 46"1 ov'r 60 bolt 4 with,2 nuts M ''.3"1 pt washer WITH C�� powdee—dI fasteners at 184 a.. FOUNDA rt0N AVV FLOOR SLA18 NOrE.5 Dasi n, fob r lcofio -flon of structural steol shall contorin to the specifications p, r �n onof orec ond stonddrofs of Me American Initiluto at S?eol Construction, as contained in the A L - . . , ISG if S* e sheet 5-1 for typical details and notes LLJ Manual of Steel Construction" latest odition S$ otho'eWiI Shown, ard to /he oo" I Submit '1061L sh 2, Dimensions, ante UJ s� op drawings� lo the Sirviclural Engineet for approval, before fabrication, Z� - , Z_ # MINIM 3 '15*copt as otherwise notOd',,, all bolts shalt be machine bolt!, Lock nuts by burring threads 3 Fo®rting Yproads ore coliYered unde,r walls and et umns, unle$5 otherwise 4 Welding procedure, eloclodes. and welder quoliftcattons S0611 conform to the `tt�vdo toe SA a wa 4� Soo� Arch,locty' (jaoe plan for location of 6/1 non-structural partitions for Welding, in Building: Construction if Amerman Welding Society 1, and the A t $ C "$,pacificailons- CL ill plot$ anchor bolts cc tot m i 6esign, Fabrication o!,.,,a Election of Structural Steel for Buildings of /ocot�ng I .5 See sheet $-/ (or, sill boll re'quitroment's ,5 All groove, or bull' welds shall be full penetration welds Construction Joints; (C J ) and expansion joinls in floor slobs shall occur W 6 Connectioni not shown 0all conform to the `IA t 5 6 Manual at Steel Colt .5 trut 006, whore located - n plan its ond shall hove formed pour 00P,s, CL 0 s and delta latest edition, nd footings nood" not occur at the s-offie 66nitruciton joints' in walls a V location 7 671ovation boltom of footing is noted on Fouhdalion plot) and shall .64