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066-310-006
66-31-06 �... COUNTY OF BUTTE / 14164. Skvwa Cont' r: y'- Ma?a7.i.a bob Becker Per mit#829-88B,P,E,Wnew Sheri f's sub station) 066-131-0-005 & 006 97-1231 BPEM ,COUNTY OF BUTTE FILE 14166: Skyway, 'Magalia (addition to office) Sher. ,Sub St 0661031'005 V"99-2838 RIBU F:fc r-- -r•le 1 �,1 yy OUNT11 FILE ( qr�� •riy?��r w4R�na 14166FsxxW-Ar Y* ?vA AGA 1A-t2-o�P - CONTR. AZEVEDOrCQNSTRUCTI Al ADD' UP GENERATOR 066-310-006 ;'• BUTTE COUNTY; 06-1922 + 14164 SKYWAY, MAGALIA Cont: AIR VACUUM CORP + FIRE STATION APPARTUS BAY I -q -off 1 f 1( i w, BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: 06-1922 Issued: 11/21/2006 Address: 14166 SKYWAY MAGALIA APN: 066-310-006 Permit Subtype: AIR FILTER S'y Owner: COUNTY OF BUTTE Applicant: BUTTE COUNTY FACILITIES SER Description: AIR FILTER SYSTEM MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP -DATE Set ac s 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 1801 PERMITS BECOME NULL AND VOID-1"YEAR FRO. I% I: M -M COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 14166 SKYWAY Owner: permit No: 06-1922 APN: 066-310-006 COUNTY OF BUTTE Issued Date: 11/21/2006 By KEJ Permit type: COMMERCIAL 25 COUNTY CENTER DRIVE Subtype: AIR FILTER SYSTEM OROVILLE, CA 95965 Expiration Date: 11/21/200 Description: AIR FILTER SYSTEM Occupancy: Zoning: Contractor Applicant: Square Footage: WEBSTER ELECTRIC BUTTE COUNTY FACILITIE,( Primary SF 2nd Occ SF 3rd Occ SF 363 CANYON HIGHLANDS DR 2279 DEL ORO AVE SUITE F OROVILLE, CA 95966 OROVILLE, CA 95965 (530)533-8522 (530)538-7407 4th Occ SF 5th Occ SF Total SF FEE INFORMATION Total Charged: $0.00 Fees Paid: $0.00 Balance Due: $0.00 Receipt No: LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License WEBSTER ELECTRIC 366446 / C10 / 04/30/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 11/21/2006 penalty [$500]; Please check one of the following: Contractor's Signature Date ❑ 1, 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 (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL MAINTAIN the work himself or herself or through his or her own employees, provided that such improvements ❑I A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for. the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not a completed if the permit for one hundred dollars ($100) or ess. is ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: r[ –, t ` ' I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 11/21/2006 compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those Own s Signature Date provisions. Xcvcjt 11/21/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signatur Date WARNING: FAILURE TO SECURE WORKERS' OMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO C IMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000►, IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused t is arising out of, a in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro a wne am a thorized to act o tbg property owners behalf. 11/21/2006 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for arae of Permittee [SI N] tint Date the performance of the work for which this permit is issued. (3097 civ. code) , Owner Contractor OR: — gent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip :s BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name County irst Name Butte Mailing Address 25 County Drive City Oroville State CA Zip 95965 Phone Fax E-mail CONTRACTOR Name Air Vacuum Corporation Address 6 Faraday Drive City Dove State NH Zip 03820 Phone 800-540-7264 Fax 603-743-3111 E-mailairvac9l1@aol.com Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Oroville Address Zip95965 City Fax 538-6337 State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name Facilities Services Address 2279 Del Oro Ave. Suite F City Oroville State CA Zip95965 Phone 538-7407 6ILL Fax 538-6337 E-mail FacilitiesServices@buttecounty.net APPLICANT SIGNATURE X For office use only: Zoning Property Address 14164 Skyway Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BIN # PROJECT LOCATION AP# 066-310-006-000 Property Address 14164 Skyway City Magalia Cross Street Sheriff WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must he shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Install engine exhaust air filtration systems in County Fire Station appartus ba Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt #: Sheriff SMIP ther Other Total Page 1 of 2 REV 4-11-06 AO§v: Manufacturer of Air Filtration Equipment and Supplier of Replacement Filter Products a, i t v a c u u nj)RWFQIt OTATION - STATION #33 i✓l mac.( Safety Officer Steve Weston DATE: 4/13/2006 Butte CountyFire- - _ _ - -PHONE: 530=538-7173 3-A County Center Drive, FAX: 530-538-6760 Oroville, CA 95965-6760 DESCRIPTION QUANTITY UNIT COST TOTALS AIR VAC -911 EXHAUST REMOVAL SYSTEM - Single Ph. 115V 2 $2,940.00 $5,880.00 AIR VAC -911 FILTER PACK (4 -Stage Filter Pack, "Main Filters") 2 $300.00 $600.00 AIR VAC -911 FILTER GAUGE (Min. one per building section) 1 $100.00 $100.00 UL 508 APPROVED CONTROL PANEL - MGH/AVEC-2C 1 $635.00 $635.00 ACTIVATION PACKAGE - ALE HA70D PHOTO EYE & 2 $200.00 $400.00 N505ATM/ST TRACK MOUNTED DOOR SWITCH 4 $38.00 $152.00 CASE OF 12 PREFILTERS (Change on dates indicated below 12 $6.25 $75.00 ESTIMATED INSTALLATION "TURN -KEY" & DELIVERED 2 $1,599.00 $3,198.00 MA n F IN] THF I IRA dd: m FREIGHT:• FOB Origin, Prepaid ♦ TERMS: 1/2 Payment with the order & final payment prior to release. ♦ Lead -Time 8 to 10 weeks. ♦ Buyer is responsible for all applicable taxes related to the purchase of product, shipping and installation or must provide all necessary tax-exempt certificates; state, local and/or county to Air Vacuum Corporation. Each AIR VAC -941 Unit Is. Provided With a TWO YEAR WARRANT' On The bettor WoWer System '8 H O H 0 H O PhotoEye This quotation has been prepared By: Thomas J. Vitko Date: 4/13/2006 Quotation Prices are valid for 90 calendar days from quotation date. STATION NOTES: Width: 30'9" Depth: 74' Height: 12'6" No. of Air Vac -911's = ( 2 ) Air Changes Per Hour =( 6.8 ) Approximate Filter Life Expectancy Prefilters 2-4 months, Main filters 12 TO 24+ months. P.O. Box 517 • Dover, NH 03821-0517 Toll Free 800-540-7264 • Tel -603-743-4332 • Fax 603-743-3111 • www.airvacuumcorp.com UTTU C LINTY 14166 SKYWAY., MAGALIA CONTR: AZEVEDO CONSTRUCTION ADD BACK UP GENERATOR Soo to 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 ��- 0?53� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT ,OW 11R f GJUi�PTY TELEPHONE SO, FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 14166 SKYWAY PAGALIA CONTRACTOR'S NAME AZLVLDU CONSIRWiIGti TELEPHONE 61�` 4- �oU r1RACTQRS MAILING ADDRESS U t CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ itl qTO E YN M R (B•C• `) L�cENSENO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 141ib SKY, AY I AGALIA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADD 440M UP GENER RS 13A& Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 a00VOR LESS Main Service 200A OR LESS 23.00 t 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 rce and effect. /� / License Class Lic. 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 Main Service 200A TO 100-A 46.00 NEW CONST. DWELLING OCCUP. SG OR ADDNS. ( s ADD. S.3.5¢FT: NDI+RDESI�. MULTI.OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES�0 .00 ° 1 Ex. Occup. ouTiFrs A1EsinOEk 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE WORKERS' COMPENSATION DECLARATION 1 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' cc,pensation insurance carrier and policy number are: Carrier iC l4L.I F - Policy Number D 6 13 ZY 6 1 (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',fompensation provisions of section 3700 of the Labor Code, I shall forthwitq omply with7th se provisions. �y,�� / X !!' ' c Date Z 0! 9 � Signatu of A Owner GYCbntractor ❑ Agent An OSHA permit for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Doc CONST. TYPE TOTAL FEE $ „ a HAZ. D FEES IMP FLOOD CDF PARCEL PD D• ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 4vijkljlli�a* By �1j6� Date /:•• ; �f `r' '` PERMIT EXPIRES ON Dete Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT MASONRY WALLS k N i E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WALLSOccu anc Area Property) Gypsum Board _ 1st Layer 2nd Layer Walls Ceilin s P ` COMMERCIAL I i 066-31-0-L-005& 006 �97-1231PB�EM I 7 COUNTY ,OF', BUTTE ° 14166 Skyway,�Magalia (addition to office) Sher. SubSta _ s2A S -T-9 uc' i u2kt- 3�-- VeV A-1 v wr- 14 st vol V=OK f'.. O=Not OK - = Not Applicable = Not Ready OK COMMERCIAL tg., Main; Soil fer un .- tg. Depth 1&212j- Q PT. Ay Hold D'w -B tr -Embedment-Hair Pins 4. Con te-PSI-Cert-SP. insp.-Loc. emwalls, ; Steel -Bloc kouts-Wrapped 6. Reinf. S I -Grade -Placement Slab; Ste -Wrapped-Wire Mes 8. opefsSteel . 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 . ater Htr.; Vent -Access -Combustion Air -Baffle 1 r Pipe; Test & Anchor -Nail Protection 1 D.W.V.; Test -Fittings & Anchor -Nail Protection in s -Floor -Grease Trap _2&-W/C-Backing s Pipe; Size & Anchors - Firewall Penetrations Date ! f I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL Permit OK except #'s . Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24/size Boxes & No. of Conductors -Stapled 2 omex 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 24KSubfeed Wire Size /514 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 -Meeh. Equip. ire Wall Penetrations , Date % Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3. A.C. Ducts Insulation & Support �, Vent Fan; Exhaust above insulation t— 5. Condensate Drain & Overflow; Size & Grade l 6. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet ttic Access & Platform if Furnance in Attic . H. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers Date �% �'7 Card B-1 Date Card B-1 Date Card�B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Sil , Proper Material & Anchors -Hold Downs a s Studs -Nailing, Spacing & Bracing -Plates -Sound ea ing Walls over Girders & Floor Nailing ` left Stop in Walls (rat proof) Fir tops; Furred Ceilings -Stairs -Chases Date ' 'RAMING (Continued) igers-Post Caps -Anchors -Connectors !kShthing-Nailing-Diap.Chord Splice iyaII-Doors-Area-Occp.-Prop. c Access; Size & Romex Protection -Draft Stop -Ins. Baffles -Lam cert. -Placement -Support el Buildings-Purlin-Girders perty Line Firewall & Openings f. Ext. Doors -Handicap Access Us; Width -Headroom -Rise -Run -Landing -Fire Protection plywo on Roof Overhang -Attic Vents -Rafter Outriggers Veneer cco Mesh -Drip Screed -Fd. Vents-Underflr. Access ' Area -Glass Protection -Skylights -Plastic -Fire Port. ear Walls -Plywood-Nailing-Conn to Roof 146 ulation-Walls-Ceilings iltration-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 AL (Plans) OK except #'s 6 Ext. Step dor & Sidelight Protection -Landings 64. E " - umber -Placement urnace; Vents -Clearance -Comb. Air -Connector - In Garaoe: Above Floor -Ducts -Meeh. Protection K Elec. Trim & SU�nel; Breaker Sizes &kfbels 69. Stairs Handicap -Door Levers -Fin. Floor 5 i Elec. s at Wood Panel; Int. & Ext. tr. Htr., Vents -Clearance -Comb. Air-Connector-P.R.V. e Floor -Meeh. Protection Mech. Equip. Listed for Location ation-F am -Looked in Attic ❑ Yes i 7 Is & Deek-6ewstruction=Post-Gaps— Pff Fdn. Vents & Crawl a Door- _Drainage & Wood -Earth Clearance Lo and oor 77. St wn-FipiSh 7 C nit' Disconnect, Elec , P�bing 79. Jeants Roof; Plbg.-App' ce-Fifiept earance 8 W W'Disconnect, Electrical, Plumbing 81. Ex or Ele_c-Trim; G.F.I. Receptacle -Underground 83ootLpf Protection 8 . Corrections from Previous Inspections 85. Gas Te&6Meters Tagged; Gas -Elect '6 86. & •Sewer Connected - o Grade -HD Approval ner Compliance Certificate -Other Certificates 8 . oofing Certificate -Fire Rating i 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: Ai±eaders & Beam -Size & Bearing -Support Fix. Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) 'c ,-s1.�`ti-..._:..._: �+''�k+-'�,."y=�*,,•i.,�'.4.t�'"��-'� r)' .���'�'y��_�, y�'.�.:3 .�-p=ro ��"�: COUNTY W BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE 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. i Date �o� Li Cl Inspector !/ REV 10/92 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 OWNER PERMITIN0. 7 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. goo LLAC� 1) Nil, --- 1. V 4 Date /,0`/�.�rA;--,,�i,:::i�l'n,8�pi�ctor REV 10/92 COUNTY OF, BUTTE'., BUILDING DIVISION DEPARTMENT OF•DEVELOPMENT SERVICES _ 411 Main Street, Chico, CA - (916) 891-2751 7 County,Center Drive, Oroville, CA - (916) 538-7541 :tea. Y CORRECTION NOTICE OWNER PERMIT NO. A routine/tthis ndicates that the following violations of Butte County Ordinances exist at the abovnd should be corrected. Please notifVthis office when correction of work is complehave any questions pertaining to this matter, or need additional explanation, please cooffice immediately. ^� .� A Inspector CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS G� C-V--e'/Z Co,, }-, C T l- LOT K ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 [g aMINDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 's S�(J *-a-, ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O.. BOX 1631, RENO, NV 89505 LIC. -#1 0675 ❑ _ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION_ TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.O. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS 2, 754 �v KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER �-y�•\ W R GRACE THIS IS TO CERTIFY THAT INSQ64MON AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND ,/KE,GOLATIONS. • SI NATUR LATION C NTR T TITLE DATE MANAGER SIGNA RE -G E CONTRACTOR TITLE DATE REMARKS: SIC -303 BUILDER COPY t ♦ ♦ December 17, 1997 A?o os — -3 to --o AEC ..� GROUP ARCHITECTURE ENGINEERING CONSTRUCTION MANAGEMENT Butte County Building Department Vernel Brown/ Inspectcr Larry J. Warner Chico, CA. ARCHITECT A.E.0 ti Re: Inspection for the Sheriff s Sub -Station a Dear Vernel: Y 4. I have completed my inspection for the Butte Co. Sheriffs Station in Magalia in accordance with my July 30, 1997 letter addressed to George Kellogg. I have found everything to be satisfactory. Sincerely, 916-892-9008 2059 Forest Ste, 6 Chico, CA 95928 Email amgroup@aol.com W W W. E=ffrouD-Com J. Warner, A-I.A . B UTM Cor3fqyy BULDlNv D'—PRTtJE_i4r L APPROVED I- s-gg f27' 1TV I 'rWE k"l-r—AF-0 fS co(Z TSF_ 1= ► I L' 0 SEP -18-97 T:IU 08:33 AEC GROUP A•E•C GROUP ARCHITECTURE ENGTNRF.R.ING CONSTRUCTION NIANAGEMENT Larry J. Wamcr ARCHITECT A.T.A 916-892-9008 2059 Fmcut Etc. 6 Chico, CA 95929 Bm.0: mgmup@..uol.c -- www.umgroup.com September 18, 1997 91611892+0393 P.02 - 42/ Vernel Brown /Plan Check Officer Butte Co. Building Dept. Chico, CA. 95927 Re: Sheriffs Sub -Station Magalia. Dear Vernel: The separate pour in the stern wall and the footing is adequate. Thank you, rry J. Warner. A.. LA eurrE cauNrr oePaFftErv, Ac":)ROVED PHL ARCHITECTURE PLANNING ENGINEERING Larry J. Warner ARCHITECT A.I.A r 916-892-8008 2059 Forest Ave. Ste 6 Chico, CA 95926 July 30, 1997 1 George Kellogg Butte County Building Department 7 County Center Drive Oroville, Ca. 95965 Re: Sheriff's Sub -Station Magalia. Construction observation. Dear George: I will provide structural inspections for this project and my proposed inspections are as follows: 1. Foundation, prior to pouring. 2. Framing, prior to cover. 3. Shear wall nailing. 4. Final framing. Sincerely,_ J. Warner A+E*C GROUP ARCHITECTURE ENGIN1iF.R.ING CONSTRUCTION MANAGEMENT Larry J. Wumcr ARCHITECT A.1.A i 916-892-8008 2059 Furry! Ste. 6 Chico, CA 95928 -mail amiaouvamol-eem /47T vlv� Se tcmber 1 A 1997 P q / Vernel Brown /Plan C.'heck Officer Butte Co. Building Dept, Chico, CA. 95927 L Re: Sheriff's Sub -Station Magalia. Dear Vernel_ e r 'The separate pour in thtt'. stcm wall and the footing is adequate. Thank you, � E IT J. Warner. A. 1. A t i •4 4 1 j. LTTE COUNTY WRLOM DEPAMMEN! APPROVED 6 r ,i BUTTE COUNT, DLI-'AR'4 . APP[joveo COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR CEL NUMBER is ' VV,_ 66=31'006 & 005 ZONING PQ BUILDING PERMIT OWNER a COUNTY or, Bumnn TELEPHONE SO. FT. OCC. . BUILDING VALUATION OWNER'S MAIUNG'ADDRESS '-`,*- #7 COUNTY CENTER DR OROWILE p� 1203 B 68 (� -571.00 CONTRACTOR'S NAME- TELEPHONE CONTRACTOR'S MAILING ADDRESS A CONSTRUCTION LENDER , LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 68,571.00 . ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ 500.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 325.00 BUILDINGADDRESS 16166 SKYWAY Energy Plan Checking Fee $ 23.00 FIAGALIA PERMIT FEE. $ 86$.00 LOTNO. 6 SU BDNIS19N'��A�ME bKXWAY 'LAZA PARCEI.S!P 4 j-$ PLUMBING PERMIT Filing Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 19Other OFF'Tcu SPECIFY Each Trap 31 7.00 21..00 Solar or heat pump water heater 23.00 Water piping 15,00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION OF 1203 SQ FT OFFICE SPAXCE TO 3 EXISTING OFFICE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I c I W 920.00 PERMIT FEE s �86,00 SHERIFF'S SUBSTATION ELECTRICAL PERMITLESS Filing Fee 20.00 600VMain Service 20.A OR LEss T 23.00 23. 00 i' 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 o the Business and Professions Code, and my license is in full force and effect. License Class AB LIC. No. 231321 OWNER -BUILDER DECLARATION < 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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 th �t project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason / Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLDS. 3.5aSa FT. NEW CONST.MUITI.OUTLET NON-RESID. B ANC CI c TS @7.50' POWER APPARATUS 8 SINGLE OUTLET CTR. S 60.00 Ex. Occup. OUTLET OR FIXTURES BApL @ I.50 Ex. Occup. O E AEESSID.OEA 5.00 Temporary Service 23.00. Mobile Home Facilities 20.00 Misc. Wiring23.00 4E - , PERMIT FEE .. = 103.00 t. 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. <O 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' comPert @tjon u ance carrier and policy number are: Carrier 6111. WLy� MECHANICAL PERMIT -t' Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation i 0 4.50 PERMIT FEE $ Policy Number 554655-97 (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 4provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date f9�.�8' -H � _ Signature of Applicant - ❑ Owner ©-Contractor ❑ Agent' An OSHA permit is required for excavations over 5'0" dee and demolition or construction of structures over 3 stories in height. p 9 Mobile Home Installation Fee $ Energy Inspection Fee $ O• Occ CONST. TYPE TOTAL FEE $ �EX - "V D. TMP CDF pAgC pp HD ,IssuE This permit is hereby issued under of the Butte County Code and/or indicated above foiywhich fees have By i�' +�// J ti PERMIT EXPIRES / the applicable provisions Resolutions to do work been paid. Date C-' �E F - , (Da to) Receipt No.AXF.R!i�i' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 'ar 1AA •1• :IIIMrIIr. 1111111:- 11 C Qua ntv i 0 1! 11 tfT Ts fa fi'T CEQA those projects over which public agencies exercise only ministerial authority. Since ministerial projects are already exempt, Categorical Exemptions should be applied only where a project is not ministerial under a public agency's statutes and ordinances. The inclusion of activities which may be ministerial within the classes and examples contained in this article shall not be construed as a finding by the Secretary for Resources that such activity is discretionary. 15300.2. Exceptions. (a) Location. Classes 3, 4, 5, 6, and 11 are qualified by consideration of where the project is to be located—a project that is ordinarily insignificant in its impact on the environment may in a particularly sensitive environment be significant. Therefore, these classes are considered to apply in all instances, except where the project may impact on an environmental resource of hazardous or critical concern where designated, precisely mapped, and officially adopted pursuant to law by federal, state, or local agencies. (b) Cumulative Impact. All exemptions for these classes are inapplicable when the cumulative impact of successive projects of the same type in the same place, over time is significant --for example, annual additions to an existing building under Class 1. (c) Significant Effect. A categorical exemption shall not be used for an activity where there is a reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances. 15300.3. Revisions to List of Categorical Exemptions. Any public agency may, at any time, request that a new class of Categorical Exemptions be added, or an existing one amended or deleted. This request must be made in writing to the Office of Planning and Research and shall contain detailed information to support the request. The granting of such request shall be by amendment to these guidelines. '. 15300.4. - Application by Public Agencies. Each public agency shall, in the course of establishing its own procedures, list those specific activities which fall within each of the exempt classes, subject to the qualification that these lists must be consistent with both the letter and the intent expressed in the classes. Public agencies may omit from their implementing procedures classes and examples that do not apply to their activities, but they may not require EIRs for projects described in the classes and examples in this article except under the provisions of Section 15300.2. 15301. . Existing Facilities. Class 1 consists of the operation, repair, maintenance, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that previously existing, including but not limited to: (a) Interior or exterior alterations involving such things as interior partitions, plumbing, and electrical conveyances; (b) Existing facilities of both investor and publicly -owned utilities used to provide electric power, natural gas, sewerage, or other public utility services; (c) Existing highways and streets, sidewalks, gutters, bicycle and pedestrian trails, and similar facilities except where the activity will involve -removal of a scenic resource including a stand of trees, a rock outcropping, or an historic building; square feet, whichever is less; or (2) 10,000 square feet if: (A) The project is in an area where all public services and facilities are available to allow for maximum development permissible in the General Plan and (B) The area in which the project is located is not environmentally sensitive. (f) Addition of safety or health protection devices for use during construction of or in conjunction with existing structures, facilities, or mechanical equipment, or topographical features including navigational devices; (g) New copy on existing on and off -premise signs; (h) Maintenance of existing landscaping, native growth, and water supply reservoirs (excluding the use of economic poisons, as defined in Division 7. Chapter 2, California Agricultural Code); (i) Maintenance of fish screens, fish ladders, wildlife habitat areas, arfiticial wildlife waterway devices, streamflows, springs and waterholes, and stream channels (clearing of debris) to protect fish and wildlife resources; (j) Fish stocking by the California Department of Fish and Game; (k) Division of existing multiple family rental units into condominiums; (1) Demolition and removal of individual small structures listed in this subsection except where the structures are of historical, archaeological, or architectural significance: (1) Single-family residences not in conjunction with the building of two or more such units. In urbanized areas, up to three single-family residences may be demolished under this exemption. (2) Apartments, duplexes, and similar structures, with no more than four dwelling units if not in conjunction with the demolition of two or more such structures. In urbanized areas, this exemption applies to single apartments, duplexes, and similar structures designed for not more than six dwelling units if not demolished in conjuction with the demolition of two or more such structures. (3) Stores, motels, offices, restuarants, and similar small commercial structures if designed for an occupant load of 30 persons or less, if not constructed in conjunction with the demolition of two or more such structures. In urbanized areas, the exemption also applies to commercial buildings on sites zoned for such use, if designed for an occupant load of 30 persons or less if not demolished in conjunction with the demolition of four or more such structures. (4) Accessory (appurtenant) structures including garages, carports, patios, swimming pools, and fences. (m) Minor repairs and alterations to existing dams and appurtenant structures under the supervision of the Department of Water Resources. (n) Conversion of a single family residence to office use. (o) The conversion of existing commercial units in one structure from single to condominium type ownership. 15302. Replacement or Reconstruction. Class 2 consists of replacement or reconstruction of existing structures and facilities where the new strutute will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced, including but not limited to: (a) Replacement or reconstruction of existing schools and hospitals to provide earthquake resistant structures which do not increase capacity more than 50 percent; - 122 11 123 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - T�Dellephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �/! ✓S ASSESSOR PARCEL NUMBER l ZONING BUILDING PERMIT BME COUNTY TELEPHONE SQ. FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 14166 SKYWAY MAGALIA CONTRACTOR'S NAME AZEETppCVEDO CONSTRUCTION TELEPHONE 894-2360 B6A VT§Fq MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation Is CHITECT OR ENGINEER lrICHARD PRATER (B. C. LICENSE NO. Film Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 14166 SKYWAY MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADD 491M UP GENERATORS 13A& Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I GI W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 Main Service '200A .A oR mss 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 ful rce and effect./ License Class Lic. No. 6 /4 1 z 1 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 Mein Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( d ACC. BLDS. s0 3.5¢FT. NEW CONST. MULTI-OUTLU NON-RESID. 7.50 POWER APPARATUS 8 SINGLE OUTLET CSI R. Ex. Occup. OUTLET OR FIXTURES .00 BAS@'.o Ex. Occup. oFirntrs AEsio °FRn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43..00 WORKERS' COMPENSATION DECLARATION 1 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' cogDpensation insurance carrier and policy number are: Carrier C i= .L N �L l Policy Number I' 5 V b (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 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' fompensation provisions of section 3700 of the Labor Code, I shall forthwit komply with thse provisions. Date Signatu of A caner GP-Whtractor ❑ Agent An OSHA perm' ired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE PAL FEE $not HAZ. D. FEESFLaoD COF PARCEL PO E This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have r By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. %ate Date ReceiptNo. ijl WHITE-D.D.S.-B.D. f CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT - v�rnn I RIGID 1 vr UcvtLvtl'MtN r SERVICES -BUILDING DIVISION 7 County Center Drive • Oroville. California 95965 • Telephone (530) 538-7541 (Rev.12/96 APPLICATION AND PERMIT �? g�" ANSUSOR►AWK NASM BUILDING PERMIT OWN" f, C (J vo T aa.aNa FSOFr.' OCC. BUILDING VALUATION .. Fire lace awns MALlO ADOWN 'T / 6 G OONTRACIOR7 /NI! d7��I/V LYVf>��i.1 Q / N! -Z3d-a OONflMCT0111.tY1L�N0 Y�X � (� � - COWMAC M UMat , /�n �tL� /�f t me" MUM AMR = Total valuation S Firing Fee S 20.00 Permit Fee = AftWrECT 0e &"Kffl t��� ��� C_ acus! No. AR04rlcr OR WMEM4 MUM %DDMS suLoraAooRw Plan Cho,'' n Fee = Energy Plan Checking Fee i PERMIT FEE S PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 toTFn suewve,ONy►wie �� Iw USEOFSTRUCTURE /' SFO Duplex O Mobilehome O Other (✓Ej tvecsr Solar or heat um water heater 23.00 . Water piping t 5.00 TYPE OF WO New O Addrtion O Remodel O Utlitios hsia wion O Other O Descrlbe Work: Ab 1) 6"t^ kA •"6k Wy_&4 0 Each as water heater or vent 15.00 Gas i in stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S • ELECTRICAL PERMIT Filing Fee 20.00 _ - — — -- Main Service= oORR ur�ss 23.00 3..� Main Service 200% TO 1000A 48.00 NEW C016T. ( OWBLNO OCCUV. 30, OR ADONl. a ACC'_ KDo. 3.50FT. " Ex. OCCU ovnaT OR FOnuAE9 200 10D ML Z. EX. OCCU f710 Dom' OUTtET9 ESIO. EA S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. W'uinq 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Conlin Hood 8.50 Ventilation PERMIT FEt S Mobile Home Installation Fee S bEne,rgyInspection Fee S comr. ripe TOTAL FEE $ HAL 0. FEES IMP FLO00 COF V.RCELVO Opermit is hereby issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON -LH114 L) Ur IVA I U K A L WEALTH ANC 3EAUT`/ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Michael Pyeatt, General Services Administrator 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 Butte County TELEPHONE: (916) 538-7541 25 County Center Drive FAX: (916) 533-2140 Oroville, CA 95965 Re: Addition to Butte County Sheriff Substation, Magalia Date: 7/24/97 A.P. No. 066-310-005 &-006 Permit #97-1231 With reference to the above subject, attached is: [x] Plan Check -List [ ] Red Marked Calculations J Red Marked Plans [x] Other: - Hazardous Material Form Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requested [x] Resubmit calculations with revisions as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerelv.-9 Plan Check cc Larry Warner, Arch 2059 end ue, Suite 6 �co, A 9 8�_ 1 PLAN CHECK LIST Permit Applicant: Butte County Sheriffs Department Permit #97-1231 Date: 7/23/97 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: 0 Provide the following items requested on the Permit Application Data Sheet: 1,;�) omplete and return the attached Hazardous Material Form ffbtain approval of the project from the Butte County Health, Pl ing and Land :Z'_er (:: rovideContractor's license information and contractor's workers' compew & policy number. ��4f� ��,f`j JG S i ✓cam Have truss designer s ow russes-are-ade ua e o support proposed roof mounted HVAC unit. ,3--1--The proposed facility is consider an essential service by the building code (Table 16A - K). Revise calculations and design to reflect the essential facilities requirements of Table 16A -K of the California Building Code(CBC). The licensed designer is to provide structural observations as required by Section 1702A of the CBC. Indicate observation schedule. OWNER: BUILDINGP ER: .PLAN CHECKER: APMMBER: A. GENERAL: Zoning requirements, Planning approval. Valuation. 8. Plans signed by an engineer or architect. Proper description or work on application. �! Existing violations on property. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). 'Improvements or drainage, Land.Development approval. B.. PLOT PLAN: ) Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. _ Other buildings or structures. Grading, fills, drainage: - Flood hazard Special conditions on creation map (noise, C.D.F., sprinklers, foundations; etc. F.A.U. & F.A.S. road set back. - - - Building or utilities across lot lines (Lot Merger). C. OCCUPANCY REQUIREMENTS: ti _ D. Building use: vv Occupancy Group: Type of Construction: � Building floor area: / OccupantLoad: / 7 C. leo oe���� Basic allowable floor area: SOD sq. Basis for increa�`� ft. Tota, a„o w able -floor area: Compliance with specific occupancy requirement. - Occupancy separations (Section 302). Area separations (Section 504.6). Firewalls due to location on property (Section 503). Maximum height requirements (Section 506). Draft stops (Section 1505). Ventilation and special hazards requirements (Section 3). Automatic fire sprinkler system (Section 904). Fire alarm systems (Section 310.10). Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, © H Occupancies. Smoke detection system. C.D.F. or State Fire Marshal plan review. 15.e/?+ 7/;, 1r-5 Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). Physical Disability Requirements (Title 24). Wholesale Food Manufacturing (Plans to state DHS/FDB). TYPE OF CONSTRUCTION REOUIREMENTS: Roof covering requirements (Section 1503). Parapet walls (Section 709.4). Toilet room floors and walls (Section 807). Guardrails (Section 509). February 1996 3.4 February 1996 3.5 Detailed types of construction requirements. Proper roof pitch for roof coveting (Section 1507 & 1508). Attic access and ventilation (Section 1505). Roof drainage (Section 1506). Skylights Section (2409 & 2603). Stages and platforms (Section 405). Interior wall and ceiling finish (Section 801). Fire resistive requirements. Walls, floor, ceiling, penetrations (Section 702). Wall and ceiling covering installation (Section 2500). Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). - Foam Plastic (Section 1715). E. STAIRS, EXITS AND OCCUPANT LOADS• General Exit Requirements (Section 1001.4 & 1006.3). - Number of exits, width and locations (Section 1003). Doors (Section 1004). Corridors and exterior exit balconies (Section 1005). _ Stairways, rise and run, width, winders, and construction (Section 1006). 6 Horizontal exit (Section 1008). Exit and smoke proof enclosures (Section 1009). Exit signs and illuminations (Section 1013). _ Aisles and seating (Section 1014 & 1015). -T----Floor Exits for occupancy groups (Sections 1016 - 1019). level exit signs (Title 24'& Section 1013). F. NUSCELLANEOUS REQUIREMENTS• Masonry chimney (Section 3102). .-2- Veneer (Section 1403). 3. Special Inspection per U.B.C. Section 1701). a. High Strength Bolting. b. Field Welding. �- Masonry (full stress). d. Concrete (f c>2500psi). 4. Special Certifications - Mill Certificates. 5. Expansive soil - Special design. 6. Cut/Fill slopes, compaction tests, grading. 7. Noise requirements (Planning, Appendix Section 1208). 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. 6. Combined tension and shear @ steel RF anchor bolts. 7. Braced roof and wall bays. H. OTHER: February 1996 3.5 LIMITED STRUCTURAL CALCULATIONS FOR SHERIFF SUBSTATION ADDITION' FOR COUNTY OF BUTTE SHERIFFS, DEPARTMENT JOB SITE APN 14116 SKYWAY MAGALLA, CA No. C19689 `p�� X7-3/-9 9 PF OF PHL gARCMTECTURE + PLANNING + ENGINEERING Larry I Warner, ARCHITECT 2059 FOREST AVE., SUITE 6 CHICO, CALIFORNIA 95928 916-892-8008 Lateral Loading: Area, Height & Weight Data Page 1 MaxQuake ........... . . ..................................... .............................. ...... .............. 051:123:136t.1606-:Sheiriff Joi : - FLOOR PLAN AREAS & SHEAR WALL GRID SPACING Establish Grid Spacing and Floor Plan configuration at Each Levels Left iear Wall Spacing Back Entry Order: 1st FI'T', then Second Floor "T. Roof 2nd FI/RfAli-40: ...... Roof 2nd FI/Rf:f.1�0'�.-.:: BUILDING CODE enter `X' 93 BOCA Roof -2nd FI Roof Rf; Block Area Right 94 SBCCI 662.5 24 OH Overall Depth oof Floor ::::: i::::: 94 UBC hRe= hRi= Block Block Perim Overall Ove4l Depth of Roof at 2nd A FI/ Area Area Wall Width 658 6 :.: ....... I62.5 y J Roof A., ............... 2nd FIIRf ix . .. . . . . ..... A 1st FI . ........ .... . , , :::.::: ....... ........ ............... Roof ......... ........ 2nd Fl/kf: 40 85 10 Roof Area vRe vRi Roof Area Floor Area WI Perimeter vRe vRi Floor Area WI Perimeter 99.87 hRi= 91.74 WlArea We= 51.2 W1= 265.44 1605 1045 887 1605 195 1995 Archforms Ltd. Lateral Load Analysis & - 56 Tvpical Overhang 79$ Roof -2nd FI Roof Rf; Block Area Tvpical 662.5 24 OH Overall Depth Roofing Z_ hRe= hRi= 2nd Fl Roof 39.58 Ove4l Depth of Roof at 2nd A FI/ Rf. Block Area 330.12 457.28 235.8 186.48 395.8 Snow Pl. Block Area other 7 Perim. Wall 8.6 Ceiling Overall Depth 39.58 Z-_ 3 hRe= 126 hRi= 144 1st Floor Ext Finish FtoB LtoR We= wi= F! Block Area 330.12 457.28 235.8 186.48 395.8 Framing Perim. Wall 23.58 10 7.5 48.08 Overall Depth 39.58 2-- 3.2 We= 51.2 Wi= 396.8 Z=Iess of!,9m of leas' heriz dir,-. or40,,'bofFt. bu'nmd les r than 4%,)f !eas;hori7. cl;m. or ft. 40 85 10 Roof Area vRe vRi Roof Area Floor Area WI Perimeter vRe vRi Floor Area WI Perimeter 99.87 hRi= 91.74 WlArea We= 51.2 W1= 265.44 1605 1045 887 1605 195 1995 Archforms Ltd. Lateral Load Analysis & - 56 658 56 56 Roof -2nd FI 56 Tvpical 662.5 24 OH Roofing HzProi 160 16 hRe= 40 85 10 Roof Area vRe vRi Roof Area Floor Area WI Perimeter vRe vRi Floor Area WI Perimeter 99.87 hRi= 91.74 WlArea We= 51.2 W1= 265.44 1605 1045 887 1605 195 1995 Archforms Ltd. Lateral Load Analysis & - Overturning Calculation Template TYPICAL DEAD LOADS Roof Roof -establish Dead Loads (lbs)o Pitch Height Roof Interior Wall Roofing Gyp. Bd::::::6: Roof Sheathing .... . . . ... . llllllllllll Framing FI/ Framing Int. Finish::::::":: Snow ist F! Sla6: Y? other 7 8.6 Ceiling Insulation 92IIIExteriorWall 12.5 Framing Wind Ht.(@Gable Ext Finish FtoB LtoR Gyp. Bd. 10.25 Shear: '-wer "Y'al fridge & Hip Other Framing 5.5 Insulation Floor Gyp, Bd.:::::.. Flooring Sheathing Other:,:: Framing slll3s5111 .... 10 Insulation Other 10 FLOOR HEIGHTS & WIND AREA -Establish Floor to Floor and Roof Heights (ft)s Roof Roof Floor Pitch Height Height X1,1 2 Roof .... . . . ... . llllllllllll FI/ 1st Floor ist F! Sla6: Y? en,er average ht. 111<111> Crawl Sp/Bs mt Foundation Wind Ht.(cDRidqe 12.5 Wind Ht.(@Gable 10.25 Ridge -Runs? FtoB LtoR Mean Roof Ht. 10.25 '-wer "Y'al fridge & Hip direction Him? r d. Lateral Load Analysis Page 2 MaxQuake 01995 Archforms Ltd. uly::1;2;:1996 fla :#3:'71.241.91: FiFm: I FIL:ArctiitEcts:;:;::: Lateral Load Analysis & Doti: 8051:2:6ufteo: Slaeiiff : Bv': LatTv J::VVamer: Overturnina Calculation Temolate SEISMIC LOADS UBC Trib Area L to R Establish Dead Loads - Wind Load Figure 16-1 Mat. Weights 2nd Floor 1st Floor Base Level Item DL(pst) Area (so DL(Ibs) Area(sf) DL(Ibs) Area(sf) DL(lbs) Wt Roof 7 1 -able 4 6.-G Ce 1605.48 11238.4 Wt Ceil 5.5 1.3 . 1605.48 8830.14 Wt Ext WI 10 144 780.64 7806.4 Wt Int WI 8.6 2nd FI Wt Floor 10 Sum 2nd Sumist 27874.9 Base interior iva l detauT o psf of floor area Sum 2nd,1 st & Base 27874.9 Distribute Weights to Various Levels - Tributary Weiaht Wt Roof 2nd Wt Ceil 2nd 1/2Wt Ext WI 2 Wt Int WI 2 Wt Floor 2 Wt Roof 1 st Wt Ceil 1 1/2 Wt Ext WI 1 Wt Int WI 1 Wt Floor 1 1/2Wt Ext WI Bsmt Wt Ceil Bsmt Li6e Sum 27874.9 Roof 2nd FI 1st A Line Line Line 11238.4 8830.14 7806.4 -Determine Base Shear* UBC Formula (28-1) BOCA SBCCI Wt Sum 11238.4 8830.14 7806.4 27874.9 *Distribute Shear to Various Levels* SBCCI 1607.4.2 UBC formula (28-8) Force at Level x = V (Wbo(Hbo/D(Wti)(Hti) BOCA 1612.4.2 Ft assumed = 0 Ht is measured ii -urn plate to foundation: Wt x Ht x (Wt)(Ht) Fx Roof 2nd FI/Roof 27875 8 222999 4312 1st Floor D 27875 8 222999 4312 WIND LOADS eWind Pressure• UBC Trib Area L to R P=gslwCeCq Wind Load Figure 16-1 End Z Section 1611 Ex DP*At End Z Inter Z fable 16-1C Zan Table 16-F qs 12.6 1 -able 4 6.-G Ce 0.62 Table '6-H,#F2 hCq 1.3 . Table 16-1-1,42 vCq -0.7 Hz. Force (psf) Ph= 12 Vt. Force (psf) Pv= -6.289 -Total Wind Load In Each Direction At Each Level (lbs)* SBCCI 0 Zone:::-::::: :::::: Gone Plla.. Fig.16-2 z= If)3 € Tab?e 16 -1 F77777MGOVERNING LATERAL LOADS Ip= i 1> Table 16-K -Maximum Total Load In Each Direction At Each Level (Itis)+ C= i'27i F ar:ru!a (28••2) Front to Back Governs Side to Side Governs Rw= 1 j I j Table 16-N Roof V= ZIpCW/Rw V/W= 0.1547 2nd FI/Roof . 5,769 Wind 4,312 Seismic V= 4312 lbs 1st Floor 2,616 Wind 1,849 Wind Trib Area F to B Trib Area L to R Wind Load End Z Inter Z DP*At End Z Inter Z DP*At F to B L to R Roof Roof 2 126 144 3,153 100 92 2,238 2nd FI 5,769 4,087 1st Floor 51 . 397 5,232_ _ 51 265. 3,698 2,616 - 1,849 Up Roof Uplift Up Roof 2 1,045 887 Uplift -12,148 -12,148 Zone:::-::::: :::::: Gone Plla.. Fig.16-2 z= If)3 € Tab?e 16 -1 F77777MGOVERNING LATERAL LOADS Ip= i 1> Table 16-K -Maximum Total Load In Each Direction At Each Level (Itis)+ C= i'27i F ar:ru!a (28••2) Front to Back Governs Side to Side Governs Rw= 1 j I j Table 16-N Roof V= ZIpCW/Rw V/W= 0.1547 2nd FI/Roof . 5,769 Wind 4,312 Seismic V= 4312 lbs 1st Floor 2,616 Wind 1,849 Wind Shear Wall Segments Data, Lines 1-8 Page 3 MaxQuake ©1995 Archforms Ltd. ....::::::::::::: }taly::1 ;;1 9 i Fte :#3: {.2418 ::::: ........................................................... Itm::::f?ML fchitects:::::::::::::: Lateral Load Analysis 8r ....................................................................................... ;}pb :::::::::::::::::: 5.: • 3 ..t.. o: f#:::::: ::$ .: :: :....:;1; ....:..::.....:.....::::: OverturningCalculation Template Line 1 Line 2 Line 3 Line 4 Line 5 Line 6 Line 7 Line 8 -g denote the ;nail s�gmenl e1" Letween operinus alone a s11 a wall lire that can;r lalerdi forces frern above is shear walk. floor diaphragm or foundations belo'4+. Shear avail Ht,': o is fmi?ed to 3 5 to 1 for edge blocker,' rkwood. ' Frror' ao ears if exreeded See Code ,h.16 for max. HU Lq ratio,=, for other materials and assemblies. 2nd Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Level WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI a::::::::::::a:::::::::::: a::::::::::::a ................. a::................... a:::::::::::::a:::::ll::::::: a:: Number : b :::: :::::: :: b :::::::::::: b :::::::::::: b :::: `:::::::: b :::::;::::::::::::::: b ::::: :::::::: b ::::: s ::::::: b :::::::: ':': ....:::;:;: 1N I :::;::::::::::::: Lih65:.:.:. Ln Run:::: a ::::: 1 ' ::::::: a ::::: l :::::::: .... a ::::: ..... ::::::: a :: . e :...:.:.:.:.:........ a .... :::::: a ::::: s ::::: : ..... a :::::::::�:::•::�:�: :rom:::: f ::::::::::::•::::::: f ::::::::::::::::::::: .....::::::::::.•..•..•. f .. . f :::::::::......: f ::.................... f :::::::::::•:•:.::.. f :::::::;:;:;:::::::: 9 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg 1st Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Level WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI WI a. 24:::::811:::x:: f : l'8€:.::: E: a :.:.:: Y...... a :::::8sll ::::::: a ::::: t3::::::: a :.. 8......... a :18:: $:::Y:::E a ::::::::::::::: a b :::::::::: :: b ::::::::::::: b :::::::::::: b :::::::::::: b .... ;:::::::::........ b :::::::::::: b ::::::::....... b ::•::•::: c :::::: ::::::::...... c ::::::::::::: c:::::::::::: c:: ::::::::::...... ::: ;:.:.:.:.:.:.: c :...:.:.:.:.:........ c:::::::::::: c :::::;::::.:.:.:::.:: ::::::::........ c ::•::::::::::•:•:•::: d ::::: ........ :.:.:.:.:........ d ::::: ' :::::::: :.:.:.:........ d ::::: ::::::: :.:.:.:.:........ d ::::: ::::::: :.:.:........ d ..•.•.:.:.:.:.:.•.•...•... ................. d .:::: ::::::: :.:.;.:........ d :::::: :::::::: :.:.:.:.:....... d :.:.:.:.:....... . e..:.:.:.,:::;:;::::.:.;.:.:.:.:.: ........ ...................... e:.:.:.:.:.;:::::;::.:.:.:.:.:.:.:. e.:.:.:.:.::::::,:::.:.:.:.:.:.;.: e.:.:.:.:.::::::::::.:.:.:.:.;.:. :.:.:......... e:.;.:.:.:;,:,:;:;::.:.:.:.:.:.:.:. e.:.:.:.;.::;:::::;::.:.:.:.:.:.:.: e:.:.:.:.:.::;:;:::;.:.:.:.:.:.:. ........... a ;::.:.:.;...:.;. f :::::::::::: f :.:.:.:.:::::::: f :::::::::::: f :::::::::::: f :::::;:::::::::::::::: f ::::::::::::: f ::::: sill 1::::::: f .... .. ..... 24 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg 18 Sum SegLg Sum SegLg Sum SegLg load trans to adj line load trans to adj line load trans to adj line load trans to adj line Base Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Level WI WI WI WI WI WI WI 1M WI WI WI WI WI WI WI WI :::::: a::.......:.:.::........: a::::::::::....:..•.:::::::: a:.......:..: a ::::......:.... ....: a , •...:..... a :: a :.:.:.:.:....... a :::::::::•:::•::: b ::::::::::::: b ::::::::::::: b :::::::::::: b ::::::::::::: ..... :::::.. ::::::::........ b ....:.:.:.:.:........ ............ b .::::'1:::.:.:.:.:.: :::::::::::.:::::: ....::::::::::::::::•:•:•: b :::::li1:::::::: :.:.:.:.:......... b :: :::: c::::::::::::::::::::::c:::::::::::::::::c:::::::::::::::::c::::::::;::::::::::::c::...................c::::: :::;::::::........ :................ :.:.:.:....... ......:.:.:.:.:........ ::::::::c::::::1::::111:::::::: ::.:.::::... ... . c:::::l:ls:::.:.:..:.: d ::::':::::::: d :::::::::::: d :::::::::::: ........ d ::::€1:::::::: d :................ d ::::::::::::: d :::::::::::: d e ::::::::::::: a :�:�:�:�:�::;:�:•:•:•:•: a :::::::::::: a :... .:::::::::.. • • .. • • e :::::::::;;':::::::::::::::: a :•:•:�::��::::�:�:�: a ::•:•:::•:: f ::::: ::::::: f ::::::::::::: f :::::::::: :: f ::::::::::::: f .•...:.:.:.:.:....•.... f .:::::::::::: f :::::::::::: f ::::::::::: :.:.:.:....... :.:.:.:......... :.:.....:........ :...:.:....... :.:.:...:....... :.:.:...:....... :...:.:........ . Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg f.e. Segment Lar:gtn H? - S,+tall H :c ht ide cult va;ue from Shee? 9' ovent!rite if different. Be. iNI - Bearing I-;+`+all? Y-+,es, N-no Ell 1N! - Fxt. or int. Wali? F.-Ext I-Int. Shear Wall Segments Data, Lines A -H Page 4 MaxQuake 1995 Archforms Ltd. ........ ....... ............. ... :loll&13:7241. 7:::: ... M.... 1. Lateral Load Analysis & .................. 9 ............................................ ....................................................................................... Overturning Calculation Template Line A Line B Line C Line D I Line E ILine F I Line G Line H 1-7 denote thewall segment, (�eg) between openings along a shearwall kne that caw.; lateral from abnve to shear vi!--Ils, rioor�fia,,hraom or four;�abon-� be�ow. iShea: wall H -";:.o is 1;6e -d to 3 5 to 1 for edoe blockocirl,,vocio'. 'error' aaoears if exceeded See Code Ch.16 for Max, HtjLa ratio: ',c -..r other —.34e ri.3;s and assemblies.. : 2nd Lq Ht Ber E/I Lq Ht Ber Ell Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Level wl wl wl wl wl wl wl wl wl wl wl wl wl wi wi wl .......... ..... Liett6r::'::: 2 ........ 2 .... .... 2 ... 2 ..... .......... ...... 2 2 ... 2 2 1.... 3 3 .......... 3 3 3 3 3 .... 3 in6s::::::: 4 ...... 4 4 4 .......... 4 ....... 4 4 . . 4 ... Run:::: . . 5 .... ....... ... ....... 5 ..... 5 ....... . . 5 5 5 5 5 ...... . . . . 6 .... 6 .... .... 6 . : ... ...... 6 ........... 6 6 6 ....... ...... ...... ..... 6 '. .. *.'. . . . Sid6:::.::::: 7 7 7 ............... ..... 1 ...... ..... ::::. ..... 7 7 ........ ...... ..... 7 7 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg 1st Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber Ell Lq Ht Ber E/I Lq Ht Ber E/I Level wl wl wl wi wl wl wl wl wl wl wl wl wl wl wl wl 4: 'A. . ........ .. .......... ..... ....... .... ...... ...... . . . . . . . 2 2 2 2 2 ... 2 2 ..... . 2 .. . . . ....... 3 3 ........... 3 ....... 3 .... ...... 3 ....... 3 3 3 4 Y. . 4 .......... 4 4 4 ...... 4 4 .... . ..... 4 ...... ............ ....... ..... 5 ......... ..... ..................... 5 0:.:.:.:.::::: ............. 5 ..... ........ .......... .... 5 5 . . . . 5 ........ ......... ...... ..... 5 ..... 5 ..... . ......... ........ ........ ......... .... 6 ::::::: ... 6 ..... ..... ...... 6 6 ....... .... ..... 6 ....... ........ 6 .......... 6 ....... . . . . . . 7 7 ... . . . : . . . . . 7 : : : : : : : : : : : : : 7 7 7 7 7 7 7 7 � - : - 7 7 7 - 7 - 7 - 7 33 Sum SegLg Sum SegLg 10 Sum SegLg 6.5 Sum SegLg Sum SegLg Sum SegLg Sum SegLg Sum SegLg load trans to adj line Base Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber E/I Lq Ht Ber Ell Lq Ht Ber E/I Lq Ht Ber E/I Level wl wl wl wl wi wl wl wl wl wl wl wl wl wl wl wl ...... 2 2 ..... 2 ..... 2 ........... ..... 2 2 2 2 3 3 3 3 3 3 3 3 .......... 4 4 4 ..... 4 4 4 4 4 ..... 5 5 5 ..... 0** ....... 5 ..... ... ....... . . .... ....... ...... : 5 : 5 - - ...... 5 5 ........ 6 6 6 ........... 6 6 6 ....... 6 7 7 7 7 ...... 7 7 7 7 ....... 7 ...... Sum SegLg Sum SegLg Sum SegLg Sum Sum SegLg Sum SegLg Sum SegLg Sum SegLg ......i.c Seament Ler-mri Ht - VblHeight kliefault va!ue from Sheet evenmrite if d ffer, ro. B-2, VIII Y-yes--N-no Lateral Load DistribA Overturning Moment Page 5 MaxQuake ©1995 Archforms Ltd. Lateral Load Analysis & ......:::::::::duiy: 2;:t996:Reu #3:7124197:::::::::::;:::: �itM;::: F?HL Arc�itect5::::::;:::;:::::::::::::::::: . .. .......................... ............................................................................................ . 51:. .. .: ::She '. OverturningCalculation Template Lateral Line 1 Line 2 Line 3 Line 4 Line 5 Line 7 Line 8 Force Seis %= Wind %= W/ft=a RM= :.F 7", = .85" OTM= V= tn/= Distrib trio - A,'Sum flA ;rib •Ni h um w'!A Sum `;rib are<: t,,iUii'l.q''?;mak Sum'J"Hr'!-(iSumt.q 7W/ftRM i.l-..%*Vmax SC)ON Vada-Vabi.-Al 2nd % SM/ % SMI % SMI % SM/ % SMI % SMI % SMI Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM a ::::: a::::: a:::::: a:::::: a::::: a a:::::: a:::::::::: b ::::: b ::::: b ::::: b ::::: b ::::: b :::: b ::::: b C ::::: c ::::: c::::: c ::::: c ::::: - c :::: c ::::: c ::::: ::: d:::::::::: d:::::::::: d:::::::::: d::::::::: d::::::::: d::::::::: d:::::::::: d:::::: e ::::: e::::: a ::::: a ::::: e::::: a :: a ::::: e::::: :: f ::::: f ::::: f ::::: f :::::: f ::::: f ::::: f :::::: f :::::::::: 9 ::::::::: 9 Vadj line 2 Vadj In 1 or3 Vadj In 2or4 Vadj In 3or5 Vadj In 4or6 Vadj In 5or7 Vadj In 6or8 Vadj line 7 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st • % SMI 10.28 12.5 % SMI 24.52 26.79 % SM/ 21.58 23.21 % S/W 13.15 14.29 % SM/ 18.13 14.29 % SMI 12.33 8.929 % SMI % S/W Level W/ft RM OTM W/ft RM OTM W/ft RM OTM Wlft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM ::::Wind::: a ::%8::31.11 23.08 a ::::: ..... a ::::: ..... a ::::: a ::::: a 1:43 19.62 20.12 a ::::: a ..... ......... b::::: ..... b:::::: ..... b::::: ..... ..... b:::::::::: ..... b::::::::: ..... .... b:::::: ..... ..... b:::::::::: ..... b:::::: ..... C c::::: c::::: c::::::::: c::::: c::::::::: c::::: c:::::: ::: d ::::: d :::::_ d ::::: d ::::: d :::::: d ::::: d ::::: d ::::: e:::::: e::::: e:::::: e:::::: e::::: e::::: e:::::: e:::::::::: f : f : f ::::: f ::::: f ::::: f :::: f ::::: f 9 ::::: 9 ::::: 9 ::::: 9 ::::::::: 9 :::::::::: Vadj line 2 2.164 Vadj In 1 or3 Vadj In 2or4 Vadj In 3or5 Vadj In 46r6 Vadj In 5or7 1.983 Vadj In 6or8 Vadj line 7 V above V above V above V above V above V above V above V above 1 st level V 0.721 1st level V 1.545 1 st level V 1.339 1 st level V 0.824 1st level V 0.824 1 st level V 0.532 1st level V 1 st level V w Sum V 2.885 w Sum V w Sum V w Sum V w Sum V s Sum V 2.515 Sum V. _ . sum V . Base % SMI 10.28 12.5 % SMI 24.52 26.79 % SMI 21.58 23.21 % SMI 13.15 14.29 % SMI 18.13 14.29 % SMI 12.33 8.929 % S/W % SM/ Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM ::::::Wind::: a: ..... a ::::: ..... a ::::: ..... a ::::: a ::::: ..... a ::::: a ::::: ..... a ......... : b ::::: ..... b::::: ..... b::::: ..... b ::::: ..... b::::: ..... b::::: .... b ::::: ..... b::::: ..... ......... ..... C ..... c::::::::: ..... c:::::::::: ..... c::::::::: ..... c:::::::::: ..... c::::::::: c:::::::::; c:::::::::: d ::::: d ::::: d ::::: d ::::: d ::::: d :::: d ::::: d ::::: e::::: e:::::: e::::: e::::: e:::::: a :::: e::::: e::::: :: f ..... f ::::: f ::::: f ::::: f ::::: f ::::: f ::::: f ::::: Vadj line 2 Vadj In 1or3 Vadj In 2or4 Vadj In 3or5 Vadj In 4or6 Vadj In 5or7 Vadj In 6or8 Vadj line 7 V above 2.885 V above V above V above V above V above 2.515 V above V above Bsmt level V 0.327 Bsmt level V 0.701 Bsmt level V 0.607 Bsmt level V 0.374 Bsmt level V 0.374 Bsmt level V 0.234 Bsmt level V Bsmt level V :: w Sum V wSum V w Sum V w Sum V w Sum V w Sum V Sum V Sum V Lateral Load Distrib.& Overturning Moment Page 6 MaxQuake ©1995 Archforms Ltd. Lateral Load Analysis & -1.?' 1.936:..'x:##3'.7J2 J97 :::::::::: �itrxi:::: PIiL Archii'cts :::::::::::::::::: ...::::.:::::.:::::.:::::.BY,.. :...:..r:::::::::::::::::::::::::: Joii::::::::::....;:.... :::. he Overtu'rning Calculation Template Lateral Line A Line B Line C Line D Line E Line F Line G Line H Force Seis %= Wind %= W/ft=a RM= ,,, .�7`, .65` OTM= Vadj= V= OV= Dlstrib trio ,? AlSu,^ rA iri? w' AJ um vrlA Su^ W" ;b a;e 1R1U{'L. 12,1k Sum'V-Hf*!- i5:;ml. Star: f {rnrr a� 1..r I_n%'Vmax Sor'h! rad 2nd % S/W % SM/ % S/W % SMI % SMI % S/W % SMI % SMI Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM 2 ::::::::: 2 ;::::::;: 2 :::::::::: 2 :::::::: 2 ;:::;:::;: 2 ;:::::;:; 2 :. 3 ..... 3 ::::: 3 ::::: 3 ::::: 3 ::::: 3 :::: 3 ::::: 3 ::::: 4 :::::::::: 4 :::::: 4 :::::::::: 4 ;::::::::: 4 :::::: 4 :::::::. 4 ::.... :: 5 :::;::::;: 5 :::::::: 5 :::::::::: 5 ::::::::: 5 :::::::::: 5 :::::::: 5 ;:::::::: 5 :::::::: :: 6 :::::::: 6 ::::::: 6 :::::: 6 :::::: 6 :::::::: 6 6 :::::: 6 7 ::::: 7 ::::: 7 ::::: 7 ::::: 7 ::::: 7 :::: 7 ::::: 7 Vadj line B Vadj In AorC Vadj In BorD Vadj In CorE Vadj In DorF Vadj In EorG Vadj In Forth Vadj line G 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V 2nd level V Sum V Sum V Sum V Sum V Sum V Sum V Sum V Sum V 1st '% SMI 20.49 14.84 % SM/ 41.12 29.79 % SMI 25.61 21.26 % SMI 6.229 9.474 % S/W 3.893 13.9 % SMI 2.647 10.74 % S/W % SMI Level W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM ::SeitMio 1 ::153::1.043 1.746 1 :::::::::: 1 ::1$5: 7.87 15.9 1 ::9 7:1.788 11.15 1 : 1 ::: 1 :::::::::: 2:X53:: 1.043 1.746 2 ..... 2 ..... 2 :.... 2 ::::: 2 Z :: 3 ::1:53:: 4.711 3.71 3 :::::::::: 3 :::::::::: 3 :::::::::: 3 :::::::::; 3 ::::::::: 3 :::::::::: 3 ::: 4 13:16.69 6.984 4 ::::: 4 ::::: 4 ::::: 4 ::::: 4 ::::: 4 ::::: 4::::: 5 ::::: 5 ::::: 5 :::::: 5 :::::: 5 ::::: 5 ::::: 5 :::::: 5 :::::::':: :: 6 ::::::::: 6 :::::::::: 6 :::::::::: 6 ::::;:::: 6 :::::::: 6 ::::::: 6 :::::::::: 6 :: 7 ::::: 7 ::::: 7 ::::: 7 ::::: 7 :::::: 7 :::: 7 ::::: 7 Vadj line B 0.89 Vadj In AorC Vadj In BorD 0.884 Vadj In CorE 1.007 Vadj In DorF Vadj In EorG Vadj In Forth Vadj line G V above V above V above V above V above V above V above V above 1st level V 0.884 1st level V 1.773 1st level V 1.104 1st level V 0.387 1st level V 0.568 1st level V 0.439 1st level V 1st level V S Sum V 1.773 s . Sum V s . Sum V 1.988 w. _ Sum V 1.394 w . Sum V w Sum V Sum V Sum V Base % SMI 20.49 14.84 % S/W 41.12 29.79 % SMI 25.61 21.26 % S/W 6.229 9.474 % SMI 3.893 13.9 % SM/ 2.647 10.74 % SMI % SMI Level W/ft RM OTM W/ft RM OTM Wlft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM W/ft RM OTM Wr... 1 :::::::::: 1 :::::::::: :4.9.: 2 :::::::::: 2 :::::::::: 2 :::::::::: 2 :::::::::: 2 :::::::::: 2 ::::::::: 2 :::::::::: 3 :::::: 3 :::::::::: 3 ::�: ""' 3 ::::::::: 3 :::::::::: 3 ::::::::: 3 :::::::::: 3 :::::::::: 4 :::::::::: 4 ::::::::: 4 ::::::::: 4 :::::::: 4 ::::: 4 :::::::: 4 ::::::::: 4 :::::::::: :: 5 ::::: 5 ::::::: 5 ::::: 5 ::::: 5 :::::: 5 ::::: 5 5:: 6 :::::::::: 6 :::::::::: 6 :::::::::: 6 :::::::::: 6 ::::::::: 6 ::::::::: 6 :::::::::: 7 :::::7 ::::: 7 ::::: 7 7 ::::: 7 ::::: 7 ::::: 7 Vadj line B Vadj In AorC Vadj In BorD Vadj In CorE Vadj In DorF Vadj In EorG Vadj In ForH Vadj line G V above 1.773 V above V above 1.988 V above 1.394 V above V above V above V above Bsmt level V 0.274 Bsmt level V 0.551 Bsmt level V 0.393 Bsmt level V 0.175 Bsmt level V 0.257 Bsmt level V 0.199 Bsmt level V Bsmt level V :: w Sum V w Sum V w Sum V w Sum V w Sum V w Sum.V Sum V Sum V Shear Wall and Hold Down Requirements Page 7 MaxQuake 01995 Archforms Ltd. Dab; .......... .....9 t96:#2ev:#3:7J24197 :::::::::: PHL Aicfufects : Lateral Load Analysis 8r .............................................................................. Job:;::::::::::::::: E051. ii o: e" ::::::::::::::B :::::: J:W r:::::::::::: overturningCalculation Template Line 1 Line 2 Line 3 1 Line 4 Line 5 Line 6 Line 7 Line 8 Uplift - Overturning ;rel MI - Re istii:oment (RfA! ; Segment Length (Seg -r3'; Wrlirra:m re aired Hold-i)o+,- K, T—,e ;e. !�clia nurno ' scleded - - Hold-Ooxn and':"+all .Strap S r.her,'ule on Page P. 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a a a a a a a a :IVdmber: b b b b b b b b tfVall:::: c c c c c c c c lines ::: d d d d d d d d e e e e e e e e :::R6iri:;:::: If f f f f f f f ::Front:::::: g 9 9 "` Shear(plf) Shear(plf) Shear(plf) Shear(pif) Shear(plp Shear(plp Shear(plf) Shear(plf) Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Rcof Ljpff tri m Side to S!de V) inds Resisted b r .eft h Right xt, ipirl. U lift I Ext. Walls A Uplift Wall Type ANA 1st HD HD HD HD HD HD HD HD Level Seg U lift Type Seg Uplift Type Seg Uplift Type Seg Uplift Tye Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a NA a a a a a 28 NA a a b b b b b b b b c c c c c c c c d d d d d d d d e e e e e e e e f f f If IF •f f f g 1 9 9 9 1 9 1 9 99 Shear(plf) 122 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) 140 Shear(plf) Shear(plf) Wall Type B Wall Type NA Wall Type NA Wall Type NA Wall Type NA Wall Type B Wall Type Wall Type Roof Uplift from Side to S!de Winds Resisted by Left & Right xt. V-rl. Uplift (plf) @ Ext: Walls A -59 Uplift Wall Type A T Strapsltto! i L�w;?s and Collectors usi rui? rcnt;m-loos fhroG7 i ?r.e LSicI:.Lalc �r io Lief ,unJ fio!1 r:o'a�ial be' w, lie to r�eams;szed fJ'_I?Gid DCnngl F�L'liii Loads. _ .__ Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg U" lift Type Seg Uplift Type Seg U lift Type Seg Uplift . Type Seg Uplift Type Seg Uplift Type Seg Uplift Type a a a a a a a a b b b b b b b b C c c c c c c c d d d d d d d d e e e e e e e e f f f f f f If f 9 g Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Wall Type NA Wall Type NA Wall Type NA Wall Type NA Wall Type NA Wall Type NA Wall Type Wall Type � eat pe; _inear oo, fSheario,f;) - Sud^ of Shear at that Line 2: Letre?(SLIM V, !Linear , eet o, Shear a!I s: that Line & Leve! (Gum Sea Lulhr. Minimum re; :tired Shear Wall .onstrn:;fion Wall Type) "Delta letter' selected from Shear iiiad: Schedde On Page:a Shear Wall and Hold Down Requirements Page 8 MaxQuake ©1995 Archforms Ltd. Lateral Load Analysis & ........................................................................................... .:.:.:.:.:.:.: Overturning Calculation Template Line A Line B Line C Line D Line E Line F Line G Line H Uplift = Oeer+.urning I•Awmeni ;Of,M) - Resisting Piioment jRfvt, " Segrrnent LengUh 15eg Lg). P.,lirirr:um -e aired Hold Down,'HD TY'Pe. Tek.- 1-Umber" selected from Noir,'-r,'o,vr and inial: Stra : S:;hedule on Paw. 9 2nd HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Type Seg U lift Type Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg Uplift Typo Seg Uplift Typo ::Lettef :: 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 Shear(pif) Shear(plf) Shear(plf) Shear(plf) Shear(pif) Shear(plf) Shear(pif) Shear(plf) Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Wall Type Roof Uplift from Front to Sack W;nd<. Resisied ny Front &23-k [ xt. IAM. Uplift (pip @ Ext. Walls A Uplift Wall Two A NA 1st HD HD HD HD HD HD HD HD Level Seg U lift Tye Seg Uplift Tye Seg Uplift Tye Seg Uplift Tye Seg U lift Tye Seg Uplift Tye Seg Uplift Tye Seg Uplift Type 1 176 NA -1 1 803 D2 1 1,441 D5 1 1 1 1 2 176 NA 2 2 2 2 2 2 2 3 NA 3 3 3 3 3 3 3 4 NA 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 Shear(plf) 55 Shear(plf) Shear(plf) 199 Shear(plf) 214 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Wall Type A Wall Type NA Wall Type C Wall Type C Wall Type NA Wall Type NA Wall Type Wall Type Roo` Uplift from Front to Sa^• c Wilds Resisied by Front & 2ack Ext. indl. Uplift (plf) @ Ext. Walls 0 -42 Uplift Wall Type A MIA Straparoiwad Gclaorssin+a-us�rogilE 4�li bzio,nto the foudsti:. troial ueiw, {E f �Ed ^S, sized fr f� ld-LCN n �LI %: Leads.Hur Base HD HD HD HD HD HD HD HD Level Seg Uplift Type Seg Uplift Tye Seg Uplift Typo Seg Uplift Type Seg Uplift Type Seg Uplift Type Seg U Ilft Tye Seg Uplift Type 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Shear(plf) Wall Type NA Wall Type NA Wall Type NA WaII Type NA Wall Type NA Wall Type NA Wall Type Wall Type Shear pe; Linear Foot IShear plf ) = Sum of Shear at chat Line & Level ;Spur: V, f Ur%ear Feet of Shear !"flail a :hat Lme ri Leve: IS Lim Seg Lylhl. h4a;imum re, ::iced ShearW-@'I Cor,strm-inn Wail Type) ".'Delta iette ' selected fromhear Uifali Schedule rn ?aqe kd Shear Wall and Hold Down Schedules Page 9 MaxQuake ©1995 Archforms Ltd. All Rights Reserved Lateral Load Analysis & i]iy: 2;: 9 6:R v:#3:�12419y : i iti:::::::: F? if :architects:::::::::: ............................................................. .................................................................................. > ... :....: B` ::::;> ::::::a: ;: ;:W er»:.:.:.:.: >: Overturning Calculation Template MQ496DE Wind and Earthquake Design Data Shear Wall Schedule Wind Speed mph 75 Seismic Zone 3 Wall Shear Sheathing Edge Anchor Plate Importance Fact. 1.15 Ground Acc. (Aa) 0.3 Type Load Material Nail Bolts Clips Exposure Cat. B Importance Group 1.5 Symbol (plf) Spacing 518" A35 Wind Pres.hor¢. - psf 11.68 Soil/Struc.Period 2.75 GF:900 GF:450 Wind Pres. vert. psf -6.289 Response Factor 8.0 construct wall as spec'd per symbol or any below A A 100 Drywall 5d@7" 72"oc W'oc ' A B 180 Stucco no diag. lath 60"oc 24"oc ' Wall Hold-Down and Strap Schedule e C 310 112" Ply 6" 36"oc 16"oc ' A D 460 112" Ply 4" 24"oc 12"oc A E 600 112" Ply 3' 18"oc 8"oc ' Hold-Down Max. Wall Foundation Bolt • Symbol Uplift FI to FI Anchor Type Bolt + F 770 112" Ply 2" 14"oc a"oc lbs. Strap Straps HD Dia. G 920 ea side 112" Ply 4" 12"oc 5"oc " w H 1,200 ea side 1/2" Ply 3" 9"oc 4"oc ' use hold-down across from symbol NA up to 310 use the hold-down listed or any below T+ J 1,540 ea side 112" Ply 2" 6"oc 3"0c ' Al 755 • LSTA12 ? A2 1,055 * LSTA18 FSA Sheathing: 1/2' (15/32') CDX Structural II, or 2-M-W Particleboard A3 1,295 • LSTA24 only for repair Typical Nails: 10d Common or Galv. Box, field nail @12' A4 1,370 * MSTA24 Typical Framing: 2x @ 16'o.c., with all sheathing edges blocked A5 1,685 ` MSTA30 LTT20 112' + Delta F & Delta J: 3x framing at all panel Joints, stagger nails A6 1,995 * MSTA36 T Delta G - Delta J: offset Panel Joints on opposite sides of Wall A7 2,520 * ST6224 Anchors and Clips as Mfg. by Simpson Strong-Tie Co. Cat C-96 Al2 2,760 ' MST27 PAHD42 HD2A 5/8' ' Clips: Plate to Blocks only recd if no shear sheathing continuity A14 3,300 * ST6236 MPAHD A15 3,705 * MST37 HPAHD22 HD5A 314' A16 4,405 ' MST48 HD6A 7/8' Roof UP=Lift Schedule A17 5,800 * MST60 A18 6,465 HD8A 718' Wall Uplift Stud to Plate Plate to Rafter Stud to Rafter A19 8,310 HD10A 7/8' Type I atl6'oc. at 24' at 16' at 16'oc A20 11,080 w13-1/2' Post HD14A 1' 50 A25 15,305 w/ 5-1/2' Post HD15 1.25' A T 100 Ply Nailing or H2 H2 ? A U 180 A35 H4 H2 Straps and HD's as Mfg. by Simpson Strong-Tie Co. Cat C-96 A V 310 SP1 H10 H1 H2 Bolt Type Hold-Downs Assume 3' Post Min. See Details and A W . 460 SP4 H7 H10 LTS10 Mfg. Data for Nailing, Bolt and Embedment Requirements A X 600 SP2 H10 H7 ` If No Cont. Rim Joist Add Lgth. to WI. Strap to Span to WI. Below A Y 1170 FTA2 Straps and Hold-Downs must run continuous to Walls below, A Z 2560 FTA7 if no Wall below, tie to Beams, sized for Hold-Down Point Loads ? ALTERNATE SHEAR WALL SCHEDULE PAGE 9-A PANEL PANEL LOAD SHEATHING 1,2,5 EDGE FIELD A.B. SIZE& SILL 3,4 A -35F 6 TYPE No. PLF NAILING NAILING SPACING NAILING CLIPS A 1 100 1/2" GYP BIRD ONE SIDE 5d @ 7" 5d @ 12" 1/2" @ 72" 16d @ 12" 48" O.C. A-1 1-A 133 THREE COAT STUCCO STD. STUCCCO PER U.B.C. 1/2'. 16d @ 8" 36" O.C. B 2 180 THREE COAT STUCCO STD. STUCCCO PER U.B.C. 1/2" @ 48" 16d @ 6" B-1 3 170 FOME- COR PER ICBO # 3335 ICBO REPORT #3335 1/2" @ 54" 16d @ 6" 30" O.C. B-2 4 175 1/2 x 4'x8' NAIL BASE FIBERBRD 11GR.N.@3" 11GR.N.@6" 1/2" @ 54" 16d @ 6" 30" O.C. B-3 5 200 1/2" GYP BOTH SIDES 5d @ 7" 5d @ 12" 1/2" @ 48" 16d @ 6" 24" O.C. B-4 6 200 3/8" CDX 6d @ 6" 6d @ 12" 1/2" @ 48" 16d @ 6" 24" O.C. B-5 7 270 FOME- COR PER ICBO # 3335 ICBO REPORT # 3335 1/2" @ 36" 16d @ 4" 18" O.C. & 1/2" GYP INTERIOR FACE ............. 5 C 8 310 1/2"CDX 'PUY ------------------ *6"' - 10d @ 12" -5/8'"@ 48" 16d @ 3" 181, O.C. C-1 9 320 3/8" CDX PLY ONE SIDES 8d @ 4" 8d @ 12" 5/8" @ 48" 16d @ 3" 18" O.C. C-2 10 320 3/8" CDX PLY EXTERIOR 8d @ 6" 8d @ 12" 5/8" @ 48" 16d @ 3" 18" O.C. 1/2" GYP BIRD INTERIOR 5d @ 7" 5d @ T' C-3.._....._11 400 3/8" CDX PLY BOTH SIDES ..... 8d_@_6.'....____... �� �a 12----------5/8" .. ......... 2qq Q 3" 12" O.C. D 12 460 1/2" PLY EXTERIOR .................... 10d @ 4" ............. 10d @ 12" ------ : ............... 5/8"@ 36" 20d @ 3" 91, O.C. D-1 13 480 7/16" CDX PLY BOTH SIDES 8d,@ 6" 8d @ 12" 5/8" @ 30" 20d @ 3", 91, O.C. D-2 14 480 1/2" PLY EXTERIOR 8d @ 4" 8d @ 12" 5/8" @ 30" 20d.@ 3" 91, 0.C. 1/2" GYP BIRD INTERIOR 5d @ 7" 5d @ 12" D-3 15 520 1/2" CDX PLY BOTH SIDES 8d @ 6 .. .......... 8d 9" O.C. E 16 600 1/2" CDX PLY EXTERIOR @ 10d 3" 8" O.0 E-1 17 640 3/8" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 5/8" @ 24" (2) 16d @ 3" 8" O.C. E-2 18 700 7/16" CDX PLY BOTH SIDES 8d @ 4" 8d @ 12" 5/8" @ 24" (2) 16d @ 3" 6" O.C. F 19 770 1/2" CDX PLY EXTERIOR 10d @ 2" 10d @ 12" 5/8",@ 18" (2) 16d @ 3" 6', O.C. F-1 20 820 3/8" CDX BOTH SIDES 8d @ 3" 8d @ 12" 5/8" @ 18" (2) 16d @ 3" 6".0.C. F-2 21 900 7/16" CDX PLY BOTH SIDES 8d 5" O.C. G 22. 920 1/2" CDX PLY BOTH SIDES ----------------- 10d @ 4" -- : ........ 10d @ 12" ..... ------ : .................. 3/4" @ 20" (2) 20d @ 3" � 5" O.C.- G-1 23 980 1/2" CDX PLY BOTH SIDES 8d @ 3" 8d @ 12" 3/4" @ 20" (2) 20cl @ 3" 5" O.C. G-2 24 1060 3/8" CDX PLY BOTH SIDES 8d : : : ::::: 5" O.C. -------- H 25 1200 1/2" CDX PLY BOTH SIDES -@................... 10d @ 3" ------------- 10d @,12" ------------------ ------•------------------,--•----;----- --- 3/4" @ 16" (2) 16d @ 2" 1. OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED W/ 2 -INCH NOM. OR WIDER FRAMING U.N.O. 3. STAGGER ALL SILL NAILING 4. PRE -DRILL ALL 20d & LARGER 5.5/8" T-1-11 SIDING MAY BE SUBSTITUTED FOR 3/8" CDX PLY. 6. A35F CLIPS +440# EA. Wind Pres. for Components & Cladding Page 10 MaxQuake 01995 ArchformsLtd. l�afe;: liily;: f2;:1996J. V*:#3:7124IQ7 : Pirm: Pit. -:A it ets:::::::::: Lateral Load Analysis & Jnli: >: »: BC05. 123 BirtteCo:: Stieiiff»: Bv: >:aiv Overturnina Calculation Temolate . Wind Pressure for GCp Uplift or Out - Force Down Load or In - Force GCp P -3.4 -3.2 -3.0 -2.8 -2.6 -2.4 -2.2 -2.0 -1.8 -1.6 -1.4 -1.2 -1.0 -0.8 -0.6 -0.4 -0.2 -0.0 0.2 0.4 0.6 0.8 e 1.0 1.2 1.4 1.6 -31 -29 -27 -25 -23 -22 -20 -18 -16 -14 -13 -11 -9 -7 -5 -4 -2 0 2 4 5 7 9 11 13 14 1. Values are for enclosed Buildings. 2. SBCCI Values for GCp are equivalent to UBC Table 16-H for values of Co. Wind Pressure P and Wind Coefficients GCp for Components and Cladding of enclosed Buildings Vertical Wind Loads for Gable or Hip Roofed Buildings GCp GCp 1 �-as-10- 1 ws-=--r-- lal•All•c ===Lu:k -�Yw.-�- s•�s�-�- w.-\-�- ..C,..::. • -��-w.- 1 K;*IrWj9KP�K--%U- FT a - i 1 �����ua:uruuei ' �sri•:iws�� 1 0<a<10 10<a<45 • ®�a•+:+r�awe -��••••case • we��r.�r:e�s�i Effective Wind Area sq.ft.. Effective Wind Area sq.ft.. Flgure1606.2E GCp for Roof Slope 30 < a < 45 Degrees 0<a<10 10<a<45 a Overhang GCp include effect of both upper & lower surface Gulp 1 s-= ---- o 1 � 08 ������� 06 ------- 0.6 Plus: in, Minus: out, design for Maximum ± pressure 1 - For partial� enclosed buildings 1.4 +GCp add 11. -Wp Minus 0.4. 1.6 1.8, Reduce GCp Ur/o when a< 10 Figure :0: .2C Wall GCp Figure 1606.2F 3 < a < 10 -3.6 -3.4 -3.2 -3.0 -2.8 -2.6 -2.4 -2.2 -2.0 -1.8 -1.6 -1.4- -1.2 0. 20 3<a<30 a Reduce C IN If 3 < a < 5 Effective Wind Area (sgft.) Ha< 3 see Figure 1606.2D Figure 1606.2G Monoslope Roofs 10 < a < 30 Degrees A -L FA Ll BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE ' (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER APN OC -0 (D Firm Name =� Address Nature of Business Contact Person `'b `�' Phone # 1. Des your business or that of your tennants handle, store, or transport hazardous material's? NO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard `to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2.VndNO ou or will your future tenants handle store, 'or transport 55 gallons, 500 pounds, or 200 cubic feet (at ard temperature 4 pressure), or formulatioA containing hazardous material? 0 YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-`X3&Y2M 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 s ool site? ��(( NO 0 YES IF YES, name of school. 4. Do the business/facility/operation have the o ntial to emit any air poll ants; e.g., dust, soot, odors, fu es, vapors, or other volatile compounds? NO DYES IF YES, contact the Butte County Air Pollu ' n C rol Di t is (9 6-891- 8 for permit requirements. Owner or Authorized Company Representative !Signature! !Dare/ 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. The Above Regulations Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature, Date WHITE -Building Dept 0 YELLOW- Env. Health 0 PINK - APCD 0 GOLDENROD- Fire Dept. 6 m � i� ► II-0P���" —I i C��cr f rs COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754t, P RMIT N-, (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER20NIN0 BUILDING PERMIT <v - 3 1 - oa 4>Q OWNER OWNERS MAILING ADDRESS J�. CONTRACTOR'S NAME CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER F a "4+-9, ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS IL4 I (,(e _e,if-,.., LOTNO. , i SUBDNISIONSNLME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑(Other- _ 0, VVI a.q u TYPE OF WORK New ❑ Addition &--Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: A a(d iAev.4 iq�E 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 Lic. 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 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 Policy Number (The above sections need not be completed it 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 _ Signature of Applicant - ❑ Owner ❑ Contactor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. eceiptNo. jH1rE n 0. S* NARY INSPECTOR SO. FT. I OCC. I BUILDING VALUATION Total Valuation $rj PERMIT FEE $ , ELECTRICAL PERMIT Filing Fee $ R -ss 20.00 Permit Fee $ 46.00 Plan Checking Fee $ 3 ZL 5,00 NEW CONST. NON-RESID. Energy Plan Checking Fee $ POWER APPARASTU 8 SINGLE OUTLET CIR. $ Ex. Occup. OUTLET OR FIXTURES PERMIT FEE $ $ 42 <Ao-o 5.00 PLUMBING PERMIT 23.00 Fling Fee 20.00 Each Trap 7.00 p -o Solar or heat pump water heater 23.00 Water piping 15.00 0-0 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 p -o Building sewer 15.00 O'er Mobile Home I S I G I W @20.00 PERMIT FEE $ 10"11 ov MECHANICAL PERMIT Fling Fee 20.00 Heating1,15,6-- Cooling S' 6-a Cooling 15e+ Hood 6.50 Ventilation 4 G PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ co '" TOTAL FEE $ NAZ. I D. FEES 1 ,M FLOOD I COF I PAAAL 1PO MD14 =Ss UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PLI ANT I PERMIT EXPIRES ON Date PERMIT FEE $ , ELECTRICAL PERMIT Fling Feel 20.00 Main Service'-'- R -ss 23.00 Q3, rV Main Service 200A To 1000A 46.00 NEW CONST. OR ADONS. ( DWELLING OCCUP. & ACC. BLDS, s0 3.50F'r. NEW CONST. NON-RESID. MULTI.OUTLET 7,50 POWER APPARASTU 8 SINGLE OUTLET CIR. 0• �O Ex. Occup. OUTLET OR FIXTURES _—ETO I'00 SAL @ w EX. OCCU FIXED APPLNS. OR OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 10"11 ov MECHANICAL PERMIT Fling Fee 20.00 Heating1,15,6-- Cooling S' 6-a Cooling 15e+ Hood 6.50 Ventilation 4 G PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ co '" TOTAL FEE $ NAZ. I D. FEES 1 ,M FLOOD I COF I PAAAL 1PO MD14 =Ss UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PLI ANT I PERMIT EXPIRES ON Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County, Ce�,ter Drive - Oroville, California 95965 - Telephone (916) 538-7541 1�/! PE�IT NO,. (Rev. 12/96) APPLICATION AND PERMIT f%- ASSESSOR PARCELNUMBER 66-31-006 & 005 , ZONING PQ BUILDINGPERMIT OWNER COUNTY OF BUTTE TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS68 #7 COUNTY CENTER DR OROVILLE 1203 B 571.00 CONTRACTOR'S NAME TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 68,571.00', ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 500.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 325.00 BUILDING ADDRESS 14166 SKYWAY Energy Plan Checking Fee $ 23.00 MAGALIA $ PERMIT FEE S 868.00 LOT NO. 6 SUBDIVISION'S NAME SKYWAY PLAZA PARCE}4 AP -8 PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 9 Other OFFIrE SPECIFY Each Trap 3 7.00 21.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑XRemodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION OF 1203 SO FT OFFICE SPAXCE TO EXISTING OFFICE Gas piping system 1 - 5 outlets 15.00 0 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE s SHERIFF 1 S SUBSTATION ELECTRICAL PERMIT Filing Fee 20.00 Main Service zuOAO..Ss 23.00 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.POWER T� License Class Q T7 LiC. No. 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( 6 ACC. BUDS. so 3.52FT. NON-RCONSES OT MULCTI-OUTLET NEW RAN @7,50 APPARATUS b SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 ® 1'00 SAL- @ .50 Ex. Occup. ouTLEEDrs RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 103.00 WORKERS' COMPENSATION DECLARATION 1 reby 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. XI 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 STATE COMP MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 Ventilation PERMIT FEE $ Policy Number 554655-97 (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 *IZS _ Signature of Applicant - ❑ Owner B3'Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ . occ coNsr. PE TOT�L FEE $ EX T HA D. FEES IM LP4 FLOOD I CD F pqq pD I SUE This permit is hereby issued under the applicable provisions of the Butte C Code and/or Resolutions to do work indicated ve o ch s ave been paid. ea By �D7ate G� PERMIT EXPIRES �OA � Date Receipt lo. p*r WHITE-D.D.S.•B.D. CAMPSSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT —," COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive ; Oroville, California 95965 - Telephone (916) 538-7541, IF No. (Rev. 12/96)' /� APPLICATION AND PERMIT f ASSESSOR PARCEL NUMBER( D® J ZONING _PQ BUILDINGPERMIT OWNER n a LL4+-e, TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1J ♦ l� CoLA__A� C"I e� �2 ov L -� CONTRACTOR'S NAME TELEPHONE \ /, CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER , Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ C) ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ ;2 , e -o BUILDING ADDRESS Energy Plan Checking Fee $ oa3 gyo ' r $ Vf'I a u I, PERMIT FEE S 8 . 0— LOT NO. SUBDIVISIONS NAME F 1Ai4 PARC L M PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 p -o - USEOFSTRUCTURE f SF ❑ Duplex ❑ Mobilehome 13ther �i` t- t' 1 C SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 p o Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition (cY Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ctoi 4e„..11 L,/ J'Lo 3 cp C t'fe .L> .1_ Gas piping system 1 - 5 outlets 15.00 t r -a Building sewer 15.00 �p Mobile Home IS I GI W1 @20.00 PERMIT FEE $ , &tl � # j i ELECTRICAL PERMIT Fling Fee 20.00 Main Service zooA R mss 23.00 A3, eV LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter - g ) 9 (commencing with Section 7000 of Division 3 of the Business and Professions Code, and my license is i f force and effect. License Class 1 Lic. No. '� / z r 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, army 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 WORKERS' COMPENSATION DECLARATION .reby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' c compensation, as provided for by section 3700 of the Labor Code, for the 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' comnnnssation�uranc/e carrier and policy number are: i Carrier P Policy Number (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 _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. �ReceiptNo. WHITE-D.D.S.-B.D. NARY -A ES OR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 200A TO I000A 46.00 NEN CONST. DWELLING OCCUP. SO OR AODNS. ( a ACC. BLDS. 3.5¢FT. NEN CONST. MULTI.OUTLET @7.50 NON•RESIO. qAN UITS POWER APPARATUS b SINGLE OUTLET CIS. ©• CO Ex. Occup. OUTLET OR FIXTURES 20 Q 1.00 FI%ED APPWS. OR Ex. Occup. ouTLETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 _ PERMIT FEE $ r Grp MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee$ (Q C'O ` occ CONST. TYPE HA D. FEES TOTAL FEE $ IM OF P FLOOD CAR L SUE w This permit is hereby issued under the applica ! provisions j of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Date - COUNTY OF BUTTE - T4EPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 6U_+' A2 (20 ASSESSOR PARCEL NUMBER: 6&— 3 1 O o 5 A O © (a Proposed Building Use:<f_�;FFF e e Building Inspector: gne Date: ) a, --9 �2 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ❑ 1. All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. E13. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. 117. ,Statement of Intent for Non -Heated and A/C Buildings. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ s the attac/'T -2. California Department of Forestry plan approvaUfees. // l� 013 -view elevation certificate. 4. Sanitation and plot plan approval C IMC. 0 Health Department. ❑ 15. City of Chico plumbing permit. 01 6. of plan and business license approval from the City of Biggs. � .1 /. Planning approval for (A) Use: (B) Parking: X '85. Contact Land Development about 2.1mprovements, 315rainage, GKegal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ❑200.. Pre -inspection for required. Z 1. ontractor's license information. (Number, Name Style, Classification). Workers' Compensation carrier and policy number. 1:123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 1124. Letter of signature authorization. ❑25. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ❑ 27. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 1129. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30.Other: - When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant .ry1•Y1 ' : ` - .t.�F'�P y"-/`.,� M`..Y �. .'ti^r - .r :I'v ;Y��,= H."T-. `f�. 4 r_.YYy. r I nj' • , Y OF BUTTE DEPARTMENT OF., DEELOPMENT SERVICES - BUILDING'P1,V ,0X 7 COUMAY CE R DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7 41 PERMIT APPLICATION DATA SHEET OWNER: �� �. e l..(� ASSESSOR PARCEL NUMBER: Ceg— ?S) — D c, 5 O O Proposed Building Use:C>FFf c P Building Inspector: &RZ Date: At time of permit application, I was advised t0following. data must be submitted prior to permit pr%ssmg and/or issuance: Date Received �, By ❑ 1. All items have been submitted .-------------------------=-------------------------------------- ------'----- -------- 112. Plot plans!3/4 sets, signed by the preparer of plans.-------=---------------------------------------------------- " ❑ 3. Complete plans, 3/4 sets, signed by the=preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 05. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ e E16. Energy Design Compliance and supporting documentation. -------------------------------------------------- ❑ 7,of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- azardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions includingI) wnecifications.------------------ ❑ 10. Fees of $ ------------------------------------------------------------------------------------- f ee`�as sewn -o the�attlac�hedschedule _;%tr--------------/- -------------------------------- 2. California Department �r ❑ 1�/ 3. ;IwA elevation certificate. ----------------------------------------; `---------------------------------------------- 1� r v b 4. Samtationand_ plot plan approval C hI G c7 Health Department. ------------------------------------------- �«•,. _ 545. City of Chico plumbing permit. ------------------- --------------------------------------------------------- •016 Glot plan and,business license approval from the�City of Biggs. ---------------------=_== =-==== = -` --- - ---- r _ Parkin f G Planning appro 1 for (A) Use: (B) g', hhhh,.rrrr„ .Contact Land Development about �provements, �amage, Legal Parcel.-----------------------�'u.� y J 1119. Encroachment Permit for driveway (constriction approval rior to occu anc - -------- P P y) ---------; ------ -- - ❑20 Pie=u p"ec6 forf"' required Request to Building Inspector on (Date) on= license information. (Number, Name Style, Classification).------------------------------------�(/L�/ ,. 2. Workers' Ci bensation carver and policy nWfiber?-4------------------------------------------------------- ❑23. Owner -Builder Verification (Given'to owner ❑, Mailed to owner ❑). ----------------------------- El 24. ---------------------------024. Letter of signature authorization. ,----------------------------------- �. ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- +� ❑26. Letter of intent on building use.---------------------=--------------------------------------------------=---------- E E127. Manufactured Home utility clearance.--------------------------------------------------------------------------- ' c ❑28. Existing violations and/or expired permits. ------------------=--------------------------------------------------- f'❑29. 0433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ` I..,p30. other: ------- Wl" you issue the permit, rocess as follows ElMail to owner, []Mailt contractor. ' • �%(1k, elephone D77 75 and hold for pickup at office. ❑ Deliver with inspector. ' 46 `7' 7 ',Applicant: Date: / Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date:_ By:. / Copy of plans sent ❑Health Department, ❑Fire Department, ❑ Othef: Date By: / 1. Index permit application forth above items nynbered: "� 1 —7C1 PlanTeck List additional items required: ' L� � S g��'" Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: " <; Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: - t Contractor, designer, owner,!was advised of the above required data by ❑ phone, 11mail, ❑ Building Division counter, by /Date: • Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil' ivision counter, by � -Date: Plans reviewed by: - Date: Plans approved by: Date: gr -2 7 7 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARq'MENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER b "+4 e— .0 LA_ A'. P. # 6& 005 + 00 L PROPOSED BUILDING USE ('�i �, DATE 1677 REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ , -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK -- ��5�i4e� r $89.00 (paid at Building Division). 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) . 10. OTHER At time of permit application, I was advised the' above. fees 'are required to be paid prior to issuance of the . building permit. These fees may be changed during the plan checking process. APPLICANT DATE Original -Owner Copy -Building Div. (Rev. 12196) ;•r w • '--., • : 1 •_.I f {�', ,- • ,. _ x..,•.-_ .r...r ... �.wH--.....wa..acf.� .'t.V �. �-'llw.'4. , ar ,.� - • s 6 � COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 re SCHEDULE OF FEES DUE OWNER f,")"+ �i t: D c,< ,.,-i A.P. # OO -j 4- 0o L PROPOSED BUILDING USE.; l: DATE REC # DATE REC 'F 1. BUILDING PERMIT FEES '` ;f' -- Balance Due ................ $ '' -- Additional Fees Due ........... $ Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $' 2. SCHOOL DISTRICT FEESO` �ir'�-� (paid at District Office) Oki... r " 3. SHERIFF FEES (paid at Building Division) Residential ......... x $360.00 = $ 6% Units a,. 14Commerci$1 (sq.ft.)... x $0.03 = $ s Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. t x_•. =$ Sq.Ft. Amt. 5. RECREATION DISTRICT 'FEJS (paid at District Office) g 1 ( q 77 6:.THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at.-Buildin'g' Division) 8. WATER TENDER FEES (Battalion # ) $200'.00q'�(•pa}dfat BWinjDivision) r�Iyto -� 9. CSAT87 tirRAFFIC FEE ." $2500.00 (paid at Building Division) I% r t..., 10. OTHER `' } At time of permit application, I was agvised the above fees are required to be paid -9 is, jfance of the 0 r building permit. Thes f e�W4y;,be klfanged'd..urinotlle%planCchecking process. APPLICANT DATE Original -Owner Copy -Building Div. t �, (Rev. 12/96), c, .71 .._• BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District , 1'"i3y-Cx� i �� Building Department No. A.P. Number k., 31- cgo S Jurisdiction: City County Property Owner it Property Location/Address 1 S ILA, 1.911 I Vy LGA G I C:c Subdivision Lot No. Residential Development Q Sq. Footage No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial r Sq. Footage tr a D New Addition (Including Exterior Roofed Areas) Building Department Represe t tive Date (Floor Plans reviewed by School District Personnel) District Identification No. School District certifies that (Applicant) (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # Remarks: (State) (Zip Code) by payment of $ B 2926 $ ULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm .`1 r�r.'^+b"r4ry+i:�'^"`�' �'i+r^'�j,:f�`''�-f:.-nnl'TLw'i''`j;rv+:;:r; �-••.,ry�f.c"�7').if''�+�,r�j�+�1'��w�se''R`..,"•�^7"`�'hr�`v.jr--+i.-C?��..y�,�;'�.y' :,;.�-Nt•."�i)��':y �R`1��4�a�R.�.-r,., a��Y E2. BUTTE COUNTY SCHOOLS IMPACT FEE,CERTIFICATION FORM (One form per Building) SchoolI District Pit 0, Building Department No. A.P. Number �(�—l— OC 5 Jurisdiction: City County Property Owner Property Location/Address ! L4 1 .5 r Mrs ) r' Subdivision Lot No. Residential'Development No of Living Mobile Home Addition Units Installation Commercial/Industrial EZ New Addition Building Department Represe t tive A FDict Identification No. , r' (Floor Plans reviewed by School District Personnel) Sq. Footage juroup n) Sq. Footage i a o 3 (Including Exterior Ro'ofed Areas) rt Date ate.. School District certifies that (Applicant) 0,� (Street Address) (Phone;Number) , 1 i ` A 1, (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ M ' representing, square feet. tF 4- School District Representative Paid by Check # t Remarks: JFBiiiM $ ULL MITIGATION $ t' ✓ i Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action.,, If, subsequent to the School District* Representetive'signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm r l� Ai•M'."N,7SY"7-77", ...��. Ai -1,.+ ..:,..Baer:.ar•'"""'W;d?gs"`y,+^rr"`.f."'_^'"...-,.s.-v,;r?!s"-.T�2^tro'r;.`"^'""r,+►.t�'r1Nvr'.sa-cYe.sr:+:� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM vR (One form per Building)+"' School -District _ �jr I n ,Q ; r Building Department No. A.P. Number /P — -5!— do 5 Jurisdiction: Q City County A0 Property Owner (bLA 4 4 -e LA ,N 4 1;4 ' Property Location/Address + y 1 cn. ( ej f,-- u 44 q Subdivision Lot No. Residential`Development Sq. Footage No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial ® Sq. Footage f a D 3 New Addition (Including Exterior ',..,Roofed Areas) Building Department Represe tOtive Date J (Floor Plans reviewed by School District Personnel) District Identification No. ,e r School District certifies that (Applicant)IJ ° `~.• (Street,Address) (Phone Number) (City) (State) (Zip Code) ' has complied with the requirements of Resolution No. by payment of $ rr representing square feet. JFBW19�26� $ [FULL MITIGATION $ School District Representative Date • r Paid by Check # `• Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging.the imposition of the fees in any court action.,.. If, subsequent to the School District Representative'signing this Butte County Schools Impact Fee Certification' Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm A•E•C GROUP ARCHITECTURE ENGINTFR.ING CONSTRUCTION MANAGEMENT Larry L Wamcr ARCHITECT A.i.A 916-R92-8003 2059 Furcut Stc. 6 Chico, CA 95928 v Email .ftj:gmupCaol.coan -- wwHmgroup.com September 1$, 1997 �G- 31 -jos Vernel Brown /Plan Check Officer Butte Co. Building Dept. Chico, CA. 95927 Re: Sheri.frs Sub -Station Magalia. Dear Vernet The separate pour in the stem wall and the footing is adequate. Thank you, X,.rry T Warner. A.1_A BUTTE COUNTY DEPARTIVlE7V! APPROVED owl APPRU M�bkftt GROUP ARCHITECTURE ENGINEERING CONSTRUCTION MANAGEMENT Larry J. Warner ARCHITECT A.i.A 916-892-8008 2059 Forest Ste. 6 Chico, CA 95928 Email aecgroup@aol.com September 18, 1997 Vernel Brown /Plan Check Officer Butte Co. Building Dept. Chico, CA. 95927 Re: Sheriff's Sub -Station Magalia. Dear Vernel: The separate pour in the stem wall and the footing is adequate. Thank you, arry J. Warner. A.I.A +0 r�, LAKERIDGE COURT $G� P•�i/ ,e.aLN 4aa.m '`Ntu XA„n. Nc p E-01-c- C44FA94We-j5 SO L6Ae* SKYWAY OL Ir ARCHITECTURAL SITE PLAN NORTH WIT E 00t *47- X&MNO tp/z I PQY-F • . OW, -Z ME poll$ I C-12 2'" co."�% "To ft —wm., INS C� a Pao -.0 9.104 TV" " TO O.OG "toAc pAyarmut- nil 4R.D.6 PLµ I f011fI" , L ewwlow� poposeD &AU).Goe me p" 14 WQIUIkL $G� P•�i/ ,e.aLN 4aa.m '`Ntu XA„n. Nc p E-01-c- C44FA94We-j5 SO L6Ae* SKYWAY OL Ir ARCHITECTURAL SITE PLAN NORTH WIT E 00t *47- X&MNO tp/z I PQY-F 829-88B,P,E,M, PERMIT NO. PERMIT EXPIRES C BUTTE COUNTY / u Y QF OWNER CONTR. Bob Becker 8.77 -A7S0 ASSESSOR PARCEL 66-31-06 • LOCATION 14164 Skyway, Magalia ok; ,�� Ree /0 OFFICE COPY is Address 11161 SKYWA Temp. jjJ GAS Date call Meter By ELECTRIC Meter By ljaAow+ Date Temp. E Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) 8AZ = OK ' .- 0=Not OK - = Not Applicable = Not Ready MOBPLE 140MES J. MISCELLANEOUS Date MOBILE HOME UTILITIES. (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils=Size-Depth-Spacing-Connectors-Steel 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 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date Card -B1 Date 10. Roof; Shthg-Roofing Card -B1 Date Card -B1 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -B1 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line Card -B1 Date Card -B1 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -B1 Date Card -B1 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date = OK 0'= Not OK - = Not Applicable = Not Ready -RESIDENTIAL (Single and Duplex) Date UN RFLOOR (Plans) OK except #'s . Z ing requirements-Setbacks-Ea�nta tg., Main; Soils-Steel-Elec. G_d.-/(� 3. Ftg., Garage Soils -Steel-/ P' Ftg. Dept 4. Ftg., Porches & Decks; Soils -Steel-/ /" Stemwalls, Main; Steel-Blockouts-Wrappe Stemwalls, Garage; Steel-Blockouts-Wrap Slab; Steel -Wrapped 8. P' rs-Fireplace Ftg.-Steel D.W.V.; Fall-Fittings=Test-2 way C/O -Sewer Test 10. qds Pipe; Size -Anchors Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance- Material-Supprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -81 Date / pa ar -B1 Date Card -B Date rd -B1 Date Date PLUMBIN (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air Water Pipe; Test & Anchors -Nail Protection Af-b.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access . 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -B1 r,(f, Date'2MR Card -B1 Date Card -B1 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech. Fasteners -Bon ` as Water 2 Appliance Circuits in Kitchen & Conductor Size 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light Card -B1 Date�f-, Card -B1 Date Card -B1 (C -A5. Date7,�q 'Card -B1 Date Date MECHANICAL (Permit) OK except #'s �,C. Ducts Insulation & Support Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnace in Attic Card -B1 .S Date 2.&/98 Card -B1 Date Card -B1 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 38 -Sills, Proper Material & Anchors 38 -Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing 4,1'Draft Stop in Walls (rat proof) . Fire Stops; Furred Ceilings -Stairs -Chases -Tub AR'Header & Beam -Size & Bearing Date FRAMING (Continued) 4. Hangers -Post Caps -Anchors -Connectors ySlCing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 46. Fireplace Ties or Type A Flue -Fireplace Throat ,47 -"Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 49. _Garage Fire Protection Framing 111. Property Line Firewall & Openings 51. Ext. Doors -One T -Check Garage -3rd story, 2 exits 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers 54!$iding-Nailing Veneer 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 56. Glazing Area -Glass Protection -Skylights -Plastic 57. Shear Walls; Nailing -Bolts 5A,InsuIation-Wa_Js-Clg' ,599!1nfiltration-Waus=6Vn"s Card -B1 (:7,G. Date 7� Card -B1 Date Card-B1(9.a Date77 ej:¢Card-B1 Date 'Date FIN L (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 61. oke Detector IV Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes -Labels 66. Stairs & Rails 67. Fireplace or Stove; Clearances -Hearth 68. Elec. Outlets at Wood Panel; Int. & Ext. 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 70. Elec. Outlets & Receptacles at Kit. Counter 71. Garage Fire Door; Swing -Landing -Closer 72. A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. nsulation- Foam- Looked in Attic es 77. Guard Rails & Deck Construction -Post Caps 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor a Yes ollowing ins Drive erlis 0 No; Walks 'ONo; Planters ❑ No 80. Stucco; Brown -Finish .A!iC.C. Unit; Disconnect, Electrical, Plumbing JW. -Vents Above Roof; PIbg.-Appliance-Firep I. -Clearance to Openings. 83. Water Well; Disconnect, Electrical, Plumbing 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 85. Ventilation throughout House Mass Protection gpPrections from Previous Inpections Gas Ted: -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates iKirEW Comments at Final: ♦li�f.'f3� L�iI.'���Z��faGu'��3� !i �.�� ; P. (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2'151 7 County Center Drive, Orovi I le — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE '�)t^TrG C-QiAmTy?-'f1-88 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. Inspector /_) Date �y �� -C48 �'.v'fri$ 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 COLANT 1 U'trtr,,- 8Zy-8 8 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. %L - WINLL-S I V Iti.B,C, 510-.g (sni.00TN- �NfL�s 1404AP,SOPl3�c�l� Tv 4. — nit A F oma✓ 0/�tS'�/us.o2 14 at o r _ �2 C"I VYI?r6')Aky9,e(FreA-rIo.✓ Un/lT rXA IL— J, N .. _ .9. . • -_ P r- /J _ i . _ •..^r 'lam Y r � • • I , � 1 OR A �fiJP. i 12ke r l -7-1-3s Inspector Date `a" 12 – 9 8 COUNTY OF BUTTE _ ' ' . ' DEPARTMENT OF PUBLIC WORICq, ' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 w----- CORRECTION NOTICE 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 riection of work is completed. If you have any question pertaining to this mor need additional explanation, please contact this office immediately. — VQnzV-C-C KOMx PAS - C0M)!"rrrj 1lySg5,e-rl-6-4. Inspector Date Zo -11-48 � I -I 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 OWNER �9c�tn/rV%�0� �[nfifZ PERMIT88N0. 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. IA11MInM PIN(Z RErnCA) IS f,)R R_ t� F .TA L N/Jb I IVi CAj!3 �d ,P TiqF IAIE t.ne-4T(oRd P A l,�z z79 sez:2ne Inspector ,��g ��,�r� Date S -23 —(5)8 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 1Wwrr� (f.oyo-(I n--% 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. Vwjth Q-sNS Q'V.- 0/-J I (V Soc_A rI o.J gNSnG�1—�o.s - Inspector "�ee2�C1 Date 7^,x-813 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 p ,� ap CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 824-88 for the following: Use Classification Sheriff's stab—station Address or Location 14164 Skvwav, Ma2a? is Group B-2 occupancy; Type V -N construction. It is hereby certified for the occupancy described above and may be occupied. .. Director, of Public Works Date 11/21/88 By `r17 _ POST IN A CONSP!5d1VOUS PLACE J,F'-M-aBdPr— (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. Owner: — `" ` '(DUPLICATE) E N E R G Y C E R T I F I C A T I O N r •� _ 14164, Skvwav Paradises Ca (Addition) LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Fiberglass ba is Thickness(inches) 3 5/8" CEILING Batt or Blanket Type Fiberglass batts Thickness(inches) 10" Loose Fill Type Minimum Thicknes (Inches) Area covered(ft.j FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name nti Pnc-rnrnin�- Thermal Resistance(R Value) R'13 Brand Name Owens-Cornino Thermal Resistance(R Value) R3C) Brand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in' conformance with the State of California Energy Requtrementa. Loerke Insulation Co. 499150 FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO. October ] 4 . 1988 SIGNATURE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attacbinents have been installed as required by the State of, California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE N0. SIGN&PKE OF CMNERAL CONTRACTOR OWNER DATE 'THIS CERTIFICATE MUST BE, --:.0N FILZ. WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION'AO PERMIT ASSESSOR PAR %L NUMBER ZO "� BUILDING PERMIT OWNER 0 TELEPHONE S0. FT. OCC. BUIL G VALUATION OWNER'S MAILING ADPRESS CONTRACTOR' NAME TELEPHONE f< ��b CONTRACTOR'S MAILING ADDIOZIS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS / (D Permit fee $ a( PLUMBING PERMIT FiIingFee 10.00 Each Trap 2.00. Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,000 Each qas water heater or vent 5,00 ,L� l USE OF STRUCT�SIPIZCI SF ❑ Duplex❑ Mobilehome❑ Other FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 o4)l Mobile Home S I G I W 10.00 ea ' TYPE OF WORK j New Addition❑ Remodel4 Utilities❑ Installation❑ Other ❑ Describe work: 3 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 4 Main service EA. ADD'L 100 AMP 2.50 So CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �yyt� I am licensed under provisions of Chapt. 9, Div. 3 of the Business Al AT and Professions j Code and my license is in full force and effect. License No. �✓4_32_ Classification F-1 1,2.00 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- ontract- ors. ors.(Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.9 , OR ACDNS. Acc. BLDGs. ) /:¢sgft NEW RES . NIRETI-OUTLET NON.RESID .BRA CH CIRC TS 2.50 ea/A 110 POWER APPARATUS O1 SINGLE OUTLET CIR. i 0 EX, Occup(OUTLETS OR FIXTURES SALO30 AL9 3 Ex. DCCUp. FIXED RESID )R OUTLETS (( Temporary service 10.00 Mobile Home Facilities 15.00 = Misc. Wiring g 15.00 Permit Fee $ a s WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. i� I have placed on file with the County of Butte Building Department •�J 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 becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating U d Co g Hood 3.00 Ventilation permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 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 d County in consequence of the granting of this permit. X � �8 � 01? Date Signature of Applicant - Owner ❑ Contractor 9 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 $ TOTAL PERMIT FEE $ , occuP. 5-2 I CONST.TYPE v --K/ JS��JFLOOD ARCCL . PO ND ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date J� �� �1� Receipt No. WNITL-D.P.W.. YELLOW-AeeESSOR. PINK-INSPCCTOR. COLDENROD-APPLI CANT �^�r� �r �t! t r. erg.. �v r '.� ' � c� r r' T r' 4'!tk teti �'vL it ' S: :E is fir ; e t Wl. i� l� t�kv' 'F+ i- � F ' COUNTY OF BUTTE - DEPARTMENT OF,t,PUBLIC WORKS - BUILDING DIVISION - Y 7 COUNTY CENTER DRIVE - ORO�/�,�iI,FJIA:95965 -TELEPHONE: 916/538=7541 • PERMIT. APPLICATION DATA SHEET Permit No. .t OWNER v �;t ,2 : - - A. P. No. rel - Proposed Building Use J�L�cFifiLe�,�i� ��i7 Building Inspector Date /// r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or Issuance: DATE RECEIVED APPROVED 1. All items have beerisubmitted. . . . . . . . . . 2. Plot plans in duplicate/triplicate, signed by preparer of plans. , 3. Complete plans: in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. �5. Plans witEnergy Design Compliance Statement. _ 6. �� School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. . 8. Fees of $ . . . . . . . . 9. Letter of signature authorizatio _10. Sanitation approval from_#�. W 6—, Health- Dept. j Planning approval for (A) Use:49--� (B) Parking: [�� '12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) ,14, Owner -Builder Verification (Given to owner❑ Mail to owner ❑ ) _. LJ'Improvements may be required. 6kW ul 16 Mobilehome Installation Data Pre-Inspec. request 'to 17. Pre -Inspection for Required t�. - — - -- - Building Inspector (Date) 18. Recorded copy of Agricultural Acknowledgment Statement. K 19. Driveway Permit, _ 20. Plot plan approval from city of_ _ 21• Engineered trusses'in duplicate (required riof to blanccheck, 22. t When you issue the permit, process as follows: —Mail,/t�o owner. �'aiI Jo contractor. Telephone and hold for pickup .h6e,.'Deli-ver w/inspector. Other Applicant%j..G.. _date _ice rc Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above).O'" .-I • Index permit for above items No. - 2. Additional items req ed: Wh4_//DT r,lsD . 2/ /-/ Contractor, designer, owner, was advised of above required data by_phone---nail_co Contractor, designer, owner, was advised c, above required data by - phone -mail - Plans checked by Sets of plans on hold in Copy—DPW Date Plans approved by .�s File cabinet AP folder by date Q_ date 'Date WRAR-8r. t Bunte CO- Div. OF Env. HUM TO..: Building Department ,° FROM: Environmental Health DEC 21987 OrovUFe, cal f..6 SUBJECT: SANITATION CLEARANCE f La416 Ago .jl A / I 1-1(la Z �10 .OWNER LOCA ON Plans approved for: Sewage Dis osal Water LSu�p�pl�y Hold final for: Water Supply Final Clearance O.K. for: Water Supply Clearance for bedroom mobile home. Other Clearance for addition. -of rho -Joni Note %4 A i 1;�,, A/�/rl/ ��/i1i/=/� �! �/ � /r�/Th x7er1_JT1,46 ��lr S77 ITARIAN DATE ,A v CALCULATIONS ARE IN COMPLIANCE! WITH THE 1882 EDITION OF THE UBC `� . DATE SIGNED -----------------S-E--------------1-- FRANK. L. TYUKOS0�-#0� �l F L T ENGINEERING 5790 CLARK. ROAD PARADISE, GA 95969- (916) 872-0254 MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE Bldg. Permit # OWNER je&6,--C i rr42,1 n e A.P. # 7/85 A. GENERAL Zoning requirements (sideyards, parking, special conditions, Planning approval)PQ 2. Valuation. (00'30'D Signature by R.C.E., Architect or Building Designer. Improvements and drainage -- Land Dev., DPW; City of Chico; City of Biggs. 5. Complete plot,,pp,lan w•t dimensions, easements, other budding., and ther r- tinent data. N� �/L �/0�� � ,.' See previous pets a' n�I 4ppa� r expired permits, change of use, violations; etc. ,7--" Flood hazard. • .B. OCCUPANCY REQUIREMENTS -Building use /�',� A Occupancy Class Building floor area �staa1 allowable floor area Basic allowable floor area Basis for increase . Compliance R1 Type of Construction sq. ft. Occupant Load At, sq, ft. ..o?- Area separations Sec.. ' Firewalls due to location on property (Sec. 504).. Maximum height requirements (Sec. 507:). Attic separations (Sec. 3205). Ventilation and special hazards requirements (Chapter 6:'12). - Fire extinguishing systems, 20 sq. ft. opening/50 linear ft. (Chapter 38). 13. Fire alarm systems .(09 Sections of Chapters 6-12). ,,K- Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap. 20). Health Dept. Plan Review - (1) Restaurant Act; (b) Commercial Pool. kr.--Smoke detection system. j.7'�Fire Dept. Plan Review and/or Fire Marshal Plan Approval. Electrical Code Requirements (Pools or hazardous occ.) (Art. 680 & 500's). ]A -Physically handicapped requirements (State Law). C. TYPE OF CONSTRUCTION REQUIREMENTS Fire retardant roof coverings (Sec. 3202). .� Parapet walls (Sec. 1709). ,3! Toilet room floors and walls (Sec. 510). Physically handicapped (per State Law). Guardrails (Sec. 1711). /6. Detailed types of construction requirements (Chapters 17-22). o,7- Proper roof pitch for roof covering (Chapter 32). �: Attic access and ventilation (Sec. 3205). Roof drainage (Sec. 3207). Skylights (Chapters 34 & 52). i� Stages and platforms (Chapter 39) . iYZ'. ' Interior wall and ceiling finish (Chapter 42).. Ja-.-- Fire resistive requirements (Chapter 43). MULTIPLE FAMILY AND COMMERCIAL PLAN CHECKING GUIDE (CONT -D) 7/85 C. TYPE OF CONSTRUCTION REQUIREMENTS (CONT -D) Wall and ceiling coverings (Chapter 47). lass and glazing (Chapter 54). ,.HkcmaFi Impact (Sec. 5406). J6: --building Materials - Check: Grade, Species, Allowable Stresses, ext. or int. -- Example: (Glu -lam Beams w/cert. 24F ext. grade). .;7 Foam plastics (Sec. 1712). D. STAIRS, EXITS, AND OCCUPANT LOADS General Exit Requirements (Sec. 3301 &'02) (Post occ. load, etc:). r Number of exits, width and locations (Sec, 3303). Doors (Sec. 3304). Corridors and exterior exit balconies (Sec. 3305). Stairways, rise and run, width, winders, and construction (Sec. 3306). Horizontal exit (Sec. 3308). Exit and smokeproof enclosures (Sec. 3309). Exit signs and illumination (Sec. 3313_&-14). -1`017- Aisles and seating (Sec. 3315 & 16). 10.--� Exits for occupancy groups A-E (Sec. 3317 - 3321). E. ENGINEERING REGULATIONS, DESIGN, Q LITY. 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, ptanetail0. 45�Energy design, calcs, and necessary details (State Law) & cdMplianc,e sta—Fe—MLM ,3! Veneer (Chapter.30). f _Chimneys and fireplaces (Chapter 37). f. Plastics (Chapter 52). ,.6�- Excavation and grading (Chapter 70). /7-� Continuous or Special Inspection (Sec. 305). ,8! Factory or other certification. Soils or compaction data. /-Noise regulations. Footing reinf. Min. Two #4 bars (cont.). 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. ;' December 11, 1987 Butte Co. Building Dept. 7 County Center Drive Oroville, CA. 95965 Attn: Jim Glanders Dear Jim: Enclosed please find the Energy Calculations for the Paradise Fines .Substation. They were supposed to be attached to the plans we'sent to you yesterday, but they were not ready. Than}: ou, -� File No. l ` t Glenn Bruno, AIA Enclosures G�OS� tab t Y_Ce'rtificate of Compliance (Part 1 of 2) . CF -1 *07r' GAUNT-( For Enforcement Agency Use Only Project Tide Project Architect/Engineer Building Permit Number Plan Chodwd By Project location - Date I ma Cityfro1wLLn o� ate 11 �VNCP rt' �iL�} ��' �I'�1 Signature and Documentation Author Date Registration Stamp Approved By Date f Prescriptive Approach/Performance Performance- Approach . Approach Strategy Energy Budget General 1 CEC Occupancy Type ......... . 1 CEC Occupancy Type . . .. •..... .Lci.WKZ 01:CTZ; 2 UBC Occupancy Gmup/Division .... . 2 UBC Occupancy Group/Division .. . . . 3 Conditioned Floor Area ....... , ft2 3 Package Selected . ... ... .....4 Budget Table ............ . 4 Gross Conditioned Fkwr Area . ... . , :�� ft2 5 Allowed Energy Budget (WS -IA) , , , . , k8tu yr-ft2 Roof and Floors Calculated Annual Energy Consumption 5 Proposed Roof/Ceiling Rt (CF -2; CF -3) . 2 4.01 hr -F ft2Btu 6 Approved Calculation Method , . , , . , 6 , Required RooVCeifing Rt (CF -2) ... .hr-F-R2/Bm 7 CEC Designation .......... . oor 7 Proposed Exterior FlRt (CF -2, CF -3) . — hr-F•ti2/8w 8 Multiplier • • • .. . , , , , .. , .. . 8 Required Exterior Floor Rt (CF -2) .. .. hT-F-ft21 to Estimated Energy Use - Walls 9 Heating ............... kBtu1yr-ft2 9 Proposed Opaque Wall Rt (CF -2, CF -3) . . Zr7. 4 hr-FI12Btu 10 Cooling . . . . . . ......... kBW/yr-ft2 10 Wall Heat Capacity (CF -3) . .. . ..... 74.0 BtulF-it2 11 Fans , ... , .. , . , , . , kBtuJyr-ft2 11 Required Opaque Wall Rt (CF -2) .. . 7 hr-"2/Btu 12 Lights • . • • , .... , .. , . , • kBtu/yr-ft2 Glazing In Wads 13 Miscellaneous Equipment ... , .. , kBtu/yr-ft2 12 Exterior Wall Area (CF -2) . .. . .. ](p '8 ft2 14 Total .. .............. kBtuyr-ft2 13 Total Glazing Area (CF -2) , . , .. . , . O .O ft2 15 Ad. Total Energy Use (fine 8 xfne 14) .. kBtu/yr-ft2 14 Proposed Total Percent (Line 13 / Line 12) . 13 • I % 15 Average Total SC(CF-2). , , , , ; , , .. Compliance Statement 16 Allowed Total Glazing Percent . . . . % . . 17 West 'Exterior Wap Area (CF -2) , '2j O ft2 •� General. The proposed, building represented in this set of compliance documentation is consistent with the other compliance forms and 18 West Glazing Area (CF -2) , X4•,0 ft2 worksheets, with the plans and specifications and with any other 19 Proposed West Percent (CF -2) . . . , . , % Performance calculations cKcomputerr ns sub itted with this permit application. rforman PP ( applicable) The energy performance 20 Average West SC (CF -2) . . . . . , . estimate presented on this form was calculated using the approved 21 ApowedWestGlazing Percent , ..'Zr7 q6 calculation method indicated above and with the CEC established fixed and restricted engineering inputs for the applicable climate zone and Glazing In Roof (CF-6)Proposed Allowed 22 Skylight 1 fU ►� occupan type. Prescriptive Approach. (when applicable) The proposed building has . ft2 been designed to meet the requirements of the Alternative Component 23 Skylight 2 .. . . , . ! ft2 Package indicated above f e appropriate occupancy type and climate 24 Skylight 3 . ft2 zone 25 Skylight 4 .. . . . .T ft2 • 26 Skylight 5 .. . . . .. . • .T I h2 27 Skylight6... . . , . , • I ft2 —� ned 1trz�.�77 l%i,ENN t.X'�%�1�t �• GI�TEG7 28 Skypght7 .. . . . . ft2 Name/Title 29 Skylight 8 ... . . . . . ft2 17�uvN49 PAw ins Ughting (See Part 2 for Additional Performance Specifications) : 30 ProposedAdiusted LPD (CF -5) . ..... I.46- Wattsv Company r� 13110 �urT� 167 31 Allowed LPD (CF -5) . ... . . . . . .. , 1.r70 Wattslft2 HVAC (See Part 2 for Additional Performance Specifications) Address 32 .Performance Set Selected . .. ...• 1 33 Proposed Fan Wattage Index (CF -4) ... 4,19 'WaIIaAt2 ' City/State2ip 34 Allowed Fan Wattage Index .. . .. ; 0.!!L Wam&2 35 Proposed Coding Power Index (CF -4)• '��� BtuftAt2 Telephone Calif. License Number 36 Allowed Cocfng Power Index.. -7o. 0BtuWft2 cjBtuWh2 37 Proposed Heating Power Index (CF -4) • 38 Allowed Heating Power Index . . . . . ..131.�Ba,hm2 Form Revised September 1986 Page of V7 Certificate of Compliance (Part 2 of 2) CF -1 �S iE GoiJW1 ' SLJS STA?lON For Enforcement Agency Use ony Project s 'I�RUtJb �IaWI�I N� r2 -11- 51 Documentation Auftr/Firm Date BY Date Both parts one and two of this Certificate of Compliance must be included with each budding permit application for the above noted building and appear on the plans submitted for approvaL The building features and requirements represented on the Certificate of Compliance are adequate to achieve compliance with the second. generation norresidential energy. for the budding referenced above. The building features and requirements are also adequate for any subsequent alterations, modificad.ors or additions to ft building. Designer One CELE K N b21JNai2GHITEGT Name (Print) EA20Nv 4 H�.wKINh Tide/Company Name 13ia I v GN IGS l:A q� Adares: . nature Date Enforcement Agency Signature Data Dealir er Two Name (Print) j Tdde/Company Name Address Signature Date Designer Three Name (Pring TMWC&i pany Name Address Signature Date Date Designer four Name (Print) TidetCornpany Name Address Signature Date Enforcement Agency Signature Date Enforcement �Y g� Data Owner Name (Print) Trde/Company Name Address SignatureDate Additional Performance Approach Strategy Specifications Lighting Enforcement Agency Name (Print) Tide/Agency Address HVAC Form Revised September 1986 Page 7 of Mandatory Measures Checklist MF -1 For Enforcement Agency Use Only 12UNr> w lt•l� - IS 11-81 Documentation Author/F*vm Date Checked By Date Reference in . Construction Documents . Envelope Measures [„Certified irmilation materials per 2-5311(a) .... . [insulation rotated to meet flame spread and smoke density requirements of 2-5311(b) . . ...... . I 1 Urea formaldehyde foam insulation is installed per 2-5311(c) .. . . . .. . . . . ...... . [ J Retrofit insulation specified as per 2-5313 ...... . (eAir infiltration is minimized by specification of tested manufactured doors and windows and proper sealing and weatherstripping as per 2-5317 .. . Lighting System Measures [,}/Certified luminaires/baliasts per 2-5314(b) . ... . . Independent control w/ enclosed areas per 2-5319(a) . . Manual switching readily accessible per 2-5319(b) [vJ/Reduction of lighting bad to at least one half per 2-5319(c)). Occupancy sensors or programmable timers meeting CECcriteria may substitute . . ... .. , [ J Separate switching of daylit areas per 2-5319(d) . . . . 1 Separate. switching of display and valance lighting in retail and wholesale stores per 2-5319(h) , . . (J Automatic control of display I'�ghting in retail and wholesale stores per - 19(h , ... . , . .. . [eTandem wiring of one- and three -lamp luminaires per 2-53190 ... . . . . .. . . . . . . ... . Daylighting and Lumen Maintenance Controls (when applicable) [ 1 Uniformly rumination reduction to one-half per 2-5319(e)l . . . . . .. . . ... . [) Flicker free operation and no premature lamp failure per 2-5319(e)2 ... ..... . . ........ . [ J Time delays to prevent undesirable cycling per 2-5319(1)3. ... . . . . [) Step switching devices with separation between on/off settings per 2-5319(e)4 .. . . . . ... . . Reference in Construction Documents I 1 photocell sensors with a diffusing corer and no opaque cover per 2-5319(1)5 ........... . (] Manufacturer's instructions pmsided for installation and calibration per 2-5319(1)6 .......... . I 1 proper ihctallaton of controls imduarg sensor location, oertdicaton of initial calibration and control of luminaires only within dayfit area per 2-5319(9)6 ...... .. . 1 1 visible or audible malfunction alarms per 2-5319(g) . . . Occupancy Sensing Devices (when applicable) I 1 Fiidor free operaton and no premam m lamp failure per 2-5319(e)2 ........... ... . [ 1 Time delays to prevent undesieable cycling per 2-531$(9)3 ................. . I 1 Visible or audible malfunction alarms per 2-5319(g)'.' . . [ j Umits on emissions per exceptions to 2.5319(9) HVAC and Plumbing System Measures Piping insulated as required by 2-5312 ...... . . p'K Certified HVAC equipment per 2-5314(a) ... . . . . W'Certified plumbing equipment per 2-5314(a) ... .. . [� Heating and cooling equipment efficiency per 2-5314(b) . [Pilotless ignition of gas appliances per 2-5314(c) . , , [Automatic controls for off -hours per 2-3315(a)l . . MO 7hemmostat set point requirements per 2-5315(a) . . . r.eSequential control of heating and cooling per 2-5315(a)3 , [4}0Automatic exhaust favi dampers per 2-5316(b) . . . l'1 Thermostat controls for each zone per 2-5315(b)'. . 14/Ventilation provided per 2-5316 and 2-5343 . M/Heaters for domestic hot water and/or pools per 2-5318 . Form Revised September -1986 Page -;�? of V En,vel.ope Summary Form and Worksheet (Part 1 of 2) CF -2 allTTS- g i -H -e For Enforcement Agency Use Only Project Title � �U{•la �r I�Aw�1�1S r2I� �8� Documentation Author/Firm Date Checked By Date Roof Exposed Floor Area/Soffits A B C D A. a C- D M Floor/SoffitProposed Area/ Type Area R -value R -value Total Total EEI Average R value �C�T Cd B/ Col D Glazing in Roof. A B C D E F Average Xvalue Col B / Col D G H I Exterior Wall Area A B C D E F Surface Area NorthEast I South West Total 1178. o 1 2Z S.v I II -L V 1-70Z Envelope Summary Form and Worksheet (Part 2 of 2) . CF -2 SUITE etPVNTI' .-C--)U� a-,T,4oN For Enforcement Agency Use Only Project Title i�Uh� ��iaw���J� 12' (f•$'I Documentation Author/Firm Date PhedwdBy Date Opaque Exterior Walls and Doors. A B C D E F G H I J K Totals t Ygjg -"'I 1 l -d -Z) i/ 11 �'iYiO 1 11 6-C7 1 Cpro-V• J I Total l"Lri.'79 1 Total-... LA696-2::P I Proposed Required Weighted Average'R-Value fl -I F r [W i r.,i c i rA le Glazing in Walls A B C D E F G H I J K u-vawe West sc I otai sc Averages. Col / Col F Cd J / Col E Col K/ Col F Form Revised September 1986 Pager of 1,�57 ted Averages u-vawe West sc I otai sc Averages. Col / Col F Cd J / Col E Col K/ Col F Form Revised September 1986 Pager of 1,�57 Construction Assembly Compliance Form CF -3 UTI �WY l�UF7 S-rw For Enforcement Agency Use Only Project' Tile f3�Z�WZ7 ;"V14 H4, M-11,91 Documentation Author/Firm Date Checked By Date General Information 1 Assembly Type and Number .... .......... .............. ... 2 Framing Type .................. ...................... W 3 Framing Size ................:.................. ... . t 4 Framing Spaang .......... ..... .. .... .......... ._inches t 5 Insulation in Cavity . ,...... ... .... ...... ........... •�.�. . (� , �� F-ft2-hd13tu 6 Effective R -value of tavdy/Framing ...... , .. ; . F-ft2-hr/Btu SKetcn of Construction Assembry. . t List of Construction Components A B. C D Wal Speafic We' ht Heat Description . R-vatue (tbliq (Btu/F4b) 1 �xti WD. �If�1.hlri �g 2 s 2 t 10 41,E -W _ q,& lh i6o�r'P V.42. o 6 7 8 Total R -Value w/o films . , , ...... :J 9 Inside surface air film ....... .... 7 4�1,I 10 -Outside surface air fes........ 11 Total thermal resistance (Rt) ... ........ of IJ 12 U -value Une 11) .... ... . . . . ':. • Total HC E HC Col C x Col D (Btu/F-sf) 4.a Form Revised September 1986 Page -6, of 2 SKetcn of Construction Assembry. . t List of Construction Components A B. C D Wal Speafic We' ht Heat Description . R-vatue (tbliq (Btu/F4b) 1 �xti WD. �If�1.hlri �g 2 s 2 t 10 41,E -W _ q,& lh i6o�r'P V.42. o 6 7 8 Total R -Value w/o films . , , ...... :J 9 Inside surface air film ....... .... 7 4�1,I 10 -Outside surface air fes........ 11 Total thermal resistance (Rt) ... ........ of IJ 12 U -value Une 11) .... ... . . . . ':. • Total HC E HC Col C x Col D (Btu/F-sf) 4.a Form Revised September 1986 Page -6, of Construction' Assembly Compfiance Form CF -3 92TTE CAC7LJ WY 4;,TATIc:, .4' For Enforcement Agency Use Only — Project Title Documentation AuthcWFirrri Data Checked By ate General Information 1 Assembly Tree and Number ..... .......................... . .L 2 Framing Type. .. .. ' ........................ ..... 3 Framing Sine .. ................ ................... 4 Framing Spading . ... .. ..... inches S. Insulation in Cavity .................. .. .....F-ft2-hr/Btu 6 Effective R -value of Cavity/Framing . .. , ... .. F-ft2-hr/Btu Sketch of Construction Assembly List of Construction Components A B C ppeeD'fi E We�hY HC SHeat Col C Col D Description R -value (IhAt (8tulF4b), . (Btu/F-sf) 1 lt'Os�ITir�N 'i 1 rte{, D. CSO 2 �Ct�'FING�LT o• to 3 GD?C PLYWa O. 4. Y S a 8 Total R-Vatue w/o tarns ..:.. .... ' �� Total HC 9 inside surface air tarn ............. . 6 10 Outside surface air film .............. • �. 11 Total thermal resistance (Rd ... ....... 2 • S g 12 U -value (1 / IJna 11) • • � (/ `:'h Form Revised September 1986 z• page of 157 Construction Assembly Compliance Form' CF -3 SUITE GcUi41-e 564� <7QcTzpQ For Enforcement Agency Use Only e�tle - i!0PbNa HAVV141b1G. 12• II •,� Documentation AuthodFirm Date Checked By Date General Information 1 • Assembly Type and Number .....:....... .. ... ............ 2 Framing Type .. . . .... . 3 Framing Size .. . .............. ........ ................ . 4 Framing Spacing . ........................ ..... inches S Insulation in Cavity . ...........:... ... ... ... .............�. �. F-ft2-hdBtu 6 Effective R -value of Cavity/Framing .. . .............. ................ F-ft2-hdBtu Sketch of Construction Assembly List of Construction Components A B C D E wall Sppeeciafic C x HC w * ht Heat Col Col D Description R -value : (IbJh .(Btu/F4b) (Btu/F-sf) G�ri�1f�J S4i111��5 D. �o - 2 iJbPG(Z a I O 3 f 3 4 // �, 'S �. 124- 11 c,1G► . s t�.i 4►If�SPA�t� 0-04> s 8 Total R -Value w/o films ..... , .. , .. , �2 -�✓ Total HC 9 . Inside surface air film .............. O 6 16 Outside surface air film.......... . . 11 Total thermal resistance (R) ........... 13 : j 12. U -value (1 / Line 11) . ........... .. 0• d Form Revised September 1986 page of 1� HVAC Power Indices Summary Form and Worksheets CF -4 C-4..Irz 40LATC:,W For Enforoement Agency Use Only Projmt Ti Documehtation Author/Firm Date* Checked By Date Summary Data IConditioned Flow Area . . . . . . . . . . . . . . . . .. . . . . ... . . . . . . . .. ft2 2 Total Fan Watts During Peak Cooling Conditions (from �ork;;e;tsb�low) . . . . . . . . . . . . . . . . kilowatts 3 Fan WAttage Index (Line 2 x 1000 / line 1) . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . Watts /ft2 4 Total HVAC System Energy During Peak Cooling Conditions (from Worksheets below) ............ 14, 572 kBtulhr 5 Cooling Power Index (Line 4 x 1000 / Line 1) ... . . . . . . . . . . . .. . . . . . . . . . . . . . . t7SP Btu/hr-ft2 6 Total HVAC System Energy During Peak Heating Conditions (from Worksheets below) .. . . .. . .. .. 4-Z .191 kBtu/hr 7- Heating Power Index (Una 6 x 1000 1 Line 1) . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . 14:115- - 0 Btu/hr-ft2 Fan Energy A 8 C D E F G 14 Equipment Brake Horsepower Marts Description Cooling Heating Motor x Drive Efficiency Peak kilowatts Conversion Number Cooling Heating Factor Fans Cooling Heating 0.746 ro.—I 0.746 0.746 0.746 0.746 0.746 0.746 0.746 0.746 Total kilowatts Heating and Cooling Equipment A B C D E F Equip nt MZ Total - 14:/--f Form Revised September 1986 Page Of of 1D Total - 14:/--f Form Revised September 1986 Page Of of 1D Lighting Summary and Worksheet (Part., of 2) CF -5 -r—� G,•9V };(�'�t •�j,(�'�!7�,] For Enforcement Agency Use Only Frog -Oct Title Documentation Author/Firm Date Checked By Date Proposed Adjusted LPD Tailored LPD Approach (when applicable) 1 Total Ely"Pg Watts (CF -5) .... ... . �j90 Watts 1 2 Control Credit Watts (WS -513) ...... — wafts 2 3 Adjusted Watts (Line 1 -line 2) .. .. 0 Watts 3 4 Conditioned Flo" Area . ..... 4.4017 h2 4 S Adjusted LPD (Lire 3 / Line 4) ...... 1-46, WaMA2 5 Whole Building LPD Luminaire Schedule A B C 6 7 8 9 Watts for IC: A = ME (WS -SC) , , , .. , Watts Task Watts for IC: E & F (WS -SD) . ... Watts Non -Task Watts for IC: E & F (WS -5D) .. Watts Task Watts for IC: G, H 6 I (WS -SE) .... Watts Non -Task Watts for IC: G, H & I (WS -5E) , Watts RetaJIVVWesale Store Lighting (WS -5F) . Watts Total Mowed Watts (lines 1-6) ...... Watts Conditioned FkxW Area , ..... ft2 Mardmwn LPD (Line 7 / line 8)'. ...... WatMM2 D E F BuWing Total 590 Form Revised September 1986 Page of !9 Certificate of Compliance (Part 1 of 2) . CF -1 f!OTTE GvUkT-T, coUD•STA.-n^ For Enforcement Agency UseOnty Project Title UIZIO 29Uh62. a 111 .Project Architect/Engineer Building Permit Number Plan Chacltad By Project' Location�CIA, � If Date l City/Town ++C-firnald Zone Field 0tocked BY Date Signature and Documentation Author Data Registration Stamp Approved By Date Prescriptive Approach/Performance Performance Approach Approach Strategy General CEC Occupancy Type , ..... , , , 1 CEC Occupancy Type , ..... il�.b O'FF 2 UBC Ocarpancy Group/Division .... Yom' 3 Package Selected ............ . 4 Gross Conditioned Floor Area ...... 4eEZ ft2 Roof and Floors Calculated Annual Energy Consumption 5 Proposed Roof/Ceiling Rt (CF -2, CF3) . Z • A hr-F-ft2/Bnr 6 ' Required Roof/Ceffing Rt (CF -2) , , ,, ��j, hr-F-ftZSW 7 Proposed Exterior Floor Rt (CF -2, CF3) . -- hr-F412/Btu 8 Required Exterior Floor Rt (CF -2) , — hr-Fh2Aku Walls " Heating ............... 9 Proposed Opaque Wall RI (CF -2, CF3) . hr-F-ft2/Btu 10 Wall Heat Capacity (CF -3) , , , . , , . ,?4.o BhWF-h2 11 Required Opaque Wall Rt (CF -2) .: .. T hr-F-h2/Btu Glazing In Wans 13 12 Exterior Wan Area (CF -2) , . , , , . , _VO08 ft2 13 Total Glazing Area (CF -2) .. , , . . , ,101,O ft2 14 Proposed Total Percent (Line 13 / Line 12) , 13.1 % 15 Average Total SC (CF -2) , . . , , , , , .•• (plc 16 Allowed Total Glazing Percent .... , � % 17 West Exterior Wag Area (CF -2) . ... . , , JS'JP 112 18 West Glazing Area (CF -2) . , , , , , . 24,0 112 19 Proposed West Percent -(CF -2) . , , . , .� % 20 Average West SC (CF -2) . .. , . . , . .66 21 Allowed West Glazing Percent , , .' :. Sr. % Glazing In Roof (CF-6)Proposed Avowed 22 Skylight 1 . .. . .. . ,►� . h2 23 Skylight 2 . . . . , l . 112 24 Skylight . .. .... �—}�•.--.- 112 25 Skylight 4 , . , . . 112 26 TI Skylight 5 . . . .... I ft2 27 Skylight 6 .... , , , . 1 ft2 28 Skylight? .ft2 ft2 29 29 Skylight 8 .. , , .. , . , ft2 Ughting (See Part 2 for Additional Performance Specifications) 30 Proposed Adjusted LPD (CF -5) ...... 1.46, Watts/ft2 < 31 - Allowed LPD (CF -5) , .. , , , . , . I • O Wan&,Jt2 HVAC (See. Part 2 for Additional Performance Specifications) 32 .Performance Set Selected .......• 1 33. Proposed Fan Wattage Index (CF -4) , .. o.3d Wattalk2 34 Allowed Fan Wattage Index ..... O.442 Wan& t2 35 Proposed Coding Power Index (CF -4) . �Blu"2 36 37 Avowed Coofx►g Power Index • .. Proposed Heafing Power Index (CF -4) , i0.O $tuMf2 �Q BtL*^2 38 Allowed Heating Power Index . , , '.131,SVBtuh/ft2 Energy Budget 1 CEC Occupancy Type , ..... , , , 2 UBC Occupancy Group/Division .. , , , 3 Conditioned Floor Area ........ ft2 4 Budget Table ............ . 5 Allowed Energy Budget CWS -IA) , , , , ,� kBtWyr-ft2 Calculated Annual Energy Consumption 6 Approved Cithdation Method ..... . 7 CEC Designation ........... . 8 Multiplier ............ . Estimated Energy Us •• Use 9 Heating ............... kBtu/yr-ft2 10 Cooling ............... kBhkyr-ft2 11 Fans ........... , , , kBtuyr-ft2 12 Lights , . , , .. , , , ... , . kBtu/yr-ft2 13 Miscellaneous Equipment . , , ,. , kBtu/yr-11:2 14 Total .... . . .... .. . . kBtu/yr-ft2 15 Ad. Total Energy Use (One 8 x fine 14) , kBtu%yr-ft2 Compliance Statement General. The proposed_ buikfing represented in this set of compliance documentation is consistent with t1st3 other compliance forms and worksheets• with the plans and specifications and with any other calculations or computer runs submitted with this permit application, Performanea Approach. (when applicable) The energy performance estimate presented on this form was calculated using the approved calculation method Indicated above and with the CEC established fixed and restricted engineering inputs for the applicable climate zone and occupancy type. Prescript ve Approach. (when applicable) The proposed building has been designed to meet the requirements of the Alternative Component Package indicated above for the appropriate occupancy type and climate zone Signed Lj2UAQ52 IEG7 NamoMtle 2QUN,.,!:p 0 �AII�INS Company . 13'jv :9JPZ' EWGbD DP. 1--lUtTr- Io Address .GNIGm' Gam► Gil �'� City/Statemp II Telephone Calif. License Number Form Revised September 1986 Page I of JV Certificate of Compliance (part 2 -of 2) CF -1 t3J?TE GoU}�'h( Sllt3 �TA7►oN For Enforcement Agency Use Only Project Tide tQIJNre -HA W1Al N,0 r2 d I. - Documentation Documentation Author/Ftmn Date Chedw BY Date Boat parts one and taro of this Cer�iCate of Compi'urrtee moat be lnduded with each bu0dmo pe'mit appRCation for the above noted buildng and appear on the plan:submitted for approval. The. buiding feattres and requirements repress on the Certificate of CompGanoe are adequate to acfneve - oompGance with the second generation ranesidential energy standarda for the bolding referenced above. The building features and requirements are " .. also adequate for any subaequerttalterations, mo�fications or additions to the buildup. Designer One CELE K NGT Name (Print) �VNo � H�►wI�IN� Thle/Company Name Ad dres /Z-1 -A7 nature Date &ftroament Agency Signature Data Designer Two " Name (Print) TowCompany Name Address Signature Date Enforcement Agency Signature Date Owner Name (Print) Ttle/Company Name Address Signature , Date Additional. Performance Approach Strategy Specifications Lighting Osslpner Thus . Name (Print) TWCompany Marne Address -Signature Date ncy Signature Date DsslDnsr fi-orr Name (Print) 7306mpany. Address Situ re Date EnforcementAgency.signature Date Enforcement Agency Name (Print) Tide/Agency Address HVAC Form Revised September 1986. Page 7 of Mandatory. Measures Checklist MF -1 �bL � �w1�lN� j2IISi Documentation Auftr/Firm Date Reference in Construction Documents Envelope Measures (.,Certified insulation materials per 2-5311(a) .....: (insulation installed b meet flame spread and smoke density requirements of 2-5311(b) ... ...... . [ j Urea formaldehyde foam insulation is installed per 2-5311(c) ... . .............. . (J Retrofit insulation specified as per 2-5313 . .... . [v'Alr infiltration is minimized by specification of tested manufactured doors and windows and proper sealing and weatherstripping as per 2-5317 ..... . Lighting -System. Measures (/Certified luminaires/ballasts per 2-5314(b) ..... . (Independent control w/ enclosed areas per 2-5319(a) .Manual switching readily accessible per 2-5319(b) .. . WR -duction of lighting bad to at least one half per 2-5319(c). Occupancy sensors or programmable timers meeting CLEC criteria may substitute ........ . (J Separate switching of dayfit areas per 2-5319(d) .. . . (] Separate switching of display and valance fighting in retail and wholesale stores per 2-5319(h) , (J Automatic control of display I'ghti in retail and wholesale stores per 2-53i9(h� , , , , , , , , [vf"Tandem wiring of one- and three -lamp luminaires . per 2-531901.. . Dayligh ting and Lumen Maintenance . Controls (when.applicable) ['J Uniformly illumination reduction to one-half. per 2-5319(e)l . . . . . ...... . '... . [ J Flicker free operation and no premature lamp failure per 2-5319(e)2 . . . . . . .. . ... . . I J Time delays to prevent undeivable cycling per 2-5319(e)3 . . . . . . ..... .. ... . (I Step switching devices with separation between on/off settings per 2-5319(e)4 ... ...... .. . For Enforcement Agency Use Only Checked By Date Reference in Construction Documents I J nno opaque psensors er 22-th 85 3 1 99((e15 cover and .. ... . [ J Manufacturet's instructions provided for installation and calibration per 25319(e)6 ..... .. . . . . . (j Proper inataUafion of controls including sensor location, cerZaLon of initial calibration and control of luminaires only within dayfrt area per 2.5319(9)8 ... ... . . . Visible or audible malfunction alarms per 2-5319(g) . . . Occupancy Sensing Devices (when applicable) (] Flicker free operation and no premature lamp failure per 2-5319(e)2 .. ...... .. . . . . . I J Time delays to prevent undesieabie cycling per 2-5319(e)3 ................ .. . I J visible or audible malfunction alarms per 2-5319(8) . . [ J Units on emissions per exception to 2-5319(e) . HVAC and Plumbing System Measures RI-11"Piping insulated as required by 2-5312 ..... , Q< Certified HVAC equipment per 2-5314(a) . . . . . . . . [n.J'00'Certified plumbing equipment per 2-5314(a) . . . . . [� Heating and cooling equipment efficiency per 2-5314(b) . (Plotless ignition of gas appliances per 2-5314(c) . , WAutomatic controls for off -hours per 2-5315(a)1 . . .. •. [Thermostat set point requirements per 2-5315(a) . . . NOOSequential control of heating and cooling per 2-5315(a)3 , NAutomatic exhaust Pari dampers per 2-5316(b) . .. . . Thermostat controls for each zone per 2-5315(b) . , . 1400"Ventilation provided per 2-5316 and 2-5343 . . . . . , VHeaters for domestic hot water andfor pools per 2-5318 . Form Revised September 1986 Page -J of 10 Envelope Summary Form and Worksheet (Part 1 of 2) CF -2 auTTP, g: }HT.{ ,<,Ur5 For Enforcement Agency Use Only Project Title , U�lo'r I�aw�I�S1-81 Documentation Author/Firm Date Checked By Date Roof Exposed Floor Area/Soffits A B• C D A B C n Average R -value L�CJ J Average R -value Col B/ Col D Col B / Col D Glazing in Roof Surface Area Type North East I South West Horizontal Total (A0 U-vralsued Proposed' Total Exterior Wall Area A B C. D E F Form Revised September 1986 Surface Area . . North East South West Total ' Form Revised September 1986 Envelope Summary form and Worksheet (Pad2 of 2) CF -2 #�11?TC ee71*TY ForEnforoementAgency Use Only Project Title CAR-urkt KIuG a•ll•S1 Documentation Author/Firm ate Opaque Exterior Walls and Doors A B C D E F G H 1 J K Totals' L -,Z 447 .'011 1-L-b•y 1 I i I I s. v 1 Tor'. -1•`"1 I Total E41i 719 I Totap> F" •tom I Proposed Required WeightedAverage'R-Value V. Col F / Col I Col F / Col K ' - } Glazing in Walls A B C D E F G H 1 J K U -Value West SC Total SC Averages Col I / Col F Col J / Col E Col K / Col F Form Revised September 1986 Page r of 147 Weighted Averages U -Value West SC Total SC Averages Col I / Col F Col J / Col E Col K / Col F Form Revised September 1986 Page r of 147 Construction Assembly Form GF -3 fj UT-TrLp11j.(jY !_=1Jj7�. j'r,g4' $J For Enforoement Agency Use Only Project' i e Documentation Author/Firm Date Checked By Date , General Information 1 Assembly Type and•Number ............ . .. . .... ..... .....yUAt.� 1 2 Framing Type .......................................... VAI 3 Framing Size . . .......... ........................... 4 • Framing Spaang ................ ........... ...... .. _ l� inches 5 Insulation in Cavity ....... ... .. . ............ . �.�.. �i • I F-ft2-hr/Btu 6 Effective R -value of Cavity/Framing ........... F-ft2-hr/Btu SKetcn of Construction Assembly I List of Construction Components A B. C D E Wall' HC Description . We' ht R -value (IbJft Heat Col C x Col D (Btu/F4b) (Btu/F-sf) Z a i 2 _L 3 L 4 4• 1h � 6 7 SKetcn of Construction Assembly List of Construction Components A B. C D E Wall' HC Description . We' ht R -value (IbJft Heat Col C x Col D (Btu/F4b) (Btu/F-sf) 1 (X ri W D. ASP IN1 ri 0 2 Q. deo 3 L 4 4• 1h � 6 7 8 Total R -Value w/o films .. , .. , , .. , . �J Total HC 9 Inside surface air film ....... ....... Q 4:21110 Outside surface air tam ...... ........• 101 11 Total thermal resistance (RJ ....... .Ifn 4.1. 12 U -value (1 /line 1 t) ............... • Form Revised September 1986 Page 6 of Jr W" Construction' Assembly Compliance Form CF -3 $,LJTTE- LJPTY syl)t3 AJATic:44 For Enforoement Agency Use Only — Frolect Tale Documentation Au /Firm Date Checked By Date . General Information • 1 Assembly Type and Number ...... ......... .......... .I 2 Framing Type . . . . .... . ....... .. 3 Framing Size . ... ............ .......... ............ 4 Framing Spacing .. ...... ..... .... , inches 5 Insulation in Cavity . .................. ....: ............F-ft2-hr/Btu 6 Effective R -value of Cavity/Framing ..... F-ft2-hr/Btu Sketch of Construction Assembly List of Construction Components . A B C D E Wall Speafie HC We'�ght Heat Col C x Col D Description R -value (IbJft2) (Btu/F4b) (Btu/F-sf) 2 #9LT oto VZ If 4 Y s !p 66os L . 11011SR:7 g a �/All sip 8 Total R -Value w/o fans ... 7 . ....... Total HC 9 Inside surface air film . ............. 6 .10 Outside surface air film... ....... 0. 1-7 I t Total thermal resistance (Rd .. ...... . 2 S g 12 U -value (1 /-Line 1 t) . :. ........ 0. G r . Form Revised September 1986 Page of L5 Construction Assembly Compliance Form CF -3 $uTTE GoU�41Y <,V;_; A7 J For Enforcement Agency Use Only Project Title Documentation Author sm Date Checked By Date General Information 1 • Assembly Type and Number ............. . . .. ... .. .............. . . 2 Framing Type ............... . 3 Framing Sine ................. ....................... .. . 4 Framing Spacing ......... ..... inches 5 Insulation in Cavity . .... .......... ..................... �: F-ft2-ftdBtu 6 Effective R -value of Cavity/Framing ....... F-R2fidBtu t 4 �. A B C D E Was Spedfic HC Desaiptan We' ht •Heat Col C x Col D' R -value . (Ibfi .(BtuJF4b) (Btu/F-sf) 1 G�ri�IP�11k�:`I sl;It,., D. too 2I tJb �J4 3 4 2 x '�� AJC► s t� QI1zSPA� o . Oa. 6 • �yc2 L�.1�iJL , �b:o, 7 B 6 �Y 8 Total R -Value w/o films ..... • ... • ... • .. �2 •�✓ Tota! HC 9 Inside surface air film .............. (7 10' outside surface air film .............. (2 11 Total thermal resistance (Rd ...... .... (.J ; 12 U -value (1 / Line 11) .... ... ..... O. d Form Revised September 1986 page $ of Sketch of Construction Assembly . List of Construction Components A B C D E Was Spedfic HC Desaiptan We' ht •Heat Col C x Col D' R -value . (Ibfi .(BtuJF4b) (Btu/F-sf) 1 G�ri�IP�11k�:`I sl;It,., D. too 2I tJb �J4 3 4 2 x '�� AJC► s t� QI1zSPA� o . Oa. 6 • �yc2 L�.1�iJL , �b:o, 7 B 6 �Y 8 Total R -Value w/o films ..... • ... • ... • .. �2 •�✓ Tota! HC 9 Inside surface air film .............. (7 10' outside surface air film .............. (2 11 Total thermal resistance (Rd ...... .... (.J ; 12 U -value (1 / Line 11) .... ... ..... O. d Form Revised September 1986 page $ of HVAC Power Indices Summary Form and Worksheets CF-4 For Enforcement Agency Use Only roiect Tie Documentation Auftr/Firm pate Checked' By Date Summary Data 1 Conditioned Floor Area....... . . ... .. . . . . ... � ft2 2 Total Fan Watts During Peak Coding Conditions (from Worksheets below) ......... . . . . .. . 12 kilowatts 3 Fan Wattage Index (Line 2 x 1000 / Line 1) ...................... ... . . !3p Watts/ft2 4 Total HVAC System Energy During Peak Cooling Conditions (from Worksheets below) • • , , , �'� k8tu/hr 5 Cooling Power Index (Line 4 x 1000 / Line 1) . .. . .. . ............. . . . . . . . . . * Btu/hr-ft2 6 Total HVAC System Energy During Peak Heating Conditions (from Worksheets below) , , , . , , , . , , , Z.19'1 kBtWhr 7 Heating Power Index (line 6 x 1000 f Line 1)•, , , . , , , . , . , , . , , . ... .. •per( Btu/hr-ft2 Fan Energy A BC D E F G H I i Brake Horsepower Motor x Drive Efficiency Peak kilowatts Equipment. Conversion Number Mark Description Cooling Heating Cooing Heating Factor Fans Cooling Heating I b o.7as I Z 0.746 ,(p 0.746 0.746 0.746 0.746 0.746 0.746 0.746 Total kilowatts 2 Heating and Cooling Equipment A B C D E F r; u i Equipme Mark I . i . a ®�� a �• ���i ®All Fans From ®�M®®�Mlm r oai t t s�• �. J Total Form Revised September 1986. Page 'I of 10 ..Lighting. Summary. and Worksheet (Part i Of 2) CF-5 ? � C,,�� j.l r.� �I j ;�1�7�� ' For Enforcement Agency Use Only Prof t Title V-w.204 .4AWV=INS a.I1��'1 Documentation Author/Firm Date Checked By Date Proposed Adjusted LPD Tailored LPD Approach (when applicable) 1 Total Budding Watts (CF-5) ......: `Watts 1 watts for IC: A - DIE (WS-SC) ..... . Watts 2 Control Credit Watts (WS-58) ...... .. Watts 2 Task Watts for IC: E 6 F (WS-5D) .... . Watts 3 Adjusted Watts (Line 1 - Line 2) ....... rrgO Watts 3 Non-Task Watts for 1C: E & F (WS-5D) ... Watts 4 Conditioned Floor Area ........ , 44*f�v n2 4 Task Watts for IC: G, H a 1(WS-5E) .... Watts 5 Adjusted LPD (Line 3 /Line 4) ...... 1.4 Wattw 5 Non-Task Watts for IC: G. H a 1(WSSE) .. Watts , 6 RetatUVifbolesale Store Lighting (WS-5F) .. Watts 7 Total Allowed Watts (Ones 1.6) ...... Watts { 8 'Conditioned Floor Area ........ ft2 ; I 9 Maramum LPD (Line 7 / Line 8) ..... Wetts/ft2 i Whole Building LPD Luminaire Schedule A B C D E F Building Total 590 Form Revised September 1986 Page L of 1,01 -I Building Total 590 Form Revised September 1986 Page L of 1,01 GENERAL NOTES 1. All work on this project shall conform'to the adopted editions of the UBC, UMC, NEC .and any other applicable County and /or City codes and ordinances. 2. Adjustments to any' part of these plans. ' shall be approved by the Architect. 3. Written dimensions are to be used; do not. scale the plans. 4.. Specific information. on the Drawing differing from these notes shall apply. 5. 'The Contractor shall verify site conditions and their correlations with the drawings, and shall notify the Architect of any inconsistencies or discrepancies prior to the beginning of construction. 6. In the event certain features of the construction are not fully shown on the Drawings or called for in the notes., then their construction shall be of the same character as for similar conditions that. are shown or 'called for and shall be approved b'y the Architect. 7. The Drawings represent the finished structure. Unless otherwise indicated, they do not indicate the method of construction. The Contractor shall provide all measures necessary to protect the structure, workmen, and other 'persons during construction. Such measures shall include,•but not be limited to, bracing, shoring for construction equipment, shoring for the- building, forms, and scaffolding. HANDICAPPED NOTES ., 1. Exterior doors to have maximum 1/2 -inch ' threshold. 2. All hand activated doors. in the path of travel to have hardware providing passage with out requiring the ability to grasp the hardware. 3. Maximum effort to operate doors shall not exceed 8 1/2 lbs: for exterior -.doors and 5 lbs. for interior doors. 4. Hand.operated door opening hardware shall ' be centered between 30 -inch .and 44 -inch above the floor: 1 SPECIFICATIONS 1. .Demolition. A.- Remove existing trees, stumps, shrubs, concrete work ect. as shown on the drawings and as required for the execution of this contract. 2. Earthwork. A. Prior to any work contractor shall determine and locate for removal any and all underground utilities ect. B. Remove top 6 -inches of soil at building areas which contain vegetation, debris, and separate usable soil material from debris for backfill around exterior of building. 3. Site Improvements. A. Provide 70 sq: -inch metal sign with reflectorized blue handicap symbol mounted 80 -inches to bottom of 'sign .from finish grade at. -handicap parking stall. B. Provide a .22 -inch by 17 -inch sign with 1 -inch high letters .reading "UNAUTHORIZED VEHICLES PARKING AT HANDICAP STALL AND NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATE ISSUED FOR HANDICAPPED PERSONS MAY BE TOWED AWAY AT O.WNERS EXPENSE. TOWED VEHICLES MAY BE CLAIMED BY TELEPHONING C. .Paint For.Stripping: to be TNEMEL CO. Traffic Paint. 52 white,.'and blue at handicap symbol or approved equal. D. Sign pole. to be 1 -1/2 -inch hot dip galv. pipe set. in 12 -inch dia. conc. footing. E. Asphalt Concrete: to be type 'B', 3%8 -inch maximum'. aggregate and shall conform to provisions of section 39 of the Calf. Standard Specifications. A.C. paving to be 2 -inch thick over.4-inch gravel base and sealed with fog spray seal .coat in accordance with Division of Highways Standard Specification section. 37, include enough sand to make an effective binder. 2 4. Products. A. Exterior Siding And Trim: Rswn., kiln _dried, cedar,.clear vertical grain, B and better free of sapwood. Nail with stainless steel or aluminum nails. B. Plastic Laminate: shall be general. purpose Formica brand laminate (style D, type I, class I) at all countertops and - splashes, laminate plastic countertops .shall conform..to'the requirements of section 16 of the Manual of Millwork of the W.I.C. C. Casework,. Upper Cabinets, Base Cabinets: - .WIC designs. Flush overlay type construction, custom grade. All four edges of.doors, the edges of drawers And all shelves shall be banded, cabinet face to be. stain grade birch w/ stain grade plywood interiors. D. Exterior Of Building: to be wrapped with 'Tyvek' building paper... E: Roofing: to be Johns -Manville Fireking III, Sq. tab butt,. seal=o-uratic, 5 inch exposure, class A fire rated with 25 year life expectancy and a 25'year limited warranty. Color to be selected by architect. Apply over one layer Johns-I•iansville No. 15 asphalt - saturated felt underlayment. Fasten with gals. or alum. 11 or 12 ga. barbed shank, 3/8 -inch head, sharp point conventional nails, of sufficient length to penetrate. 3/4 -inch into solid decking or thru plywood sheathing. F. Insulation Material: to be Owens- Corning Fiberglass batts, kraft faced. 1. At exterior. -and interior 2x4 wood stud walls: 3 -I./2 -inch R-11. 2. At ceilings with -out attic space: 7-1/2-4nch.R-26. 3. At ceilings with attic spice: 9 -inch R-30. 4. Vapor barrier under slab to be 6 mil PVC sheet. 3 G. Sheet Metal. Work: standard brand of commercial quality steel complying with "Specification f-or zinc-coated • (galv..) carbon steel sheet of commercial quality" ASTM A526 and "Specification for delivery of zinc-coated (gale.) iron or steel sheets, coils. and cut lengths coated by the Hot-dip method, "ASTM A 525, minimum 26 GA., no: 4 finish. H. Caulkings And Sealants: silicone base Dow-Corning 780 silicone rubber sealant, color to match adjacent surface to which it is applied. I. Wood Doors: to be 1-3/4 inch thick particle board cores, cross banded and veneered with stain grade birch plywood, .doors by Weyerhauser and guaranteed against warping or shrinking. J. ..Door Jambs And Casings: to be paint grade solid wood. K. Windows: Aluminum windows to be Mercer 1.1.8 series with 5/8-inch insulated glass and bronze anodized finish, all-glazing to be set in flexible polyvinyl chloride weatherstripping material. 6 L. Finish Hardware: 1. Locksets: Corbin lever handle locksets.. All lock shall be keyed to. match. existing'county locks (all keying to be done by .the lockmanufacturer). 2. Butts: Stanley 4-1/2-inch by 4-1/27inch butts. 3: Strikes: Hardware supplier'to supply universal strikes unless otherwise noted. 4. Door .Closers: LCN closers mounted for.. 180 degree swing wherever possible. Maximum operating pressure shall be 8.5 lbs. for exterior doors and 5 lbs. for interior doors.. 5. Doorstops: Builders Brass 6. Threshold And Weatherstrippings: Pemko 4 Finish Hardware Groups Hardware Group #1 (Exterior Doors) 1-1/2 pairbutts FBB 191 4-1/2 x 4-1/2 1 each lockset 9500 1 -each closer 4041 EDA 1 each wall stop WC9 1 each threshold 200B 1 each weatherstripping 315DR Hardware Group #2 (passage door between report room and meeting room.) . 1-1/2 pair butts FBB 179 4-1/2 x 4-1/2 1 each lockset 751 1 each wallstop WC9 Hardware Group #3 (privacy door @ toilet) 1-1/2 pairbutts FBB 179.4-1/2 x 4-1/2 1 each privacy 720 1` each closer .4041 EDA 1.ea.ch wall stop WC9 Hardware Group #4 (door @ storage room) 1 1/2 pairbutts FBB 179 4-1/2 x.4-1/2 1 each lockset 757 1 each wallstop WC9 Miscellaneous Hardware shelf brackets(K&V) 233 BR supports & 237 clips drawer glides (K&V) 1700 cabinet hinges 1588. / US10D cabinet latches SP41 & SP45 cabinet pulls 4483 / US10D M. Gypsum Drywall: U.S.. Gypsum Company - drywall panels (see plan for size). Nails shall be dry -tight acid-et'ched.or GWD-54 annular ringed nails, tape all joints, texture compound shall be U.S. Gypsum Company.'. Finish shall be prepared for paint finish with PVA sealer and spray texture (light finish).. N.,. Resilient Flooring: Sheet Vinyl shall be .085-inch.thick vinyl. Montina pattern, as manufactured by Armstrong Cork -Company. (All adhesives shall be only, those recommended by the manufacturer of -the res-ilient flooring.) Cove vinyl up wall 6 -inch min. and cap with metal edge. 5 i 0. Carpet Flooring: Carpet shall be 'Wellco'Business Carpet' Forum. design with tufted level loop, 1/8 -inch gauge, 9 stitches per inch, 28 oz. face wt. per sq. yd., standard action back and 300 percent.cont. filament nylon with static control. Base to be 4- .inch toeless �. topset rubber as manufactured by Burke Rubber Co. P: Painting: Paint and Stain to be as manufactured by '.Dunn -Edwards'. All gypsum board to receive one coat PVA sealer and .2 coats acrylic. latex (use Alkyd Enamel @ toilet room). All exterior wood to receive two coats semi transparent oil stain to -match existing building. (back prime) Q. Toilet And Bath Accessories: as manufactured by 'Bobrick.' 1. Mirror: B290-2436 2. Toilet Tissue Paper Holder. B685 3. Concealed Mounted Grab Bar 1 -1/2 -inch B-6206 x 42 -inch and B6206 x 36 -inch R. Firefighting. Equipment.: Fire Extinguisher to be 'Cosmic' 10E 4A-60BC UL -rated with 'Mark' -wall bracket.#MB808 S. Window Treatment: Window. Blinds to be 'Levolor', Riviera style 1 -inch wide . horizontal slats. Blinds to be at all . _exterior windows, except clerestory. T. Plumbing: All plumbing fixtures to.. be ''American Standard' unless noted otherwise. 1. Watercloset: No.- 2109-405 supply with water saving trim and stop. 'BenekeNo. 527 solid plastic seat'an'd L-506 lift blocks. 2. Lavatory: No. 0355.012.'vitreous china,. with -wall hangers. Cast brass adj. P- •trap, loose key supplies, 2103.886 supply fitting with flow restrictor, aerator,' perforated grid drain, and 4" brass wrist handles. 3. Sink: No. 7020.027 flat rim sink, enameled cast iron, 18- inch by 12- inch,with..stainless steel mounting ring, cast brass adj. P -trap, waste fittings, No. .4200.028 single lever supply fitting with swing. spout, 6 aerator, flow*. restrictor, No. 4320.024 S..S. cup strainer and tail piece, loose key supplies. 4. Water heater to.be, 'A.O: Smith' No. DSE-56 gal. elect. U.L. listed. • W.H. to be complete with insulated jacket, .drain,. rated pressure/temp. .valve, anode rod, 150 PSI working �. pressure. U. Mechanical Equipment: 1. Exhaust fan. Broan size for 4 completer. air changes per hour.' Provide backdraft damper. 2. HVAC unit to be 'Lennox' GS15Q 3X-40 series for L.P.G. stowaway horizontal gas furnace and HS18-141 CH16-21FF series power saving condensing unit. Equipment to be sized by mech- contractor and include all accessories required for a complete, quite installation. 3. Registers to be 'Titus' with volume dampers. V. Electrical: 1. Recessed lights- Halo HI -16 regressed drop opal 100 W. 4 required. 2. Surface mtd. •lights- Halo H2542 Fluor. 20W, 2 required. 3.- Suspended lights-- Halo H2240 14 -inch dia. slot. shaded pendant. 150W, 1 . i required.. .4.: Wall mtd: exterior light- Halo.H2414 opal lexan vandel proof. 60W, 1 required. 5. Exterior site light. Match existing ,site lights and poles. High .pressare sodium, 1 required. 7 CONCRETE 1._ Concrete shall have.a minimum compressive strength at 28 days and maximum slump-of: STRENGTH SLUMP Foundations and•slabs..2,000 PSI....4" 2. Construction joints shall be preparred to expose clean, solidly embedded aggregate over the entire joint interface. 3. Placement of pipes, conduits or other. embedded items in the concrete shall be in accordance with these Drawings. REINFORCING STEEL 1.' Reinforcing bars shall conform to ASTM •A615, and -be grade 40 except as noted. In addition, bars to be welded shall conform to AST14 A706. 2.. Welded steel wire fabric shall conform to the requirements of ASTM A185. 3. Bends in reinforcing shall be in accordance with ACI 318-83. = 4. All diriensions shown for locations of reinforcing steel are to face of bar and . denote clear coverage. Unless specifically noted otherwise, concrete coverage shall be 3-inches where concrete is placed directly against the ground and 2-inches.where concrete is exposed'to the ground but i•s against forms. Slabs on-,' ground shall have reinforcing at mid= depth unless, otherwise.no-te.d. 5. Splices .in continuous reinforcing'shall have lap -of 40 bar diameters minimum in concr.ete'construction except where shown otherwise. Horizontal laps in adjacent ,bars shall be staggered 5-feet-0-inch minimum. Vert ical. bars shall be one piece full height. 8 CARPENTRY 1. Structural framing shall:be Douglas Fir. of the grades indicated or better (WWPA grading 'rules). Set all Horizontal members with crown side up. 2 x joists and rafters .......... NO. 2 & Btr.' Post ............................NO. 1 Studs, sills and plates ......... NO..2 & Btr. Sills on concrete... Pressure treated D.F. or RDWD (UBC STD. 25-12). Misc. framing not noted......... NO. 2 2. Plywood shall be of the designated grade and shall meet the requirements of the U.S. product standard PS 1-74. 3. Nails at plywood panels shall have 3/8 - inch edge distance and nail heads shall not penetrate face ply. 4... Plywood panels shall butt centerline of single supporting member with edge nailing from each panel into that member. 5.. No piece of plywood roof, floor or'wall sheathing shall be less than 12 -inches in least dimension. 6. Wood sills.for bearing and sheathed walls bearing on masonry or concrete shall be bolted with 1/2 -inch diameter bolts at 6- feet=0-inch maximum spacing.and within 9 - inches of end of each piece. Each piece shall receive at least two bolts. 7. Bolt holes in wood or steel shall be. 1/16. -inch larger than bolts. 8. All nuts shall be' tightened when placed and retightened prior to application of finish or at completion of job. 9. Standard cut washers. shall_ be provided under the heads and nuts of all bolts bearing.on wood. 10. Framing hardware shall be Simpson Strong - Tie specified in catalog NO> 87-H1. Install connectors with nails and/or bolts.as indicated 'in the catalog. 11. Wall blocking, 2x in of.stud, shall be provided at floor, ceiling and roof lines and so that unbraced length of stud does not exceed 10 -feet -o -inches. 12. Wall top plates shall have joints at a stud centerline,. Lap Plates @ corners and intersections; double top plates shall have 4 -foot -0 -inch, lap min. w/ 2-16d nails each side of each splice. 9 13. Wood structural members shall not be drilled or notched except as shown or as approved by the Architect. 14.'. -Nails for structural connections shall be common wire nails unless specified otherwise. 15. Nail holes shall have a pilot hole where necessary.to prevent splitting of wood. NAILING SCHEDULE Except, as -noted on Drawings, nailing shall be as specified: Joists or rafters to sides of studs: Eight.(8) inch joists or less . .3-10d For each additional four (4) inches in depth.. . . . . . . . .1-16d Joists or rafters at all bearings: Toe nail each'side. . . . . .2-10d 'Ceiling -Joists: Laps over partitions, face nail .3-16d To.parallel rafters, face nail .3-16d Blocking between joists or rafters: To joist or rafters., toe nail each side, each end . . . . .2-10d To joist or rafter bearings, toe nail each side..2-10d Blocking between .studs, each end• 'toe nails . . ... . . . . . . . .2-10d or'end nails. . . . . . . . . . .2-16d Bridging to.joist,'toe na.il each end . . ' . . . . . 2-8d Sill plate to.joist or blocking, 'face nail . . . ... . .`16d @ 16" O.C. Top plate to stud, end nail ..2-16d Stud to'sill plate.' toe nail. 4-8d Doubled studs, face nail. 16d @ 24".o.c. Top plates laps., face nail . 20-10d '.Double top plates, face,_ hail .16d @. 16" 6.c. . Built-up corner studs. .,.•16d @ 24" o.c. Ribbons to studs: One (1) inch ribbons . . . . .2-8d Two (2) inch ribbons 2-16d Continuous header, two pieces, each face .16d @ 16" o.c. Continuous header, to stud, toe nail ... . . . . . . . . . . . . 4-8d 1" x'8" sheathing or less to each. bearing face nail. . . . . .2-8d 10 - CHIEF ADMINISTRATIVE OFFICE COUNTY OF BUTTE BUTlF 25 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3380. (916) 538-7631 o • e e o e coUIK4 MARTIN J. NICHOLS CHIEF ADMINISTRATIVE OFFICER i October 10, 1988 MEMBERS OF THE BOARD: HASKEL A. MONTURF JANE DOLAN KAREN VERCRUSE ED McLAUGHLIN LEN FULTON To: Len Fulton, Supervisor From: Mike.Pyeatt,.Deputy Administrative Officer Subject: Paradise Pines Substation The building is substantially complete and is waiting a final inspection 'from. -the' Building. Inspection Department. Following that, and before the county accepts the building, we have to meet with the contractor.to resolve outstanding issues. In this regard, Jim Glander and George Kuntze 'accompanied me to the building wherein the attached tentative punch list was developed. This is being submitted for .your information only at this time. Until these issues are resolved to the best of our satisfaction, it is our recommendation that the building not be accepted or occupied. We do not anticipate any extended delays, however. MP•nd Enclosure: cc:„Leroy Wood, Sheriff -Coroner` tive Officer � !1 PARADISE PINES SHERIFF SUBSTATION TENTATIVE PUNCH MIST October 5, 1988 ,r Buildina'Exterior and Grounds 1. Specifications call for vertical grain siding (see special conditions, page 28, paragraph 6A). Some of the siding is slash grain. 2. Special conditions, page 34, paragraph 9E states that no piece of roof plywood shall be less than 12" in least dimension. (See roof on firehouse side.) 3. The rain diverter is not on an angle to divert water to the gutter as shown on the plans. 4 . The plans call for ten foot maximum expansion joints on the concrete sidewalk. There is only one expansion joint, the others are sawed joints. 5. There is no handicap sign and post as stated in special conditions, page 28, paragraph 5B and 5D. 6. The face plate to the telephone service box is not flush with the building. 7. Concrete needs to be placed over the conduit in the open trench between the buildings. S. The barge rafter at the rear of the building is spliced. Looks bad. 9. There is exposed end grain on the roof plywood at the front and back of the building. 10. The grounds area needs to -be graded:' 11. What can be done to improve the appearance of the wall porch post base? 12. The openings by the HVAC condensor unit need to be sealed. 13. Why is there -a gravel seal on the roof? 14. Is there supposed to be a lens cover on the outside light? 15. There appears to be exposed -wiring on.the-outside light. 16. "DEPT" lettering is not level. 17. Porch light should be on photocell. (See plans.) Building Interior 1. ,screws in the threshold plate entering the meeting room are "not flush. 2.; One of the screws in the threshold plate entering the report room is not a Phillips head screw. 3. The door entering the report room is scratched and has nail holes. 4. The door between the report room and meeting room: a. Does not fit.properly. b. The door hardware is not flush with'the door. c. The door is out of plumb. 5. Toilet door hardware is not flush. 6. Door hardware into storage area is not flush. 7. The upper cabinet doors in the sink area are not plumb. 8. The outlet face plates in the offices have gaps and they are not flush with the walls. 9. The wall finish around the door jam inside of the storage area does not match the wall finish. 10. The light switch in the toilet area is reversed. 11. Linoleum mastic is.on the walls of. the toilet area. 12. There is paint slop on the window frames. 13. The windows need _washing. 14. The tags on.the clerestory windows need to be removed and the windows need to be cleaned. 15. There are no cabinet shelf clips. (see special conditions, page 30, paragraph L,(7). 16. No fire extinguisher. 17. Check to see if all wall stops are mounted.-- C�'_.'HIEF ADMINISTRATIVE OFFICE "•" COUNTY OF BUTTE 0�lTTE. 25 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3380 - (916) 536-7631 O O O O O O O O O O �oUlt MARTIN J. NICHOLS CHIEF ADMINISTRATIVE OFFICER October 25, 1988 To: Jim Glander,'Chief Building Inspector From: Mike Pyeatt; Deputy Administrative Officer MEMBERS OF THE BOARD: HASKEL A. McINTURF JANE DOLAN KAREN VERCRUSE ED McLAUGH LIN LEN FULTON Subject: Paradise Pines Sheriff Substation (Permit No. 829-88) On October 20, 1988 George Kuntze and I met with Bob Becker to discuss the various items on my October 5, 1988 punch list. At that meeting Bob Becker presented the correction notice(s) and we discussed them briefly. As I told Bob, I am not getting involved in this matter since it is a building inspection issue. However, he did offer comments which I feel you should be advised of. Right Hand Notice 1. Both Bob Becker and Bob Jeffords indicated that the conduit at the top of the pole was sealed to preclude water from entering. Insofar as -protecting the Romex at the top of the pole for the light. and siren, they feel this is not part of the building code and that there would be extra cost to the county in order to provide additional protection. 2. Handicap parking signs have been installed. 3. Becker believes that he has provided an approved set of plans to complete the inspection as it is those plans the building inspector used to come up with the ten items on the left hand side of the page. Left Hand Parte 1. . Becker believes that verifying the slope of the walkway is the county building inspection responsibility; however, he says it is 1" in 151. 2. You and.I have discussed this, but Becker comments the building plans do not call for smooth, hard, nonabsorbent surface to 41. Jim Glander -2- October 25, 1988 3. No one seems to know what this item means. 4. "Has been corrected. 5. Has been corrected. 6. Becker questions whether this is required by the code; however, he feels this is a design problem not a contractor's problem. 7. Bob Becker gave the energy compliance certificate to - George Kuntze, a copy of which is attached. 8. This item is not on the plans and even George Kuntze feels a person cannot possibly be locked in the building with the,type of hardware that is provided. 9. This item is not on the plans. Bob Becker and Bob Jeffords question whether or not it is a code requirement. Becker states that it is a $60 to $70 job on a 6 -gallon water heater and it is not cost effective. He believes it will be a 10-15 year cost recovery. 10. Becker says a ladder was provided for your inspector to inspect the attic. (� M• d , yi t Deputy Administrative Officer Enclosures: cc: George Kuntze, Building and Grounds Superintendent N�- --GG"TY 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 T NO. i . . A routine Inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. ��L�bc, ERt� c t oma( F F L WA T13 P LL,%LN,11) All 1\1 cAQ?trr� (ZC-'lot 2EnV1 "T -S �i s..1Ar:_S Imo/ Rlz.sc (z.o�n.. MlnS•t C•,�(�2� �� J,, .(3.C. 510-� �;v�•�otN �� n v- ,t22 Gc c►a•JS `�' l t' �2 �AT�C� 10 'll-z3c� A.,/D r 1.1 n A -1:: A '1' A /t2 C o-vL ? 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I - * , , . . . . -_-, --- [ - , . . . . , , , � - �_ - . . T .� - � z < r-, ,� 11 tj L Ll SPECIFYCATIONS FOR ADDITION TO BUTTE COUNTY SHERIFF SUBSTATION 14116 SKYWAY MAGALIA, CALIFORNIA BID NO.. j PREPARED BY: PHL ARCHITECTURE + PLANNING + ENGINEERING 2059 FOREST AVE, SUITE 6, CHICO CALIFORNIA 95954 VOICE 916-892-8008 FAX 916-892-0393 E-MAIL aecgou�a?aol.com JUNE 6, 1997 BID NO. BUTTE COUNTY ADDITION TO SHERIFF SUBSTATION 14116 SKYWAY MAGALIA, CALIFORNIA_ SPECIFICATION INDEX PAGES INDEX _ 1 NOTICE TO CONTRACTORS 2 INSTRUCTIONS TO BIDDERS 3 SCOPE OF BIDS 2 BID BOND 1 BID FORM 3 PERFORMANCE BOND 2 LABOR & MATERIAL BOND 2 AGREEMENT 5 GENERAL CONDITIONS 17 SUPPLEMENTARY GENERAL CONDITIONS 7 NOTICE TO PROCEED 1 CERTIFICATE OF COUNSEL 1 GUARANTEE 1 CERTIFICATE OF INSURANCE 2 WORKER'S COMPENSATION/EMPLOYERS-LIABILITY ENDORSEMENT 1 GENERAL LIABILITY ENDORSEMENT 3 AUTOMOBILE .LIABILITY ENDORSEMENT 3 DETAILED SPECIFICATIONS 141 TOTAL 198 ' NOTICE IS HEREBY given that sealed bids will be received by the Board of Supervisors of the County of Butte in the office of the County Purchasing Agent, 25 County Center Drive, Oroville, California up to 2:30 p.m. on ,1997 for the famishing of all labor, material, ' equipment, transportation, services. and expertise required and/or necessary for the REMODELING OF BUTTE COUNTY ELECTIONS/RECORDERS OFFICE. Each bid shall be submitted in accordance with the DETAILED SPECIFICATIONS and other Contract Documents as required in the body of this bid document. Any. questions may be directed to Richard ' Prater, Facilities Manager, 538-7407. WAGE RATES Bids shall be made in accordance with the prevailing hourly rate of per diem wages for this locality and project as determined by the Director of Industrial Relations pursuant to Labor Code 1770 et. seq., a copy of which is on file with the BUTTE COUNTY PURCHASING DEPARTMENT in accordance with the provisions of Labor Code 1773.2,and is hereby made a part of this notice by ' reference as though fully set forth herein. If the project requires the employment of works in any apprenticeable craft or trade, once awarded, the contractor or subcontractors must apply to the joint apprenticeship council unless already covered by local apprentice standards (Labor Code 1777.5). ' BIDDERQ UALIFICATIONS Bidder must be currently licensed in the State of California for the work to be performed and have completed at least two or projects of similar size, scope, cost and complexity within the last five years and shall submit, simultaneously, with proposal, a qualification statement addressing these ' qualifications together with contractors' technical ability, expertise and financial responsibility required to complete the work. CONTRACT FORMS Each bid shall be made out on the form contained in the specifications. A cashier's check or Bidder's Bond in the amount of ten percent (10%) of the amount of the bid amount shall be submitted with the bid as evidence of good faith that the Bidder, if successful, will enter into a contract satisfactory to the Owner. The successful bidder, in addition thereto, will furnish J ' Bid No. NOTICE TO VENDOR " Addition , ' Sheriff Substation BUTTE COUNTY Magalia, California ' NOTICE IS HEREBY given that sealed bids will be received by the Board of Supervisors of the County of Butte in the office of the County Purchasing Agent, 25 County Center Drive, Oroville, California up to 2:30 p.m. on ,1997 for the famishing of all labor, material, ' equipment, transportation, services. and expertise required and/or necessary for the REMODELING OF BUTTE COUNTY ELECTIONS/RECORDERS OFFICE. Each bid shall be submitted in accordance with the DETAILED SPECIFICATIONS and other Contract Documents as required in the body of this bid document. Any. questions may be directed to Richard ' Prater, Facilities Manager, 538-7407. WAGE RATES Bids shall be made in accordance with the prevailing hourly rate of per diem wages for this locality and project as determined by the Director of Industrial Relations pursuant to Labor Code 1770 et. seq., a copy of which is on file with the BUTTE COUNTY PURCHASING DEPARTMENT in accordance with the provisions of Labor Code 1773.2,and is hereby made a part of this notice by ' reference as though fully set forth herein. If the project requires the employment of works in any apprenticeable craft or trade, once awarded, the contractor or subcontractors must apply to the joint apprenticeship council unless already covered by local apprentice standards (Labor Code 1777.5). ' BIDDERQ UALIFICATIONS Bidder must be currently licensed in the State of California for the work to be performed and have completed at least two or projects of similar size, scope, cost and complexity within the last five years and shall submit, simultaneously, with proposal, a qualification statement addressing these ' qualifications together with contractors' technical ability, expertise and financial responsibility required to complete the work. CONTRACT FORMS Each bid shall be made out on the form contained in the specifications. A cashier's check or Bidder's Bond in the amount of ten percent (10%) of the amount of the bid amount shall be submitted with the bid as evidence of good faith that the Bidder, if successful, will enter into a contract satisfactory to the Owner. The successful bidder, in addition thereto, will furnish ' Surety Bonds in the amount of one hundred percent (100%) of the bid covering labor and materials, and one hundred percent (100%) ' of the bid covering faithful performance. AWARD / REJECTION ' The Board of Supervisors of the County of Butte reserves the right to reject any or all bids or alternate bids deemed not advantageous to the County of Butte, and to waive any informality in any bid received. The award, if made, will be executed within forty-five(45) calendar days after receipt of bids. ISUBSTITUTION OF SECURITIES FOR MONEYS WITHHELD ' The Contractor, at his request and expense, may elect to receive one hundred percent (100%) of payments due under the contract, without retention of any portion of the payment by the public agency, by depositing securities of equivalent value with the public agency in accordance with the provisions of Section 4590 of the Government Code. Such securities, if deposited by the Contractor, shall be valued by the Public agency's Finance Director(Treasurer), whose decision on valuation of the securities shall be final. ' DATED THIS DAY OF ,1997 COUNTY OF BUTTE, STATE OF CALIFORNIA By: Mike Pyeatt General Services Director Is ' B. INSTRUCTIONS TO BIDDERS ' 1. QUALIFICATION OF BIDDERS ' A. The bidder may be required to furnish evidence C. satisfactory to the Owner that he has sufficient means and has, had sufficient experience in the class of work called for to enable him to complete the contract in a satisfactory manner. ' B. A corporation which is awarded the contract will be required to furnish a certificate of its corporate I existence and evidence that the officer signing the contract is duly authorized to do so. ' 2. PROPOSALS returned to bidder unopened. D. Before submitting a bid, bidders shall carefully read the Bids, to be entitled to consideration, must be made in ' accordance with the following instructions: ' A. Bids must be submitted on the Bid Form provided by Butte inform themselves as to all existing conditions and County, which must be properly and fully filled out. The ' ' signature of all persons signing shall be in longhand. The completed form shall be without interlineation, the cost of all items included in the contract. 3. WITHDRAWAL OF BID ' alterations or erasures. ' B. Bids shall not contain any recapitulation of the work to be done. Alternative proposals.will not be considered, unless called for. No oral, telegraphic or telephonic ' .proposals or modifications will be considered. C. Bids shall be delivered to the.person, at the address stated, on or before the day and hour set for the opening of bids, which bids shall be enclosed in sealed envelope accompanied with a list of subcontractors, and bearing the title of the work and name of bidder. It is solely the responsibility of the bidder to see that his bid is received in proper time. Any bid received after the scheduled closing' time for receipt of bids shall be ' returned to bidder unopened. D. Before submitting a bid, bidders shall carefully read the specifications and the forms of the other contract ' documents; shall visit the site of the work, shall full inform themselves as to all existing conditions and limitations, and shall include in the bid a sum to cover ' the cost of all items included in the contract. 3. WITHDRAWAL OF BID ' Any bidder may withdraw his bid, either personally, or by Instructions To Bidders Page 1 ' telegraphic or written request, at any time prior to the scheduled closing time for receipt of bids. t4. AGREEMENT AND BONDS The form of Agreement which the successful bidder, as ' Contractor', will be required to execute, the forms of bonds which he will be required to furnish, are included in the Contract documents and should be carefully examined by the ' bidder. 5. INTERPRETATION OF DRAWINGS ND DOCUMENTS ' Should a bidder find discrepancies in, or omissions from the drawings or documents, or should he be in doubt as to their meaning, he should at once notify the Butte county Purchasing ' - Department, who will send a written instruction to all bidders. Owner will not be responsible for oral instructions. . BULLETINS Any bulletins issued during the time of bidding, or forming a ' part of the documents, loaned to the bidder for the preparation of his bid, shall be covered in the bid and shall be made a part of the Contract., ' 7. AWARD OR REJECT OF BIDS The Owner reserves the right to reject any or all bids, and to waive any informality in -bids received. The award, if made, ' will be made within forty-five (45) days after the opening of bids. 8. LEGAL ADDRESS OF BIDD.RS Bidders shall furnish Butte County their legal business ' address and communication directed to the address given and deposited in the Post Office shall constitute a legal service thereof upon the bidder. ' 9• BONDS Bonds shall be secured from a surety company satisfactory to ' the Owner, as follows: A. LABOR AND MATERIAL BOND: Contractor agrees to furnish a ' Labor and Material Bond with sufficient sureties for the protection of persons furnishing material or labor in connection with the performance of the work. The penal sum of said Bond will be in the amount of Fifty Percent ' (50%) of the contract price. Instructions To Bidders ' Page 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 B. FAITHFUL PERFORMANCE BOND: Contractor agrees to furnish a Faithful Performance Bond with good and sufficient sureties. The penal sum of said Bond will be in the amount of One Hundred Percent (100%) of the contract price. 10. PERMITS The Contractor shall obtain all permits necessary for the completion of the work. 11. EXISTING PLANS Plans of the existing building are on file in the office of the Buildings and Grounds Department; they can be examined by the Contractor and used as an aid in preparing his bid. Instructions To Bidders Page 3 v - C� F, F1 �I J BUTTE COUNTY REMODELING OF ELECTIONS -RECORDER OFFICE DETAILED SCOPE OF WORK AND SPECIFICATIONS BID NO.120-97 SCOPE OF BIDS 1. GENERAL A This work is subject to the General Conditions, Supplementary General Conditions, and Special Conditions preceding the Specifications and the CONTRACTOR shall be responsible for and governed by all requirements thereunder. 2. . WORK INCLUDED A. The work required to be performed by the CONTRACTOR consists of the addition to the existing Sheriff substation building located at 14116 Skyway, Magalia, CA., comprising approximately 1,200 square feet. The work shall be done in conformance with the Plans and specifications hereafter identified, including furnishing of all labor, materials, tools, equipment, and services necessary therefore and incidental to, complete and ready for occupancy except as may otherwise be specified. 3. PROJECT PLANS A The Plans for the project shall be the following, except that, during the work such design and/or shop drawings and submittal as required by the Specifications or drawings approved for use on the project shall become part of the construction documents and submitted to the County representative. Sheet Designation Description 0.1 COVER SHEET 1.0 ARCHITECTURAL SITE PLAN 1.1 GRADING PLAN ( BY ROLLS ANDERSON ROOLS) 2.0 ARCHITECTURAL FLOOR PLAN FINISH SCHEDULE 2.1 EXTERIOR ELEVATIONS 3.0 FOUNDATION PLAN 4.0 CONSTRUCTION FRAMING PLAN 5.0 SECTIONS / ROOF PLAN 6.0 DETAILS 7.0 SCHEMATIC PLUMBING 8.0 SCHEMATIC MECHANICAL 9.0 SCHEMATIC ELECTRICAL POWER/LIGHTING GN -1 GENERAL NOTES GN -2 GENERAL NOTES SCOPE OF BIDS PAGE TWO B. Plans are available from the Butte County Purchasing Office at 25 County Center Drive, Oroville. Telephone number (916) 538-7261. Office hours are 7:30 a.m. to 5:00 p.m. Monday through Thursday. 4. 3COPEOFWORK A Base Bid shall include all work indicated on the drawings and specified in these Spectifcations. i 1 1 11 i BIDDERS BOND To Accompany Bid Form (Not necessary if cash or certified check is with Bid) KNOW ALL PERSONS BY THESE PRESENTS: That we, , as principal and as surety, are held and firmly bound unto: Board of Supervisors County of Butte 25 County Center Drive Oroville, California 95965 in the sum of (10%) of Bid amount) Dollars ($_ ) to be paid to said Owner for which sum, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH: That if the certain proposal, hereunto annexed,to: n 1 Bid No. ADDITION TO BUTTE COUNTY SHERIFF SUBSTATION 14116 SKYWAY MAGALIA, CA 95954 and is accepted by the Owner and if the above bounden principal, heirs, executors, administrators, successors and assigns shall duly enter into and execute and deliver the two bonds required by law, within ten calendar days from the date of the mailing of the notice from the Owner to the above bounden principal, according to the address given in said proposal, that said contract is ready for execution, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, We have hereunto set out hands and seals this day of 1997. ATTACH CERTIFICATE OF NOTARIZATION (Seal) (Seal) (Seal) (Seal) BID FORM BID NO. ' Bids will be received until 2:30 p.m. on 1997 at the office of the Purchasing Agent of Butte County, 25 County Center Drive, Oroville, California 95965. ' TO THE HONORABLE BOARD OF SUPERVISORS BUTTE COUNTY ADMINISTRATION BUILDING OROVILLE, CALIFORNIA 95965 ' Gentlemen: The undersigned as bidder, declares that the only persons or parties interested in this proposal as principals are those herein; that this proposal is made without collusion- with any other person, firm or corporation; that he has carefully examined location of the proposed work and the plans and specifications for iADDITION TO Butte County Sheriff Substation ' 14116 Skyway Magalia, California and he proposes and agrees if this accepted proposal is ted that he P P will contract with the County of Butte in the form of the Contract which is included in the. specifications, to provide all necessary labor, materials, equipment, tools, apparatus and other means of performance, and to do all the work and furnish all the materials specified in the Contract 'in the manner and time therein prescribed, and ' according to the requirements of the specifications therein set forth as follows: A. BASE BID ' All work as described in the drawings and as described in the construction documents. sum OF Dollava ($ ) 1 ' Bid Form Page 2 of 3 i If this proposal shall be accepted and the undersigned shall ' fail to contract as aforesaid and to give bonds in the amount of 100% labor and materials, 100% faithful performance, with surety satisfactory to the Board of Supervisors of said County, within ten days, (not including Sunday) from the date ' of the mailing or a notice to him according to the address herein given, that the contract is ready for signature, the Board of Supervisors may, at its option, determine that the 1 bidder has abandoned the contract and thereupon this proposal and the acceptance thereof shall be null and void, and the forfeiture of such security accompanying this proposal shall ' operate as and the same shall be the property of the County of Butte. The BIDDER AGREES, if awarded the contract, to complete the ' work and the whole thereof, within NINETY (90) CALENDAR DAYS commencing on the date established on the Notice to Proceed. ' THE UNDERSIGNED BIDDER hereby certifies that he has a State Contractor's License for the current year, the number of which appears below. LIST OF SUBCONTRACTORS Listed are various portions of work and -the names and business location of subcontractors proposed to perform the work or render service in or about the work in excess of one percent of the Bid. Work for which a subcontractor is not listed is presumed to be ' performed by the Bidder. There shall be no substitution of subcontractors, nor shall Bidder assign, sublet or transfer any subcontract work without the consent of the Owner and the Architect. SUB -CONTRACT (Portion) COMPANY ADDRESS 1 ACKNOWLEDGEMENT OF BULLETINS: Bid Form Page 3 of 3 BULLETIN NUMBER BULLETIN DATED BULLETIN RECEIVED RECD BY The proposed surety company on the Bonds to be given is as follows: Name Address of Home Office California Address _SIGNATURE OF BIDDER: Company Name Business Address Place of Residence Dated State Contractor's License No. ' PE"ORYVANCE BOND KNOW ALL PERSONS BY THESE PRESENTS, THAT hereinafter called CONTRACTOR, and as Surety, hereinafter called SURETY, are held and firmly bound ' unto ' Board of Supervisors County of Butte 25 County Center Drive Oroville, California 95965 hereinafter called OWNER, in the amount of (100% of Contract amount) Dollars ($ ), for the payment whereof contractor and ' surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these ' presents. Whereas, Contractor has by written agreement dated entered into a Contract with the Owner for: Bid No. ADDITION TO Butte County ' Sheriff Substation 14116 Skyway Magalia, California In accordance with the Plans and Specifications prepared by the PHL Architecture + Planning + Engineering, 2059 Forest Ave Suite ' 6, Chico California which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said contra then this obligation shall be null and void; otherwise it shall ' remain in full force and effect. Whenever Contractor shall be, and declared by Owner to be, in ' default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default,'take over and assume completion of said Contract and become entitled to the payment of the balance of the Contract ' price. That it is agreed that no charge, extension of time, alteration ' or addition to the terms of the contract or to the work to be Performance Bond Page 1 of 2 performed thereunder, or the Specifications accompanying the same shall in any wise, affect the obligations of Surety on this bond, and the Surety hereby waives notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the work or to the Specifications. Any suit under this bond must be initiated before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner therein or the heirs, executors, administrators or successors of the Owner. IN WITNESS WHEREOF, five (5) identical counterparts of this instrument, each of which for all purposes shall be deemed an original thereof, have been duly executed by the Principal and Surety named above on the day of 19971. ATTEST: PRINCIPAL By .ADDRESS: ADDRESS: ATTACH CERTIFICATE OF NOTARIZATION FOR BOTH PRINCIPAL AND SURETY, ON ALL COUNTERPARTS.- DATE OF BONDS MUST BE EXACTLY THE SAME AS THE AGREEMENT.. Performance Bond Page 2.of 2 Labor and Material Bond Page 1 of 2 LABOR AND MATERIAL BOND KNOW ALL PERSONS By THESE PRESENTS, that we hereinafter called CONTRACTOR, and as SURETY, are held and firmly bound unto Board of Supervisors County of Butte 25 County Center Drive - Oroville, California 95965 hereinafter called OBLIGEE, in the amount of (100 percent contract amount) Dollars (.$ )-,for the payment whereof said Contractor and surety bind themselves, their heirs, administrators, successors assigns, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH, that whereas above bounded Contractor has entered into a contract,'dated 1997, with the Obligee to do and perform the following work, to wit: Bid No. ADDITION TO BUTTE COUNTY SHERIFF SUBSTATION 14116 SKYWAY MAGALIA, CALIFORNIA NOW, THEREFORE, if the above -bounded Contractor or his subcontractors fail to pay .any of the persons named in Section 3181 of the Civil Code of the State of California, or amounts due the Unemployment Insurance Code with respect to work or labor performed by any such claimant, or any amounts required to be deducted,withheld and paid over to the Franchise Tax Board from the wages of employees of the contractor or his subcontractors, respect to such work and labor, Surety will pay for the same, in an amount not exceeding the amount specified in this bond, and also, in case suit is brought upon this bond, and reasonable attorney, fee, to be fixed by the Court. That it is agreed that no change, extension of time, alteration or addition to the terms of the Contract or to the work to performed thereunder or the Specifications accompanying the same shall in any wise, affect the obligations of Surety on this bond and the surety waives notice of any such change, extension of time, alteration .to the terms of the Contract or to the work Labor and Material Bond Page 2 of 2 or to the Specifications. This bond shall insure to the benefit - of any and all persons, companies or corporations entitled to file claims under Section 3181 of, the Civil Code of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond. _ Signed, sealed and dated thisday CONTRACTOR: SURETY: B . y• By: t� ATTACH CERTIFICATE OR NOTARIZATION FOR BOTH PRINCIPAL AND SURETY, ON ALL COUNTERPARTS. DATE OF BONDS MUST BE EXACTLY THE SAME AS THE AGREEMENT . . AGREEMENT THIS, AGREEMENT, entered into this day of 1997, between the COUNTY OF BUTTE, a political subdivision of the of California, by the Board of Supervisors thereof, hereinafter called the OWNER, and hereinafter called the CONTRACTOR. ' W I T N E S S E T H In consideration of the mutual promises herein contained, both , 1 parties, in relation to a certain public improvement (hereinafter called the WORK) designated and described in certain specifications, prepared by, PHL, Architecture + ' Planning + Architecture, Chico, California, and approved by said Board supervisors on the day of 1997, and entitled ' Bid No. ADDITION TO BUTTE COUNTY ' Sheriff Substation 14116 Skyway Magalia, California ' on behalf of themselves, their heirs, executors, administrators successors and assigns,.do hereby covenant and agree as follows: ARTICLE 1. The Contractor agrees at his own cost and expense to do all the work as hereinbefore described and under the conditions expressed in any material and labor or faithful ' performance executed thereof, and to furnish all materials necessary to complete such work in a good and substantial manner to the satisfaction of the Owner. ' ARTICLE 2. The Contractor agrees, as full compensation for all the said work and for furnishing all materials and all necessary tools, machinery, implements, apparatus and other means of performance and completion of said work, and also as compensation for all loss or damage arising out of the nature of ' the work, and from action, of the elements, or from any r unforeseen difficulties oobstructions which may arise or be encountered during the progress of said work and before acceptance thereof as compensation for all expenses incurred by or in consequence of the suspension or discontinuance of the -work, to receive and accept, and the Owner agrees to pay therefor, the following compensation, ' Agreement' Page 1 to wit: ' DOLLARS ( $__1 ARTICLE 3. The specifications, bulletins, advertisements for bids, certificates of insurance, bid proposal,.instructions to bidders, general conditions, bidder's bond, faithful performance bond and labor and material bond are all to be considered a part herein and ' made a part hereof, and should there be any conflict between the terms of this instrument and any of said documents, including the bid or proposal'of the Contractor, this instrument shall control, 1 and nothing herein shall be considered as a acceptance of any terms contained in said proposal conflicting herewith. ARTICLE 4. The GENERAL SERVICE DIRECTOR, through his FACILITIES MANAGER, shall have complete charge of the general supervision and direction of the entire operation. It shall have the right to. ' accept or reject any materials or workmanship to determine when the Contractor has complied with the conditions of the contract. ' ARTICLE 5. The Owner does employ the Contractor to provide the materials and to do said work for the compensation aforesaid, and agrees to pay him in the following manner: The GENERAL SERVICES ADMINISTRATION, once in each month during the progress of the work and immediately after the completion of the contract, shall make an estimate in writing of the value of all ' work done to the date of said estimate, basing said estimate on the total cost as noted above. The Owner shall retain ten percent (10%) of said estimated value, 'and frc�n.the balance shall be ' deducted the amount of all previous payments to the Contractor, and any other amount which the Owner may be lawfully entitled to retain, and thereupon the amount remaining after said deductions, will be paid to the Contractor upon the warrant of the County ' Auditor, in the manner provided by law for the allowance of claims against the Owner. The said progress estimates shall not be conclusive upon the Owner that the work covered thereby has been ' done according to the contract, but the final acceptance of.said work shall be by the Owner. After the expiration of thirty-five (35) days after the final acceptance of said work, the contractor shall be paid the balance due under the contract, after deducting any amounts which the Owner may be lawfully entitled to retain which have not previously been deducted. Recording of "Notice of Completion" by the Board of Supervisors shall constitute final acceptance of this work. ARTICLE 6. The contractor shall perform and execute all the work described in the said contract documents in accordance with and subject to all of the requirements, covenants, stipulations and I Agreement Page 2 I� 1 n 1 restrictions herein contained as follows: A. Time of completion. All contract work including cleanup, shall be completed within Ninety (90) calendar days of written notice to proceed. B. Liquidated damages. It is agreed by the parties to the contract that in case all the work called for under the contract in all parts and requirements is not finished or completed within the number of working days as set forth in these special provisions, damage will be sustained by the County of butte, and that it is and will be difficult and impossible to ascertain and determine that actual damage which the County will sustain in the event of and by reason of such delay; and it is therefore agreed that Contractor shall pay to the County the sum of One hundred dollars ($100) per day for each and every calendar day's delay in finishing the work in excess of the number of working days prescribed; and the Contractor agrees to pay said liquidated damages as herein provided, and in case the same is not paid, agrees that County may deduct the amount thereof from any money due or that may become due Contractor under this contract. The Contractor shall not be assessed with liquidated damages or the cost of engineering and inspection during any delay in the completion of the work caused by acts of God or of the public enemy, acts of the Owner, fire, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and unusually severe weather or delays of subcontractors due to such causes, provided that the Contractor shall, within ten (10N days from the beginning of any such delay, notify GENERAL SERVICES ADMINISTRATION in writing of the cause of delay, who shall ascertain the facts and the extent of delay, and his findings of the facts thereon shall be final and conclusive. Neither the contract nor any moneys due or to become due under. the contract, may be assigned by the Contractor without the prior consent and approval of the Board of Supervisors, nor in any event without the consent of the Contractor's surety or sureties, unless such surety or sureties have waived their right to notice.or assignment. ARTICLE 7. A. The wages to be paid for a day's work to all classes of laborers, workmen, or mechanics on the work contemplated by this contract, shall be not less than the prevailing rate for a day's work in the same trade or occupation the locality within the state .in where the work hereby contemplated to be performed as determined by the Agreement Page 3 I 1 Director .of Industrial Relations pursuant to his authority under Labor Code 1770 et. seq. Each laborer, workman or mechanic employed by a Contractor or by any subcontractor shall receive the wages therein provided for. The Contractor will forfeit as a penalty to the owner twenty-five ($25) Dollars per day penalty for each worker paid less than the prevailing rate of per diem wages. The difference,between the prevailing rate of per diem wages and wage paid to each worker shall be paid by the Contractor to each worker. NOTE: An error on the part of an awarding body does not relieve the Contractor from responsibility for payment of the prevailing rate of per diem wages and penalties pursuant to Labor Code 1770-1775. B. If the schedule of prevailing wage rates is not attached hereto pursuant to Labor Code 1773.2, the Contractor shall post at appropriate conspicuous points at the site of the project a schedule showing all determined prevailing wage rates for the various classes of laborers and mechanics to be engaged in work on the project under this contract and all deductions, if any, required by law to be made from unpaid wages actually earned by the laborers and mechanics so engaged. C. Each Contractor and subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him in connection with the public work. Such records shall be certified and available for inspection at all reasonable hours at the principal place of the Contractor as required by Labor Code 1776. D. Contractor agrees to comply with Chapter 1, Part 7, Division 2, 1777.5 et. seq. of the California Labor Code. These sections require contractors and subcontractors to employ apprentices in apprenticeable occupations in a ratio of not less than one apprentice for each five Journeymen (unless an exception is granted in accordance with 1777.5), and that contractors and subcontractors shall not discriminate among otherwise qualified employees as apprentices solely on the ground of sex, race, religion, creed, national origin, ancestry or color. only apprentices as defined in 3077, who are in training under apprenticeship standards and who have written apprentice agreements will be employed on public ' Agreement Page 4 works in apprenticeable occupations. The responsibility for compliance with these provisions is fixed with the ! prime contractor for all apprenticeable occupations. IN WITNESS WEMEOB, the parties to this instrument have executed it the year and date first herein written. CONTRACTOR COUNTY OF BUTTE Fred Davis, Chairman Butte County Board of ! supervisors APPROVED AS TO FORM Butte County Counsel 1 By .1 BUDGET APPROVAL Butte County Auditor iBy 1 Agreement Page 5 1 THE GENERAL CONDITIONS OF'THE CONTRACT ARTICLE: 1 DEFINITIONS A. The Contract Documents consist of the Agreement, the ' General Conditions of the Contract, the Detailed Specifications, including all modifications thereof incorporated in the documents before their execution. These form the Contract. 1 B. The Owner, the Contractor, the Architect, GENERAL SERVICES ADMINSTRATOR and the BUILDINGS AND GROUNDS DEPARTMENT are those mentioned as such in the Agreement. They are treated throughout the Contract Documents as if each were of the singular number and masculine gender. C. The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor and it includes one who furnishes material worked to a special ' design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked. ' D. Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom tit is intended, or if delivered at or sent by registered mail to the last business address known to him who gives the notice. E. The term "work" of the contractor or subcontractor includes labor or materials or both. ' F. All time limits stated in the Contract documents are of the essence of the Contract. G. The law of the place of building shall govern the performance of this `contract. ' ARTICLE 2: EXECUTION# CORRELATION AND INTENT OF DOCUMENTS The Contract Documents shall be signed in duplicate by the ' Owner and the Contractor: In case the Owner and the Contractor fail to sign the General Conditions, Drawings or Specifications, the Architect shall identify them. The Contract Documents are complementary, and what is called for by any one shall be as binding as if called for by all. The intention of the documents is to include all labor and ' materials, equipment and transportation necessary for the General Conditions ' of the Contract Page 1 1 ' proper execution of the work. It is not intended, however, that materials or work not covered by or properly inferable ' from any heading, branch, class or trade of the specifications shall be supplied unless distinctly so noted on the drawings. Materials or work described in words which so applied have a well-known technical or trade meaning shall be held to refer ' to such recognized standards. ARTICLE 3: DETAILED DRAWINGS AND INSTRUCTION ' The Architect shall furnish within reasonable promptness, additional instructions, by means of drawings, or otherwise, if necessary for the proper execution of the work. All such ' drawings and instructions shall be consistent with the Contract Documents, true developments thereof, and reasonably inferable therefrom. ' The work shall be executed in conformity therewith and the Contractor shall do no work without proper drawings and tinstructions.. Immediately after being awarded the Contract, the Contractor shall prepare an estimated Progress Schedule and submit same ' for Owner's approval. It shall indicate the dates for the starting and completion of the various states of construction. ' ARTICLE 4: COPIES FURNISHED Unless otherwise provided in the Contract Documents, the ' BUILDINGS AND GROUNDS DEPARTMENT will furnish to the Contractor, free of charge, all copies of drawings and specifications reasonably necessary for the execution of the work. ARTICLE 5: SHOP DRAWINGS AND SAMPLES ' Shop Drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures and other data which Are prepared by the Contractor or any Subcontractor, ' manufacturer, supplier or distributor, and which illustrates some portion of the work. Samples are physical examples by the Contractor to illustrate ' materials, equipment or workmanship, and to establish standards by which the work will be judged. ' The Contractor shall review, stamp with his approval, and submit, with reasonable promptness and in an orderly sequence so as to cause no delay in the work or in the work of any ' other contractor, all Shop Drawings and Samples required by General Conditions` of the Contract , Page 2 ' the Contract Documents or subsequently by the Architect as covered by modifications. Shop Drawings and Samples shall be properly identified as specified, or as the Architect may require. At the time of submission, the Contractor shall inform the Owner in writing of any deviation in the Shop Drawings or Samples from the requirements of the Contract Documents." By approving and submitting Shop Drawings and Samples, the ' Contractor thereby represents that he has determined and verified all field measurements, field construction criteria, materials, catalog numbers and similar data, or will so, and ' that he has checked and coordinated each Shop Drawing and Sample with the requirements of the work and of the Contract Documents. ' The Owner will review Shop Drawings and Samples with reasonable promptness so as to cause no delay, but only for conformance with the design concept of the Project, and with ' the information given in the Contract Documents. The Owner's review of a separate item shall not indicate approval of an assembly in which the item functions. ' The Contractor shall make any corrections required by the Owner and shall resubmit the required number of corrected copies of Shop Drawings or new Samples until accepted. The ' Contractor shall direct specific attention in writing or on resubmitted Shop Drawings to revisions other than the corrections .requested by the Architect on previous ' submissions. The Architect's review of Shop Drawings or Samples shall not relieve the Contractor of responsibility for any deviation ' from the requirements of the Contract Documents unless the Contractor has informed the Architect in writing of such deviation at the time of submission, and the Architect has ' given written approval to the specific deviation, nor shall the Architect's review relieve the Contractor from responsibility for errors or omissions in the Shop Drawings or ' Samples. No portion of the work requiring a Shop Drawing or Sample submission shall be commenced until the submission has been ' reviewed by the Architect. All such portions of the work shall be in accordance with approved Shop Drawings and .Samples. ARTICLE 6: DRAWINGS AND SPECIFICATIONS OF THE WORK General Conditions of the Contract, 1 Page 3 1 ' The Contractor shall keep one co of specifications on the work in PY any drawings and good order available to the ' Owner and to his representatives. ARTICLE 7: OWNERSHIP OF DRAWINGS AND MODELS ' All drawings, specifications and copies thereof furnished by Butte County are his property. They are not to be used on other work ' and, with the exception'of the signed Contract set, are to be returned to him on request, at the completion of the work. ARTICLE 8: SAMPLES The Contractor shall furnish for approval, with reasonable ' promptness, all Samples as directed. by the Owner. The Owner shall check and approve such Samples, with reasonable promptness, only for conformance with the design concept of the Project, and for compliance with the information given in ' the Contract Documents. The work shall be in accordance with approved Samples. ' ARTICLE 9: MATERIALS, APPLIANCES, EMPLOYEES Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, transportation and other facilities necessary for the execution and completion of the work. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of good quality. The ' Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. The Contractor shall at all times enforce strict discipline and good order among his employees,' and shall not employ on the work any unfit ' person or any one not skilled in the work assigned to him. The General Contractor, and all subcontractors, must understand ' that the work to be performed shall be the very best and of the highest quality in every respect. All work shall be performed only by workmen of the highest skill in ' their respective lines, and in the best manner known to the respective crafts employed. Defective work, or work that is not perfectly and properly executed, will not be accepted. ' ARTICLE 10: ROYALTIES AND PATENTS The Contractor shall pay all royalties and license fees. He ' shall defend all suits or claims for infringement of any General Conditions of the Contract Page 4 i� ' patent rights and shall save the owner harmless from loss or account thereof, except that the Owner shall be responsible ' for all such loss when a particular process of the product of a particular manufacturer or manufacturers is specified, but if the Contractor has information that the process or article ' specified is an infringement of a patent, he shall be responsible for such loss, unless he promptly gives such information to the Architect or Owner. IARTICLE 11: SURVEYS, PERMITS AND REGULATIONS ' The Owner shall furnish all surveys unless otherwise specified. Permits and licenses of a temporary nature necessary for the prosecution of the work shall be secured and ' paid.for by the Contractor. Permits, licenses, and easements for permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. t The contractor shall give all notices and comply with all laws, ordinances,,rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that any drawings and specifications are at variance therewith, he shall promptly notify the Owner in writing, and any necessary changes shall be adjusted as provided in the Contract for changes in the work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Owner, he shall bear all costs arising therefrom. ARTICLE 12: PROTECTION OF WORK AND PROPERTY The Contractor shall continuously maintain adequate protection of all his work from damage and shall protect the Owner's property from injury or loss arising in connection with this Contract. He shall make good any such damage, injury or loss, except such as may be directly due to errors in the Contract Documents or caused by agents or employees of the Owner. He shall adequately protect adjacent property as provided by law and the Contract Documents. The Contractor shall take all necessary precautions for the safety of employees on the work and shall comply with all applicable provisions of Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. He shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workmen and the public and shall post danger signs warning against any General Conditions of the Contract Page 5 hazards created by such features of work performance as scaffolding, window openings, and falling materials; and he ' shall designate a responsible member of his organization on the work, whose duty shall be the prevention of accidents. The name and position of the person so designated shall be reported to the Owner by the Contractor. The Contractor will be solely and completely responsible P Y P e for conditions of the job site, including the safety of all ' persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours. ' In an emergency affecting the safety of life or of the work or of the adjoining property, the Contractor, without special instruction. or authorization from the Owner, is hereby ' permitted to act, at his discretion, to prevent such threatened loss or injury, and shall so act, without appeal, if so instructed and authorized. Any compensation, claimed by the Contractor on account of emergency work, shall be determined by agreement or arbitration. ARTICLE 13: INSPECTION OF WORK The Owner, or its representatives shall at all times have access to the work wherever it is in preparation or progress 1 and the Contractor shall provide proper facilities for such access and for inspection. If the specifications, instructions, laws, ordinances, or any public authority require any work to be specially tested or approved, the Contractor shall give the Owner timely notice of its readiness for inspection, and if the inspection is by another authority, of the date fixed for such inspection. Inspections by the Owner shall be promptly made, and where practicable, at the source of supply. If any work should be ' covered up without approval or consent of the Owner, it must, if required by the Owner, be uncovered for examination at the Contractor's expense. ARTICLE 14: SUPERINTENDENCE, SUPERVISION The Contractor shall keep on his work, during its progress, a ' competent superintendent and any necessary assistants, all satisfactory to the Owner. The Superintendent shall not be changed except with the consent of the Owner, unless the Superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The Superintendent shall represent the Contractor in his absence and all directions 1 given him shall be as binding as if given to the Contractor. General Conditions of the Contract Page 6 1� 1 1 11 1 1 Important directions shall be confirmed in writing to the contractor. Other directions shall be so confirmed on written request in each case. The Contractor shall give efficient supervision to the work, using his best skill and attention. He shall within seven (7) days after receiving same, carefully study and compare any and all specifications and other instructions and shall at once report in writing to the Owner any error, inconsistency or omission which he may discover. ARTICLE 15: CHANGE IN THE WORK The Owner, without invalidating the Contract, may order extra work, or make changes by altering, adding to or deducting from the work, the Contract sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract except that any claim for extension of time caused thereby shall be adjusted at the time of ordering such change. In giving instructions, the Architect shall have authority to make minor changes in the work, not involving extra cost, and not inconsistent with the purposes of the buildings, but otherwise, except in an' emergency endangering life or ' property, no extra work or change shall be made unless in pursuance of a written order from the Owner signed or countersigned by the Architect, or a written order stating that the Owner has authorized the extra work or change, and no claim for an addition to the contract sum shall be valid unless so ordered. ' The Owner may make such changes without notice to the surety or sureties on the Bonds, provided the intent of the contract be not altered. No such change, (alteration or modification of this Contract or of the sureties of any Bond given to ' secure the performance hereof and/or to inure to the benefit of any and all persons performing labor upon or furnishing materials used or to be used on said work) may be made without Surety approval. The value of any such work or change shall be determined in one or more of the following ways: A. By estimate and acceptance in a lump sum. ' B. By unit process named in the contract or subsequently agreed upon. ' C. By cost and percentage or by cost and fixed fee. General Conditions ' of the Contract Page 7 1 If none of the above methods is agreed upon, the Contractor, provided he received an order as above, shall proceed with the work. In such case, and also under case (c), he shall keep and present in such form as the Architect may direct, a correct amount of the cost, together with voucher. In any case, the Architect shall certify to the amount, including reasonable allowance for overhead and profit, due to the Contractor. Pending final determination of value, payments on account of charges shall be made on the Architect certificate. ARTICLE 16: CLAIMS FOR EXTRA COST If the Contractor claims that any instructions by drawings of otherwise involved extra .cost under this contract, he shall give the OWNER written notice thereof within a reasonable time after the receipt of such instructions, and in any event before proceeding to execute the work, except in emergency endangering life or property, and the procedure shall be as provided for changes in the work. No such claim shall be valid unless so made. ARTICLE 17: DELAYS AND EXTENSION OF TIME If the Contractor be delayed at ariy time in the progress of the work by any act or neglect of the Owner or the Architect, or of any employees of either or by any separate contractor employed by the Owner, or by any changes ordered in the work, or by strikes, lockouts, fire, unavoidable casualties or any causes beyond the Contractor's control, or by delay authorized by the Architect pending arbitration, or by any causes which the Architect shall decide to justify the delay, then the time of completion shall be extended for such reasonable time as the Architect may decide. No such extension shall be made for delay occurring more than seven days before claim therefor is made in writing to the Architect. In the case of a continuing cause of delay, only one claim is necessary. ' If no'schedule or agreement stating the dates upon which drawings shall be furnished is made, then no claim for delay shall be allowed on account of failure to furnish drawings until two weeks after demand for such drawings and not then unless such claim be reasonable. This article does not include the recovery of damages for delay by either party or other provisions of the Contract documents. ' ARTICLE 18: CORRECTION OF WORK BEFORE FINAL PAYMENT General Conditions of the Contract Page 8 1 1 1 1 1 1 I� The Contractor shall promptly remove from the premises all materials condemned by the Architect or Owner as failing to conform to the Contract, whether incorporated in the work or not, and the Contractor shall promptly replace and re -execute his own work in accordance with the Contract and without expense to the Owner and shall bear the expense of making good all work destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned work and materials within a reasonable time, fixed by written notice, the Owner may remove them and may store the material at the expense of the Contractor. If the Contractor does not pay the expenses of such removal within ten days time thereafter, the Owner may, upon ten days written notice, sell such materials at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs and expenses that should have been borne by the Contractor. ARTICLE 19: CORRECTION OF WORK AFTER FINAL PAYMENT Neither the final certificate nor payment nor any provision in the Contract Documents shall relieve the Contractor, of responsibility for faulty materials or workmanship and, unless otherwise specified, he shall remedy any defects due thereto and pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of the Final Payment. The Owner shall give notice of observed defects with reasonable promptness. All questions arising under this article shall be decided by the Architect, subject to arbitration, not withstanding final payment. ARTICLE 20: THE OWNER'S RIGHT TO'DO WORK If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this contract, the Owner, after three days written notice to the Contractor may, without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor, provided, however, that the Architect shall approve both such action and the amount charged to the Contractor. ARTICLE 21: OWNER'S RIGHT TO TERMINATE CONTRACT If the Contractor should be adjudged as bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or he should persistently or repeatedly refuse .or should fail, except in cases for which extension of time is provided, to supply enough properly skilled workmen or -proper General Conditions of the Contract Page 9 1 1 1 materials, or if he should fail to make prompt payment to subcontractors or for material or labor or otherwise be guilty of a substantial violation of any provision of the contract, then the Owner may serve written notice upon him and his Surety of its intention to terminate the Contract, such notice to contain the reasons for such intention to terminate the Contract and, unless within 10 days after the serving of such notice, such violation shall cease and satisfactory arrangements for correction thereof be made, the Contract shall, upon the expiration of said 10 days, cease and terminate. In the event of any such termination, the Owner shall immediately serve written notice thereof upon the Surety and the Contractor, and the Surety shall have 'the right to take over and perform the Contract; provided, however, that if the Surety within 15 days after the serving upon it of notice of termination does not give the Owner written notice of its intention to take over and perform the Contract, or does not commence performance thereof within 30 days from the date of serving of such notice, the Owner may take over the work and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and the Contractor and his Surety shall be liable to the Owner for any excess cost occasioned the Owner thereby, and in such event the Owner may, without liability for so doing, take possession of and utilize in completing the work such material, appliances, plant and other property belonging to the Contractor as may be on the site of the work and necessary therefor. ' ARTICLE 22: CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the work should be stopped under an order of any court, or ' other public authority, for a period of thirty (30) days, through no act or fault of the Contractor or of anyone employed by him, or if the Owner should fail to issue any certificate for payment within seven (7) days after it is due, or if the Owner should fail to pay the contractor within Thirty Days (30) of its maturity and written presentation any sum certified by the Architect, then the Contractor may, upon ten days written notice to the Owner stop work until payment is made. ARTICLE 23: APPLICATIONS FOR PAYMENTS The Contractor shall submit to the GENERAL SERVICES DIRECTOR an application for each payment, and, if required, receipts or ' other vouchers, showing his payments for materials and labor, including payments to subcontractors. ' ARTICLE 24: PAYMENTS WITHHELD General Conditions of the Contract Page 10 1 1 The Owner, through the GENERAL ERAL SERVICES DIRECTOR may withhold or, on account of subsequently discovered evidence, nullify the whole or a part of any payment to such extent as may be necessary to protect the Owner from loss on account of: ' A. Defective work not remedied. B. Claims filed or reasonable evidence indicating probable filing of claims. ' C. Failure of the Contractor to make payments properly to subcontractors or for material or labor. 1 D. A reasonable doubt that the contract can be completed for the balance then unpaid. 1 E. Damage to another Contractor. When the above grounds are removed, payment shall be made for 1 amounts withheld because of them. ARTICLE 25: INSURANCE REQUIREZSENTs 1 Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or ' damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors. The cost of such insurance shall be included in.the contractor's compensation for services. A. MINIMUM SCOPE OF INSURANCE - Coverage shall be at least as broad as: 1. Insurance Services Office form number GL 0002 (Ed. 1/73) covering Comprehensive General Liability and Insurance Services Offices form number GL 0404 covering Broad Form Comprehensive General Liability; or Insurance Services Office Commercial ' General Liability coverage ("occurrence" form CG 0001 1185). ' 2. Insurance Services Office Form number CA 0001 0187 (Ed. 1/78) covering Automobile Liability, Code 1 "any auto" and endorsement CA 0029 1288 Changes in ' Business Auto and Truckers Coverage forms - Insured Contract. 3. Workers' Compensation insurance as required by ' Labor Code of the State of California and Employers General Conditions ' of the Contract Page 11 Liability Insurance. . B. MINIMUM LIMITS OF COVERAGE - Contractor shall maintain no less than: 1. General Liability: $1,000,000 combined single limit ' per occurrence for bodily injury, personal injury and property damage. ' 2. Automobile liability: $1,000,000 combined single limit per accident for bodily injury and property .damage. 3. Workers' Compensation and Employers Liability: Workers' Compensation limits as required by the Labor Code of the State of California; and ' . Employers Liability limits of $1,000,000 per accident. C. DEDUCTIBLES AND SELF-INSURED RETENTIONS - Any deductibles or self-insured retentions must be declared to and approved by the County. At the option of the County, ' either: the insured shall reduce or eliminate such deductibles or self-insured retentions as respects the County, its officials' and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigations, claims administration and defense expenses. D. OTHER INSURANCE PROVISIONS - The above listed policies shall contain or be endorsed to contain the following provisions: 1. General Liability, Automobile iability, ' a. The County, its officials, employees and volunteers are to be covered as insured as respects: liability arising out of activities performed by or on behalf of the Contractor; or automobiles owned, leased, hired or borrowed by the Contractor. The coverage ' shall contain no special limitations on the scope of protection afforded to the County, its officials, employees or volunteers. ' b. The Contractor's insurance coverage shall be primary as respects the County, its officials, employees and volunteers. Any insurance or ' self-insurance maintained by the County, its General Conditions of the Contract ' Page 12 1 ' officials, employees or volunteers shall be excess of the Contractor's insurance and shall not contribute with it. C. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the County, its officials, employees or volunteers. ' d. Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought except with respects to the ' limits of the insurer's liability. 2. All Coverages ' Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in ' limits except after 30 days prior written notice by certified mail, return receipt requested, has been given to the County. ' E. ACCEPTABILITY OF INSURERS 1 Insurance is to be placed with insurers with a Best's rating of no less than A:VII. F. QUARTERLY REPORT If is coverage provided under a Commercial General Liability Insurance form, the carrier shall provide the amount of aggregate limits expended to that date. If ' over 50- of the aggregate -limits have been paid or reserved, the County may require additional coverage to ' be purchased by the Contractor to restore the required limits. G. VERIFICATION OF COVERAGE ' Contractor shall furnish the County with certificates of insurance and with original endorsements affecting coverage required by this clause. The certificates and ' endorsements are to be on forms provided by the County and are to be received and approved by the County before work commences. The certificates and endorsements for each insurance policy are to be signed by a person ' authorized by the insurer to bind coverage on its behalf. The County reserves the right to require complete, certified copies of all required insurance policies at ' - any time. General Conditions ' of the Contract Page 13 IH. SUBCONTRACTORS ' Contractor shall include all subcontractors as insured under its policies or require all subcontractors to be insured under their own policies and to furnish County separate certificates and endorsements. All coverages for subcontractors shall. be subject to all the requirements stated herein. ' ARTICLE 26: OWNER'S LIABILITY INSURANCE t The Owner shall be responsible for and at his option may maintain such insurance as will protect him from his contingent .liability for damages for personal injury, including death, which may arise from operations under this ' Contract. ARTICLE 27: FIRE INSURANCE t•In case said work herein provided for should, before completion and acceptance by the Owner, be wholly or partially destroyed by fire, then the loss occasioned thereby shall be sustained by the contractor, and the Contractor agrees to carry fire insurance for the full amount of the labor and material as the work progresses in the joint name of the ' Contractor and the Owner. All moneys received under such policies are to be divided between the Contractor and the Owner as their interest may appear. Contractor agrees to 1 provide such fire insurance in a company or companies acceptable to the Owner, including the extended coverage and vandalism and mischief endorsements naming both the Contractor ' and the Owner as Insured, subject to the terms and conditions of Standard Forms Bureau Builder's Risk completed value form. Such insurance shall be in the amount of the Contract, less permissible insurance exclusions and shall bemaintained at all times at an amount equaling the estimated cost to the Owner of rebuilding, less permissible insurance exclusions ' (amount to be determined by agreement between Owner and Contractor). ' The cost of all insurance in excess of the amount of the contract, including change orders, less amount of permissible insurance exclusions, shall be borne by the Owner. ' It shall be understood that in case of a fire, the Contractor shall remove all damaged material and debris resulting from the fire from the site, and clean the site in preparation for ' rebuilding, at no extra cost to the Owner. General Conditions ' of the Contract Page 14 IARTICLE 28: GUARANTY BONDS ' The Owner shall have the right, prior to the signing of the Contract, to require the. contractor to furnish the bond covering the faithful performance of the Contract and the payment of all obligations arising thereunder, in such form as ' the owner may prescribe with such sureties as he may approve. If such bond is required by instructions given previous to the submission of bids, the premium shall be paid by the Owner. ' Changes in the work of time provisions of the Contract, with or without notice to, or consent of the surety or sureties, shall not release the surety or sureties on the Bonds provided that the intent of the Contract is not altered. ARTICLE 29: DAMAGES ' If either party to this Contract should suffer damage in any manner because of any wrongful act or neglect of the other ' party or of anyone employed by him, then he shall be reimbursed by the other party for such damage. ARTICLE 30: LIENS 1 Neither the final payment, nor any part of the retained percentage shall become due until the Contractor, if required, ' shall deliver to the Owner a complete release of all liens arising out of this Contract, or receipts in full inlieu thereof and, if required in either case, an affidavit that so ' far as he has knowledge or information, the releases and receipts include all the labor and material for which a lien could be filed; but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a ' bond satisfactory to the Owner, to indemnify him against any lien. If any lien remain unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that ' the latter may be compelled to pay in discharging such a lien, including all costs and reasonable attorney's fee. ARTICLE 31: ASSIGNMENT Neither party to the Contract shall assign the contract or sublet it as a whole without the written consent of the other, ' nor shall the Contractor assign any moneys due to or to become due to him hereunder, without the previous written consent of the Owner. ' ARTICLE 32: SEPARATE CONTRACTS ' The Owner reserves the right to let other contracts in General Conditions of the Contract Page 15 ' connection with this work. The Contractor shall afford other contractors reasonable opportunity for the introduction and ' storage of their materials and the execution of their work and shall properly connect and coordinate his work with theirs. ' ARTICLE 33: SUBCONTRACTORS The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and of ' persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the Owner. ' ARTICLE 34: RELATIONS OF CONTRACTOR AND SUBCONTRACTOR The Contractor agrees to bind every subcontractor and every ' subcontractor agrees to be bound by the terms of the Agreement, the GeneralConditions, all Drawings and Specifications as far as applicable to his work. ' All subcontractors shall be considered employees of the Contractor and shall have rights, duties or responsibilities as such, i.e., Rates of Pay, Certification, Supervision, and Condition of Work. ARTICLE 35: USE OF PREMISES The Contractor shall confine his apparatus, the storage of materials and the operations of his workman to limits t indicated by law, ordinances, permits or directions of the Owner and shall not unreasonably encumber the premises with -his materials. ' The Contractor shall not load or permit any part of the structure to be loaded with a weight that will endanger its safety. ' The Contractor shall enforce the Owner's instructions regarding signs, advertisements, fires and smoking. ARTICLE 36: CLEANING IIP The Contractor shall at all times keep the premises free from accumulations of waste material or rubbish caused by his employees or work, and at the completion of the work shall remove all his rubbish from and about the building and all his tools, scaffolding and surplus materials and shall leave his General Conditions of the Contract Page 16 work "broom clean' or its equivalent, unless more exactly specified. In case of dispute the Owner may remove the ' rubbish and charge the cost to the several contractors as the Owner may determine to be just. 1 ARTICLE 37: TABES The Contractor and subcontractor shall pay all state and federal taxes upon labor or materials involved in their branch ' of the work, cost of same to be included in the contract price. 1 ARTICLE 38: RESPONSIBILITY FOR DAMAGE The Contractor shall be held responsible for any liability ' imposed by law for any damage to any person or property resulting from defects or obstructions or from any cause whatsoever during the progress of the work or at any time before its completion and final acceptance, and shall ' indemnify and save harmless the Owner from all suits or actions of every name and description, brought for, or on account of any injuries or damage received or sustained by any 1 person or persons, by or from the Contractor, his servants, or agents, in the performance.of the work or by or in consequence of any negligence in guarding the same, in improper materials ' used in its performance, or by or on account of any act or omission of the Contractor or his agents. t 1 .. 9 i 1 General Conditions ' of the Contract Page 17 1 1 SUPPLEMENTARY GENERAL CONDITIONS ' 1�, DEFINITIONS A. Owner shall mean: Board of Supervisors County of Butte Administration Building 25 County Center Drive 1 Oroville, CA 95965 B. General Services Administration Mike Pyeatt, General Services Director ' 25 County Center Drive Oroville, CA 95965 ' C. Buildings and Grounds Department shall mean: Butte County Buildings Richard Prater, Facilities Manager 2279 Del Oro Avenue - Oroville, CA 95965 2. MANNER OF CONDOCTING WORK ' A. The Contractor shall conduct his work in such a manner as to cause the least interference with the operation the of adjacent property or any essential service thereof. B. The Contractor shall repair any damage, resulting from construction activities, to existing adjacent structures and such other work at no additional expense to Owner. 3. CONTRACT TIMES ' A. The Contract time is the period of time allotted in the Contract Documents for completion of the work. The date of commencement of work is the date established in the ' Notice to Proceed. B. The Date of Substantial Completion is the date certified by the Owner when construction is sufficiently complete ' in accordance with the Contract Documents so the Owner may occupy the work or portion thereof for the use intended. ' C. All time limits stated in the Contract Documents are of the essence of the Contract. Contractor shall begin work promptly on the date of commencement noted on the Notice Supplementary General Conditions 1 Page 1 of 7 1 I I 1 1 to Proceed and shall carry the work forward expeditiously with sufficient forces to complete the work within the contract time. When the work is substantially completed, the Contractor shall notify the Owner, through General Services Administrtion, in writing, that the work will be ready for final inspection and test on a definite date which shall be stated in such notice. The notice shall be given at least ten (10) days in advance of said date. A. Except as otherwise specified, the Contractor shall provide the Owner with a written guarantee against defective workmanship and materials for a period of one year from date of acceptance, exept for the roof which shall have a written guarantee for five (5) years from the date of final completion of the Contract. B. If, within any guarantee period, repairs or changes are required in connection with guaranteed work, which is rendered necessary as the result of the use of materials, equipment or workmanship which are inferior, defective, or not in accordance with the terms of the Contract, the Contractor shall promptly, upon receipt of notice from the Owner, and without expense to the Owner: 1. Place in satisfactory condition in every particular, all of such Suaranteed work, correct all defects therein; 2. Make good all damage to the building or site, or equipment or contents thereof, which -is the result of the use of materials, equipment or workmanship which are inferior, defective, or not in accordance with the terms of the contract; and 3. Make good any work or material, or the equipment and contents of said building or site disturbed in fulfilling any such guarantee. C. In any case wherein fulfilling the requirements of the Contract or of any guarantee, embraced in or required thereby, the Contractor disturbs any work guaranteed under another contract, he shall restore such disturbed work to a condition satisfactory to the Owner and guarantee such restored work to the same extent as it was Supplementary General ' Conditions Page 2 of 7 fl guaranteed under the Contract. D. If the Contractor, after notice, fails to proceed promptly to comply with the guarantee, the Owner may have the defects corrected and the Contractor and his surety shall be liable for all expense. E. All special guarantees applicable to definite parts of the work that may be stipulated in the specifications or other papers forming a part of the Contract shall be subject to the terms of this paragraph during the first year of the life of such special guarantee. Any provision in any of the contract documents which may be in conflict or inconsistent with any of the paragraphs in these General Conditions shall be void to the extent of such conflict or inconsistency. Any notice to any Contractor from the Owner relative to any part of this contract shall be in writing and considered delivered and the service thereof completed, when said notice is posted, by certified or registered mail, to the said Contractor at his last given address, or delivered in person to said Contractor or his authorized representative on the work. •� ;•4 4-11 •, •--Y-a Each and every provision of law and clause required by law to be inserted in this contract shall be deemed to be inserted herein and the contract shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not correctly inserted, then upon the application of either party the contract shall forthwith be physically amended to make such insertion or correction. A. In order to protect the lives and health of his employees under the contract, the Contractor shall comply with all applicable provisions of the Federal Safety and Health Regulation for Construction; Contract Work Health and Safety Standards; Construction Orders of the State of California, and Cal OSHA standards, as amended. Supplementary General ' Conditions Page 3 of 7 1 F �Jl B. The Contractor alone shall be responsible for the safety, efficiency, and adequacy of his plant, appliances, and methods, and for any damage which may result from their failure or their improper construction, maintenance, or operation. A.- The wages to be paid for a day's work to all classes of laborers, workmen, or mechanics on the work contemplated by this contract, shall be not less than the prevailing rate for a day's work in the same trade or occupation in the locality within the state where the work hereby contemplated to. be performed as determined by the Director of Industrial Relations pursuant to his authority under Labor Code 1770 et sseec__ Each laborer, workman or.mechanic employed by a contractor or by any subcontractor shall receive the wages herein provided for. The contractor shall pay twenty-five dollars ($25.00) per day penalty for each worker paid less than the prevailing rate of per diem wages and the wage paid to each worker shall be paid by the contractor to each worker. NOTE: An error on the part of an awarding body does not relieve the contractor from responsibility for payment of the prevailing rate of per diem wages and penalties pursuant to Labor Code 1770-1775. B. The Owner shall require that any class of laborers or mechanics, including apprentices and trainees, which is not listed in the wage determination, and which is to be employed under the Contract, shall be classified or reclassified conforming to the wage determination. A. If the schedule of prevailing wage rates is not attached hereto pursuant to Labor Code Sec. 1773.2, the contractor shall post at appropriate conspicuous points at the site of the project a schedule showing all determined prevailing wage rates for the various classes of laborers and mechanics to be engaged in work on the project under this contract and all deductions, if any, required by law to be made from unpaid wages actually earned by the laborers and mechanics so engaged. B. Each contractor and subcontractor shall keep an accurate payroll record, showing the name address, social security number, work week, and the actual per diem wages paid to Supplementary General ' Conditions Page 4 of 7 11 I� 1�1 each journeyman, apprentice, worker, or other employee employed by him in connection with the public work. Such records shall be certified and available for inspection at all reasonable hours at the principal place of the contractor as required by Labor Code Sec. 1776. A. Contractor agrees to comply with Chapter 1, Part 7, Division 2, Sec. 1775.5 et. seq- of the California Labor Code.. These sections require contractors and subcontractors to employ apprentices in apprenticeable occupations in a ratio of not less than an apprentice for each five journeymen (unless an exception is granted in accordance with Sec. 1775.5), and that contractors and subcontractors shall not discriminate amona otherwise qualified employees as apprentices solely on the ground of sex, race, religion, creed, national origin, ancestry or color. Only apprentices as defined in Sec. 3007, who are in training under apprenticeship standards and who have written apprentice agreements will be employed on public works in apprenticeable occupations. The responsibility for compliance with these provisions is fixed with the prime. contractor for all apprenticeable occupations. A. No Contractor or Subcontractor contracting for any part of the Contract work which may require or involve the employment of laborers or mechanics shall require or permit any laborer or mechanic in any work week in which he is employed on such work to work in excess of eight hours in any calendar day or in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times his basic rate of pay for all hours in excess of eight hours in any calendar day or in excess of forty hours in such workweek, as the case may be. B. In the event of any violation of the clause set forth in the subparagraph above, the Contractor and any Subcontractor responsible therefor, shall be liable to any affected employee for his unpaid wages. In addition, such Contractor and Subcontractor shall be liable to the United States for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic employed in violation of the clause set forth in the above subsection in the sum of $25.00 for each calendar day on which such employee was required Supplementary General ' Conditions Page 5 of 7 1 or permitted to work in excess of eight hours without payment of overtime wages required by the clause set forth in subsection above. C. -The Contractor shall insert in all subcontracts, the ' clause set forth in the above subsection of this section, and also a clause requiring the Subcontractor to include these clauses in any lower tier subcontracts which they may enter into, together with a clause requiring this ' insertion in any further subcontracts.that may in turn be made . . 14. FAIR EMP PRACTTCRS A. In the performance of this contract, the Contractor will ' not discriminate, against any employee or applicant for employment because of race, color, religion, ancestry, sex*, age*, national origin, or physical handicap*. The Contractor will take affirmative action to ensure' that ' applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, ancestry, sex*, age*, national origin or ' physical handicap*. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other ' forms of compensation; and selection for training, including apprenticeship. The Contractor shall post in conspicuous places, available to employees and applicants ' for employment, notices to be provided by the State setting forth the provisions of the Fair Employment Practices section. ' B. The Contractor will permit access to his/her records of employment, employment advertisements, application ' forms, and other pertinent data and records by the State Fair Employment Practices Commission, or any other agency of the State of California designated by the awarding authority, for the purpose of investigation to ascertain ' compliance with the Fair Employment Practices section of this contract. C. Remedies for Willful Violation: 1. The State may determine a willful violation of the Fair Employment Practices provision to have '*See Government Code Sections 199oo Et. Seq. for further ' details. Supplementary General Conditions Page 6 of 7 1 i Supplementary General ' Conditions Page 7 of 7 ' occurred upon receipt ipt of a final judgement having that effect from a court in an action to which ' Contractor was a party, or upon receipt of a written notice from the Fair Employment Practices Commission that it has investigated and determined ' that the Contractor has violated the Fair Employment Practices Act and has issued an order, under Government Code Section 19970, which has become final, or obtained an injunction under ' Government Code Section 19973. 2. For willful violation of this Fair Employment Practices provision, the County shall have the ' right to terminate this contract either in whole or in part, and any loss or damage sustained by the ' County in securing the goods or services hereunder shall be borne and paid for by the Contractor and by his/her surety under the performance bond, if any, and the County may deduct from any moneys due ' or that thereafter may become due to the Contractor, the difference between the price named in the contract and the actual cost thereof to the .County. 1 i Supplementary General ' Conditions Page 7 of 7 NOTICE TO PROCEED 1997 PROJECT Bid No.120-97 ADDITION TO BUTTE COUNTY SHERIFF SUBSTATION 14116 SKYWAY MAGALIA, CA 95954 OWNER Board of supervisors ! County of Butte 25 County Center Drive Oroville, CA 95965 ' CONTRACTOR AMOUNT OF CONTRACT: You are hereby notified to commence work on the referenced contract on and are to fully complete within ONE HUNDRED TWENTY (120) consecutive calendar ' days. Your contract completion date is therefore: The contract dollars provides for assessment of the sum of One hundred ($100) as liquidated damages for each consecutive calendar day after the above -established contract completion date that the work remains incomplete. Mike Pyeatt General Services Director ! CERTIFICATE OF COUNSEL OWNER Board of Supervisors County of Butte 25 County Center Drive Oroville, CA,95965 CONTRACTOR PROJECT Bid No. ADDITION TO BUTTE COUNTY SHERIFF SUBSTATION 14116 SKYWAY MAGALIA, CA 95954 I, the undersigned the duly authorized and acting legal representative of do hereby certify as follows: I have examined the attached contracts) and surety bonds and the manner of execution thereof, and I am of the opinion that each of the aforesaid agreements has been duly executed by the proper parties thereto acting through their duly authorized representatives; that said representatives have full power and authority to execute said agreements on behalf of the respective parties named thereon; and that the foregoing agreements constitute valid and legally binding obligations upon the parties executing the same in accordance with the terms, conditions and provisions thereof. ' GUARANTEE ' OWNER Board of Supervisors County of Butte 25 County Center Drive Oroville, CA 95965 ' PROJECT Bid No. ADDITION TO ' BUTTE, COUNTY SHERIFF SUBSTATION 14116 SKYWAY MAGALIA, CA 95954 ' CONTRACTOR ' SUBCONTRACTOR. OFFICIAL DATE OF N ' GUARANTEE FOR We hereby guarantee that all workmanship and materials.which provided and installed on the subject project has been ' accordance with the Drawings, Construction Documents Specifications, and that the work as installed will fulfill the requirements of the guarantee included in .the Specifications. We ' further agree to repair or replace any or all work, together any other adjacent work which we may displace in so doing, that may prove to be defective in its workmanship or material within a ' period of three (3) years from the date of official acceptance n the Ower of the above named project without any expense whatsoever to said Owner, ordinary wear'and tear and unusual abuse or neglect excepted. In the event of our failure to comply with the above mentioned conditions within 15 days after being notified in writing by the Owner, we, collectively or separately, do hereby authorize said ' Owner to proceed to have said defects repaired and made good at our expense and we will honor and pay the costs and charges ' therefor upon demand. ' GENERAL CONTRACTOR (Signature) DATE PHONE SUBCONTRACTOR (Signature) DATE PHONE Except for signatures, all information must be typewritten ' CERTIFICATE OF INSURANCE Rete= Compiesed Catificabe to: TO: ' COUNTY OF BUTTE (Agency) DEPT.: ' Atten This certifies to the Agency that the following desenibed policies have been sued to the Rued named below and are in force at this time. Insured Address ' Description of o p:odocts insured (show contract name and/or numbw if any): POLIMS Workers' Compensation . I Y NUMB TION DA ---- Employer's y S (Name of Insurer) Best's Rat*= Check policy hypes Compnheosive General I,WnTd , Comprehensive General IlabrTity_ Each Omm mee Q* Commercial General Liability Aggregate $ .. . .... ... .. . Commercial General Liability Fath Occurrence S�� (Name of Insurer) BesNs Ratinet General Aggregate diber. per project/location $. MkWNWe Or Oecunsente or twice occurrence limit S Business Auto Policy Each Person Each Accident Liability Coverage symbol s S Eacb Accident Property Damage s (Name of Insurer) Or Best's Combined Single Limit $___ Umbrella Liability Occurrence/ Aggregate S__ (Name of Insterer) Best's Ratin _ Self insured Retention Ste_ Claims4w or Occurrence_ Note: U commercial Page 1 of 2 general liability insurance is used or it aggregate limits are endorsed to the coon form the general aggregate must apply Per locatioa/project of the pe the oc a general liability policy aggregate limit most be at )east twice the occurrence limit, The foUowin coverage of conditions are in affect. YES NO The agency, its officals, employees and vof®teers are named on all UbilkY polices described above as insureds as repecb (a) activities performed for the County by or on behalf of the named insured: (b) products and cons operations of the Named insured, and (c) premises. owned, leased or used by the Named insured. Products and Completed Operations The undersigned will mail to the Agency 30 days written notice of cancellation or reduction of coverage limits Cross Liability Clans (or equivalent wording) Personal Injury, penis A. B, and C Broad Form Property Damage X. C, U Hazards inclnded Contractual Liability Coverage applying to this contract Liquour Liability Coverage afforded the Agency, its officials, Of5cers. employees and volunteers as insureds applies as primary and not excess or contributing to any insuraoee issued in the name of the County. Waiver of subrogation from workers' Compmsation insurer Thin{ cersiEwato is iwnwl no s n.of►n. :. -- -- �- — dw— puucr auu ayes not amens, e:ten4 or alter the coverage afforded by the policies listedherein. Notwithstanding any requirement term or condition of any contract or other document with respect to which this certificate of insurance may be issued or may pertain, the insurance afforded by the polices described herein is subject to all the terms, exclusions and conditions of such policies. County or Brokerage Name of Person to be Contacted Telephone Number Page 2 of 2 I lasorance Company Home Office Date 0 ' EXHIBIT F C. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER. I+ (prmt/type name), warrant that I have authority to bind the below listed insurance company and by my signature hereon do so bind this company. SIGNATURE OF AUTHORIZED REPRESENTATIVE of insurer (Original signature required on endorsement throbbed to the Agency) ORGANIZATION: TITLE: ADDRESS: TELEPHONE:( 11 WORKERS' COMPENSATION/EMPLOYERS LIABILITY ENDORSEMENT ("the Agency") ' A. POLICY ATTN• INFORMATION Endorsement 1. Insurance Company ('the Company) ' 2. Policy Term 3. Effective Date of This Edorsement ' 4. Named Lssured S. Employer's Liability Limit (Coverage B) B. POLICY AMENDMENTS ' In consideration of the policy Premium and nomAkstaodi ng any inconsistent statement in the policy to which this endorsement is attached or nay other endorsement attached thereto. it is agreed as follows: ' i. Cancellation Notice. The insurance afforded by this policy shad not be suspended. voided. cancelled. reduced in coverage or in limits awgx after thirty (30) days' prior written notice by certified mail return receipt requested has been given to the Agency. Such notice shall be addressed as shown in the hesd'mg of this endonemeaL ' 2. Waiver of Subroaadoo. The Iusunnee Company agrees to waive all rights of subrogation against the Agency, its elected or appointed OMM, officals. agents and employees for lasses paid under the terms of this which policy arise from woric performed by the Named Insured for the Agency. C. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER. I+ (prmt/type name), warrant that I have authority to bind the below listed insurance company and by my signature hereon do so bind this company. SIGNATURE OF AUTHORIZED REPRESENTATIVE of insurer (Original signature required on endorsement throbbed to the Agency) ORGANIZATION: TITLE: ADDRESS: TELEPHONE:( 11 ' - GENERAL LIABILITY ENDORSEMENT COUNTY OF BUTTE DEPT. ADDRESS ATTEN: A.O P LI C Y INFORMATION Endorsement No. Insurance Company Policy No. ' 2. Policy Term (From)_ (To) Endorsement Effective Date: ' 3. Named Insured 1 4. Limit of Liability Any One � Occurrence/Aggregate $ - General Liability Aggregate (check one): Applies "per location/project" _Is twice the occurrence limit ' 5. Deductible or Self -Insured Retention:$ 6. Coverage is equivalent to (check one): ' Comprehensive General Liability form GL0002 (Edi/73) Commercial General Liability "occurrence" form CG0001 1185 Commercial General Liability "claims -made" form CG0002 0286 7. Bodily Injury and Property Damage Coverage is (check ' one) : - "occurrence" "claims -made" If claims -made, the retroactive date is ' NOTE: The County's standard insurance requirements specify "occurrence" coverage. "Claims -made" coverage requires special approval. If commercial general liability form or equivalent is used,.. the general aggregate must apply separately to this location/project or the general aggregate must be twice the occurrence limit. ' General Liability Endorsement Page 1 B. POLICY AMENDMENTS ' This endorsement is issued in consideration of the policy premium. Notwithstanding any inconsistent statement in the Policy towhich this endorsement is attached or any other ' endorsement attached thereto, it is agreed as follows: I. INSURED. The County, its elected or appointed officers, officials, employees and volunteers are included as insured with regard to damages and defense of claims arising from: (a) activities performed by or on behalf of the Named Insured, including the insured's general ' supervision of the Named Insured, (b) products and completed operations of the Named Insured, or (c) premises owned, leased or used by the Named Insured. ' 2. CONTRIBUTION NOT REQUIRED. As respects: (a) work performed by the Named Insured for or on behalf of the County; or (b) products sold by the Named Insured to the County; or (c) premises leased by the Named Insured from the County, the insurance afforded by this policy shall be primary insurance as respects the County, its elected or appointed officers, officials, employees or volunteers; or stand in an unbroken chain of coverage excess of the Named Insured's scheduled underlying ' primary coverage. In either event, any other insurance maintained by the county, its elected or appointed officers, officials, employees or volunteers shall be in excess of this insurance and shall not contribute with it. 3. SCOPE OF COVERAGE. This policy, if primary, affords coverage at least as broad as: (1) Insurance Services Office form number GL 0002 (Ed.1/73), Comprehensive General Liability ' Insurance and Insurance Services Office form number GL 0404 Broad Form comprehensive General Liability ' endorsement; or (2) Insurance Services Office Commercial General Liability Coverage, "occurrence" form CG 0001 or ' "claims -made" form CG 0002; or (3) If excess, affords coverage which is at least as ' broad as the primary insurance forms referenced in the preceding sections (1) and (2). 4. SEVERABILITY OF INTEREST. The insurance afforded by this policy applies separately to each insured who is seeking coverage or against whom a claim is made or a suit is ' General Liability Endorsement Page 2 brought, except with respects to the Company's limit of ' liability. S. PROVISIONS REGARDING THE INSURED. -S DUTIES AFTER ACCIDENT ' OR LOSS. Any failure to comply with reporting provisions of the policy shall not affect coverage provided to the County, its elected or appointed officers, officials, ' employees or volunteers. 6. CANCELLATION NOTICE. The insurance afforded by this policy shall not be suspended voided, cancelled, reduced ' in coverage or in limits except after thirty (30) days' prior written notice by certified mail return receipt requested has been given to the City. Such notice shall ' be addressed as shown in the heading of this endorsement. C. INCIDENT AND CLAIM REPORTING PROCEDURE ' Incidents and claims are to be reported to the insurer at: ATTEN: (Title) (Department) ' (Company) ' (Street Address) (City) (State) (Zip Code) (Telephone No.) ' D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER I, (print/type name), warrant that -I ' have authority to bind the below listed insurance company and by my signature hereon do so bind this company. SIGNATURE OF AUTHORIZED REPRESENTATIVE OF INSURER (Original) ' signature.required on endorsement furnished to the County. ORGANIZATION: TITLE: 'ADDRESS: TELE HONE: (Revised 5/1/91) ' General Liability Endorsement Page 3 1 AUTOMOBILE LIABILITY ENDORSEMENT ' COUNTY OF BUTTE DEPT: 'ADDRESS: ' ATTEN: A. POLICY INFORMATION Endorsement No. ' 1. Insurance Company Policy No. ' 2. Policy Term (From)_ (To)_ Endorsement Effective Date 3. Named Insured ' 4. Limit of Liability/Any One Occurrence/Aggregate ' 5. Deductible of Self -Insured Retention:$ B. POLICY AMENDMENTS This dor endorsement is issued in consideration of the policy premium. Notwithstanding any inconsistent statement n te ' policy to which this endorsement is attached or any other endorsement attached thereto, it is agreed as -follows: ' 1. INSURED. The County, its elected or appointed officers, officials, employees and volunteers are included as insured with regards to damages and defense of claims ' arising from: the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased,hired or borrowed by the Named Insured and the Agency, its elected or appointed officers, officials, employees or volunteers. 2. CONTRIBUTION NOT REQUIRED. As respects work performed by ' the Named Insured for or on behalf of the County, the insurance afforded by this policy shall: (a) be primary insurance as respects the County, its elected or appointed officers, officials, employees or volunteers; ' or (b) stand in an unbroken chain of coverage excess of the Named Insured's primary coverage. In either event, any other insurance maintained by the County, its elected ' or appointed officers, officials, employees or volunteers shall be in excess of this insurance and shall not contribute with it. ' 6. CANCELLATION NOTICE.* The insurance afforded by this Policy shall not be suspended, voided cancelled, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail return receipt requested has been given to the Agency. Such notice shall be addressed as shown in the heading of this ' endorsement. C. INCIDENT AND CLAIM REPORTING PROCEDURE Incidents and claims are to be reported to the insurer at: ATTEN• (Title) (Department) (Company) ' (Street Address) ' (City) (State) (Zip Code) (Telephone Number) ' D. SIGNATURE OF INSURER OF AUTHORIZED REPRESENTATIVE OF THE INSURER ' Automobile Liability Endorsement Page 2 of 3 3. SCOPE OF COVERAGE. This policy, if primary, affords coverage to the Named Insured at least as broad as: (1) Insurance Services Office Business Auto Coverage ' form number CA 0001 0187 (Ed. 1/78), liability coverage code 1 (any auto) and endorsement CA 00291288, changes in business auto and truckers coverage forms - insured contract. ' (2) If excess, affords coverage which is at least as broad as the primary insurance forms referenced in ' the preceding section (1). 4. SEVERABILITY OF INTEREST. The insurance afforded by this ' policy applies separately to each insured who is seeking coverage or, against whom a claim is made or a suit is brought, except with respect to the Company's limit of liability. ' 5. PROVISIONS REGARDING THE INSURED'S DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply with reporting provisions ' of the policy shall not affect coverage provided to the Agency, its elected or appointed officers, officials, employees or volunteers. ' 6. CANCELLATION NOTICE.* The insurance afforded by this Policy shall not be suspended, voided cancelled, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail return receipt requested has been given to the Agency. Such notice shall be addressed as shown in the heading of this ' endorsement. C. INCIDENT AND CLAIM REPORTING PROCEDURE Incidents and claims are to be reported to the insurer at: ATTEN• (Title) (Department) (Company) ' (Street Address) ' (City) (State) (Zip Code) (Telephone Number) ' D. SIGNATURE OF INSURER OF AUTHORIZED REPRESENTATIVE OF THE INSURER ' Automobile Liability Endorsement Page 2 of 3 I, (print/type name) warrant that I have authorized to bind the below listed insurance company and by my signature hereon do so bind this company. ' SIGNATURE OF AUTHORIZED REPRESENTATIVE of insurer (original signature required on endorsement furnished to the Agency) 1i ORGANIZATION TITLE: � ADDRESS: TELEPHONE: 1 i .. i 1 i . i i t - � 1 r I 1 1 DETAILED SPECIFICATIONS INDEX 01000 GENERAL REQUIREMENTS 01028 CHANGE ORDER PROCEDURE 01045 CUTTING AND PATCHING 01370 SCHEDULE OF VALUES 01500 TEMPORARY FACILITIES AND CONTROLS 01545 CONTRACTOR'S USE OF PREMISES 01620 STORAGE AND PROTECTION 01700 CONTRACT CLOSING 01710 CLEANING 02060 BUILDING DEMOLITION 02110 CLEARING 02210 GRADING 02220 EXCAVATING, BACKFILLING AND COMPACTING 02221 TRENCHING, BACKFILLING AND COMPACTING 02513 ASPHALT PAVING 02514 PORTLAND CEMENT PAVING 02660 WATER DISTRIBUTION SYSTEM 02685 GAS DISTRIBUTION SYSTEM 02730 SANITARY SEWERAGE SYSTEM 02830 CHAIN LINK FENCE 03100 CONCRETE FORMWORK 03200 CONCRETE REINFORCEMENT 03300 CAST -IN-PLACE CONCRETE 04220 CONCRETE UNIT MASONRY 05720 HANDRAILS AND RAILINGS 06100 ROUGH CARPENTRY 66190 WOOD TRUSSES 06200 FINISH CARPENTRY 06240 PLASTIC LAMINATE 06400 ARCHITECTURAL WOODWORK 06405 CABINETS AND FINISHES 07210 BUILDING INSULATION 07600 FLASHING AND SHEET METAL 07920 SEALANTS AND CAULKING 08100 METAL DOORS AND FRAMES 08210 WOOD DOORS 08520 ALUMINUM WINDOWS 08710 FINISH HARDWARE 08800 GLAZING 09200 LATH AND PLASTER 09260 GYPSUM WALL BOARD SYSTEM 09660 RESILIENT TILE FLOORING 09665 RESILIENT SHEET FLOORING 09680 CARPETING 09900 PAINTING 10430 EXTERIOR SIGNS 10440 INTERIOR SIGNS 10810 COMMERCIAL TOILET ACCESSORIES 15400 PLUMBING 15500 HEATING, VENTILATING AND AIR CONDITIONING 16400 ELECTRICAL DISTRIBUTION 16500 LIGHTING 1 010000 GENERAL REQUIREMENTS ' SECTION 1 A: SPECIAL CONDITIONS 1. GENERAL ' A. This work is subject to the General Conditions and Supplemental Conditions preceding these Specifications and this Contractor shall be responsible for and be governed by all requirements thereunder. 2. WORK INCLUDED ' A. The work required to be performed by the Contractor consists of building construction, together with related facilities, in conformity with Plans and Specifications thereinafter identified, including furnishing all materials, labor, plant, tools, equipment and service ' necessary therefor and incidental thereto, complete and ready for occupancy, except as hereinafter otherwise provided. ' 3. WORK NOT INCLUDED A. Except for such auxiliary work as is indicated or specified a part of the construction, the ' following work in NOT included in the Contract: 1. Any work shown not marked "N.I.C." Contract), or otherwise designated to ' be done by others. ' 4. LOCATION A. The site of the work shall be as indicated on the Drawings and Specifications specified herein, including such offsite work shown, detailed or specified. 5. DEFINITIONS A. "or equal": Shall mean "Approved as an equal in the opinion of the Owner". B. "Reviewed": Shall mean "Reviewed by the Owner". C. "If (when or as) directed". Shall mean "If (when or as directed by the Owner D. "If (when or as) required": Shall mean "As required to suit specified job conditions ' other than typical", and/or "As required by the best building practice". Page 1 of 10 1 ' E. "Approved": Shall mean "Reviewed b h w y the Owner for conformance with design concepts and general layout". ' 6. SHOP DRAWINGS ' A. The term "Shop Drawings", as used herein, includes fabrication, erection, layout, and setting drawings, manufacturer's standard drawings, descriptive literature, ' catalogues, and brochures; performance and test data, wiring and control diagrams, all other drawings and ' descriptive data pertaining to materials, equipment, piping, duct 'and conduit systems and methods of ' construction as may be required to show that the ' - materials, equipment or systems and the position to show ' that the materials, equipment or systems and,the position thereof conforms'to the Contract requirements. As used ' herein, the term "manufactured" applies to standard units usually mass-produced; and "fabricated" means items ' specifically assembled or made out of selected materials ' to meet individual design requirements. Shop Drawings shall, establish the actual detail of all manufactured or ' fabricated items, indicated proper relation to adjoining ' work, amplify design details of mechanical and electrical equipment in proper relation to physical spaces in the ' structure, and incorporate*minor changes of design or construction to suit actual conditions. ' B. The term "reasonable promptness" as used in describing the Owner's responsibility for return of Shop Drawings to Contractor shall be deemed to mean not more than fourteen ' (14) days. C. Before submittal, the General Contractor shall review all ' Shop Drawings of his Subcontractors and shall NOTE BY HIS STAMP OR SIGNATURE that same has been check and approved by him. Submittal not so stamped or signed will be ' returned without OWNERS review or approval. D. Drawings made and submitted for the sole and obvious b sous purpose of satisfying Shop Drawing requirements and which ' only trace OWNERS details, and which do not contain full and detailed information on the materials and fabrication methods in conformity with the Contract Documents will be ' returned to the Contractor unchecked and not approved. Delays caused by require re -submissions on this account will not be considered in allowing extensions to the ' Contract time. ' PAr.F 9 QF 1 (1 11 ' C. Such approval shall not relieve Contractor from complying with requirements of Drawings and Specifications and Contractor shall be responsible at his own expense for ' any changes caused by his proposed substitutions which affect other parts of his own work or work of other Contractors. ' D. It shall be the responsibility of the Contractor to order and schedule delivery of materials in ample time to avoid ' delays in construction, and approved material shall be substituted at no extra cost to the Owner; or, at the OWNERS discretion, an approval of a substitute will be ' given only upon agreement by the Contractor to remove the substituted material at a later date and time, agreeable to the Owner, and replace it at the Contractor's own 1 E. Responsibility rests with the General Contractor to: '. 1. Check and verify all field measurements and conditions. ' 2. Check for errors and deviations (despite OWNERS approval), unless the Contractor has OWNERS written approval for deviations. F. No fabrication of materials shall be done prior to approval of.Shop Drawings by the OWNER. ' 7. OR EQUAL A. All materials must be approved by the OWNER in writing. ' For this purpose, Contractor shall submit to OWNER, not later than thirty (30) calendar days after recording of Contract, six (6) copies of a typewritten list, listing ' all items or classes of materials to be used in work, together with a description of particular material Contractor proposes to use in each case. ' B. In cases where Contractor proposes materials different from those specified, he shall so state in the material list and he shall append to material list sufficient ' data,' drawings, samples, literature or other detail information (in single copy), as will demonstrate to ' OWNER that the proposed substitute material is equal in quality and utility to material specified. OWNER will approve in writing not later than fifteen (15 calendar ' days after their receipt, and such proposed substitution, providing their equality in quality and utility thus, are in his opinion, satisfactorily demonstrated. ' C. Such approval shall not relieve Contractor from complying with requirements of Drawings and Specifications and Contractor shall be responsible at his own expense for ' any changes caused by his proposed substitutions which affect other parts of his own work or work of other Contractors. ' D. It shall be the responsibility of the Contractor to order and schedule delivery of materials in ample time to avoid ' delays in construction, and approved material shall be substituted at no extra cost to the Owner; or, at the OWNERS discretion, an approval of a substitute will be ' given only upon agreement by the Contractor to remove the substituted material at a later date and time, agreeable to the Owner, and replace it at the Contractor's own 1 expense with the material originally specified. ' 8. REGULATIONS A. When these Specifications call for materials or ' construction of a better quality, or larger sizes than required in the above mentioned rules and regulation, the provisions of the specifications shall take precedence. The Contractor shall furnish without extra charge any additional material and labor when required by the compliance with these laws, rules and regulations, even though the work be not mentioned in these particular ' Specifications or shown on the Drawings. 9. REFEREN ZS I A. A.A.S.H.O.: Where A.A.S.H.O. is referred to, it is the American Association of State Highway Officials. B. A.G.A.: Where A.G.A. is referred to, it is the American Gas Association. C. A.M.C.A.: Where A.M.C.A. is referred to, it is the American National Contractors Association. D. A.R.I.: Where the A.R.I. is referred to, it is the American Refrigeration Institute. ' E. A.S.H.R.A.E.: Where A.S.H.R.A.E. is referred to, it is the American Society of Heating and Regrigeration and Air ' Conditioning Engineers. F. A.S.T.M.: Specifications: Where A.S.T.M. Serial Numbers are used, they refer to the latest tentative ' specifications, standard specifications, standard method or standard method of testing, issued by the American, Society of Testing Materials. ' G. City and County Standards: Where City and County Standards are referred to, it shall mean the Standards and/or ' governing regulations of the local agency having, jurisdiction. ' H. Commercial Standards: Where Commercial Standards are referred to as a measure of quality, standard and method of fabrications, they refer to Commercial Standards ' issued by the U.S. Department of Commerce.. I. N.E.C.: Where N.E.C. is referred to, it is the National, ' pnr_F 4 Or 10 ' A. Before ordering material or doing work, the contractor shall verify all measurements affecting the work at the building and be responsible for the correctness of same. ' PArr 5 Or 1 n ' Electrical Code, current edition unless otherwise required by local agency. S.M.A.C.N.A.: Where S.M.A.C.N.A. is referred to, it is the Sheet Metal and Air Conditioning Contractors National ' Association, latest edition. K. State Highway Specifications: Where State Highway ' Specifications are referred to, it shall mean Cal -Trans Standard Specifications. ' L. U.B.C.: Where U.B.C. is referred to, it is the Uniform Building Code, 1982 current edition, including ' supplements. M. U.M.C.: Where U.M.C. is referred to, it is the Uniform Mechanical Code, current edition unless otherwise ' required by local agency. N. U.P.C.: Where U.P.C. is referred to, it is the Uniform ' Plumbing Code, current edition unless otherwise required by local agency. ' 10. MANUFACTURER' DIRECTTONS A. All manufactured articles, material and equipment shall ' be applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturers, unless herein specified to the contrary. ' 11. RECORD DRAWTNGS ' A. The Contractor shall provide and maintain in the field one complete record set of Drawings which form a part of this Contract. Immediately after the work is installed, the Contractor shall carefully draw on these prints in ' ink, any and all work which is installed differently from work as indicated on the Drawings. Upon completion of the work, the Contractor will deliver this set of ' corrected prints and record work indicated thereon. (See Mechanical and Electrical Sections for further requirements). ' 12. MEASUREMENTS ' A. Before ordering material or doing work, the contractor shall verify all measurements affecting the work at the building and be responsible for the correctness of same. ' PArr 5 Or 1 n No extra charge or compensation will be allowed on account of difference between actual dimensions and the ' measurements indicated on the Drawings. 13. HFATTNn ' A. The Contractor shall provide heat, fuel and services as necessary to protect all work and materials against injury from dampness and cold until final acceptance of ' all work and material in the Contract, unless the new addition is fully occupied by the Owner prior to such ' acceptances, in which case the Owner shall assure all expenses of heating from the date of occupancy. ' B. The Contractor shall provide heat as follows: 1. At all times during thelacin setting P g. g and curing of concrete, provide sufficient heat to insure the ' heating of the spaces involved to no less than 50 degrees Fahrenheit. 2.. From the beginning of the application of plaster and during the setting and curing period, provide sufficient heat to produce a temperature in the ' spaces involved of not less than 50 degrees Fahrenheit. 3. For a period of ten days previous to the placing of interior wood finish and throughout the placing of this and other interior., finishing, varnishing, ' painting,,etc., and until final acceptance of the work, or until full occupancy by the Owner, provide sufficient heat to produce a temperature of not Tess than 70 degree Fahrenheit. 14. CLIMATIC CONDTTTONS ' A. Contractor shall take all reasonable and necessary precautions to protect his work from rainy weather in order not to delay the progress of the work. ' B. When so ordered by the Owner's, the Contractor shall suspend any work that may be subject to damage by climatic conditions. 15. NAM: PLEIT-ES ANDPLAIT-E- TRADF MARKS ' A. Manufacturer's name plates, trade marks or other identification markings, will be permitted on the showing faces of material or equipment, unless otherwise specifically indicated or specified. ' 16. SCAFFOL.DTN ' A. Contractor shall coordinate with his Subcontractors all requirements for the furnishing and 'use of scaffolding on the job, in compliance with the rules and regulations of ' the Industrial Accident Commission of the State of California and O.S.H.A. 17. LINING OF TOTNTS IN FINISH MATFRTALS A. It shall be the responsibility P y of the Contractor to make certain in the installation of jointed floor, wall and ' ceiling materials that: 1. The joints line through in a straight line and in ' both directions wherever possible. 2. The joints relate to all openings and breaks in the structure and be symmetrically placed wherever possible. This includes heating registers, light fixtures, equipment, etc. ' 3. If, because of non -related sizes of the various material and locations of openings, etc., it is not possible to accomplish the above, the Contractor ' shall meet the Owner at the site to determine the most satisfactory .arrangement. The Contractor shall establish centerline for all trades. ' 18. LOCATION OF EQUIPMENT AND-PTPTNQ ' A. Drawing showing location of equipment, piping, ductwork, etc., are diagrammatic and job conditions will not always permit their installation in the location shown. When ' this situation occurs, it shall be brought to the Owner's attention immediately and the relocation determined in a joint conference. The Contractor will be held ' responsible for the relocating of any items without first obtaining the Owner's approval. He shall remove and relocate such items at his own expense if so directed by the Owner. B. Where piping or conduit is left exposed within a room, ' the same shall be run true to plumb, horizontal or intended Where planes. possible, uniform margins are to be maintained between parallel lines and/or adjacent ' PAnr 7 nF 1n I : � wall, floor or ceiling surfaces. G. Enclosing, or boxing in, for protection of any public utilities equipment, shall be done by the Contractor. Upon completion of the work, the Contractor shall remove all enclosures, fill in all openings in concrete masonry, ' grout the same water tight, and leave in a finished condition. '22. TEMPORARY CONSTRUCTION FA ILTTTFS SEE Sec --T IOA 0150o) adequate an arfacilities for the workmen. The Contractor shall also pro onstruction, iight, power, water and telephe- 23. JOB OFFICE. A. The Contractor and his Subcontractors shall maintain such offices and storage facilities on the site as may be necessary in the proper conduct of the work. These shall ' be located so as to not cause interference to any work to be performed on the site. P_Anr R nF in A. Provides necessary guard railings, warning signs, lights, barricades for protection of public safety as required by ' law, and as may be required by local authorities. 20. BURNING OF MATERIAL ' ,A.. Burn no material on the premises except in compliance ' with applicable laws and regulations. 21. EXISTING AND PUBLIC UTILITIES ' A. The exact location and depth of existing underground utilities shall be determined and marked before commencing with any work. Cut and cap existing utilities to be abandoned, or as directed by OWNER. B. The Contractor shall send proper notices, make all necessary arrangements, and perform all other services, required in the care and maintenance of all public utilities, and the Contractor shall assume all responsibility concerning the same for which the Owner may be liable. G. Enclosing, or boxing in, for protection of any public utilities equipment, shall be done by the Contractor. Upon completion of the work, the Contractor shall remove all enclosures, fill in all openings in concrete masonry, ' grout the same water tight, and leave in a finished condition. '22. TEMPORARY CONSTRUCTION FA ILTTTFS SEE Sec --T IOA 0150o) adequate an arfacilities for the workmen. The Contractor shall also pro onstruction, iight, power, water and telephe- 23. JOB OFFICE. A. The Contractor and his Subcontractors shall maintain such offices and storage facilities on the site as may be necessary in the proper conduct of the work. These shall ' be located so as to not cause interference to any work to be performed on the site. P_Anr R nF in n B. Upon completion of the work, or as directed by OWNER, the Contractor shall remove all such temporary structures and facilities from the site, the same to become his ' property, and leave the premises in the condition required by the Contract. ' C. The Contractor shall pay for all business calls made from the job by the Inspector, OWNER or his representatives. ' 24. CONSTRUCTT_ON LAYOUT AND A1�F.S A. The Contractor shall layout all work, set necessary markers and stakes, and shall be responsible for correct lines and.grades. Lines and grades shall be determined from a base line and bench marks established and noted on ' the Drawings. B. The Contractor shall protect and maintain the base line and bench marks, and shall pay all costs for re- ' establishing the base line and bench marks, should they be destroyed. 25. DEMOLITION ' A. The Contractor shall do all demolition indicated on the drawings and for all trades and as required to complete the work. No cutting or notching of structural members shall be done without prior approval of the Owner. Demolition shall be done by workmen skilled in this type of work. Overcuts shall be repaired at Contractor's expense as directed by the Owner. 26. CLEAN-UP 1 A. Contractor shall perform a.complete janitorial service, including the washing and polishing of all glass, aluminum work, plumbing fixtures, ceramic tile and ' ornamental metal; cleaning, waxing and polishing of all floors; dusting and cleaning all sills, moldings, all mechanical and electrical equipment and fixtures, just .prior to final acceptance. Contractor shall remove all ' rubbish and waste materials from construction yard periodically, and -after the. completion of the job, ' restore the grounds to their natural state. 27. DIVIST_ON OF SPECTFTC'ATTONS ' A. For convenience, these Specifications are arranged into several Divisions and Sections, but such separation shall ' PAnF q QF In 1 28. f1 n not be considered as the limits of the work required of any subcontract or trade. The terms and conditions of such limitations are wholly between the Contractor and his Subcontractors. A. From -time-to-time labor, materials, and/or equipment shortages within the industry are experienced by Subcontractors and Suppliers. When such a shortage occurs, it is imperative that all circumstances surrounding the incident be properly documented. To this end, we are requesting documentation from you whenever any shortage affects you. B. A labor shortage or strike is to be documented by your notifying us in writing of all pertinent fact, as well as forwarding to us copies of letter you have written to your assistance in setting a manpower shortage or strike situation. Any letter you received from the Union in response to your inquiry should also be included as additional documentation to us. C. Material and equipment shortages should be documented in much the same manner. You should obtain a letter from the manufacturer involved, stating when your order was placed -and when it is expected to be delivered, as well as, any other pertinent information regarding shortages or strikes. D. If your firm should be the cause of a delay to the progress of a project, and you have neglected to properly identify this pending delay, as outlined in accordance with the General Conditions of the Specifications, we may be forced to assess liquidated damages. Therefore, it is imperative that all pertinent facts regarding any shortages be promptly and accurately documented. 29. REQUEST FOR SUBSTI TTIoN A. The Specifications are intended to set forth a standard of quality which must be adhered to in the construction of the project. Barring those exceptions, there are usually several methods by which this standard may be attained. However, before selection of a course that may deviate' from that which is set forth is the Specifications, a Request for Substitution must be submitted. A time limit has been placed (by the General Conditions) upon making your request for substitution. B. Inasmuch as the OWNER has set forth certain criteria to be met, the following guidelines will be followed when requesting a substitution: It shall be the responsibility of the Subcontractor or.Supplier to provide, to the satisfaction of the Owner and the Contractor, evidence that the substitution as offered responds in quality, fitness and capacity to the item originally called for (or as mended by Addenda) and that it would be in the best interest of the Owner to accept said substitution. In addition, the Subcontractor or Supplier shall warrant in writing that substituted materials shall perform as specified and assume complete responsibility for same. Testing, if required, shall be paid for by the Subcontractor or supplier. C. Should a Request for Substitution be approved, Contractor shall submit a Substitution Warranty typed on letterhead stationery of the firm requesting substitution and shall include such conditions as may be deemed appropriate by the Owner. f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01028 CHANGE ORDER PROCEDURE PART 1 GENERAL 1.01. SUMMARY A. Make such changes in the Work, in the Contract Sum, in the Contract Time of Completion, or any combination thereof, as described in the Change Orders signed by the Owner and the Contractor. 1.02 PROCESSING CHANGE ORDERS A. Change orders will be numbered in sequence and dated. The change order will describe the changes, changes in the Contract Sum, changes in the Contract Time of Completion and will be signed by the Owner and the Contractor. Request for estimates for possible changes are not to be considered Change Orders or direction to proceed with the proposed changes. END OF SECTION 01028 - 1 01045 CUTTING AND PATCHING PART 1 GENERAL 1.01 SUMMARY A. This Section establishes general requirements pertaining ' to cutting, fitting, and patching of the Work that is required to: 1. Make the parts fit properly; ' 2. Uncover work to provide for installing and/or inspecting ill-timed work; 3. Remove and replace work that does not conform to the Contract requirements; and 4. Remove and replace defective work. B. Related Work: Do not cut or alter work performed under ' separate contracts without the Owner's written permission. 1.02 SUBMITTALS A. Request for Owner's consent: 1. Prior to cutting or patching which effects structural safety, or are in any way differs from the Contract Documents obtain the Owner's written permission in the form of a Change Order before proceeding with the work. 1.03 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced and who are completely familiar with the specified requirements and methods needed for proper performance of the Work of this Section. PART 2 PRODUCTS 2.01 MATERIALS A. For replacement of items removed, use materials complying with pertinent Sections of these Specifications. 2.02 PAYMENT FOR COSTS A. The -Owner will reimburse the Contractor for cutting and patching performed pursuant to a written Change Order and in accordance with the payment schedule shown in the Change Order. Perform other cutting and patching needed to comply with the Contract Documents at no additional cost to the Owner. 01045 - 1 01045 PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions which are detrimental to the timely and proper completion of the Work..Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION PRIOR TO CUTTING A. Provide required protection including, but not limited to, shoring, bracing and support to maintain structural integrity of the Work. 3.03 PERFORMANCE A. Perform cutting and.demolition.by methods which will prevent damage to other portions of the Work and provide proper surfaces to receive installation of repair and new work. r , B. Perform fitting and adjusting of products -to provide finished .installation complying with the specified tolerances and finishes. END OF SECTION 01045 - 2 ' 01370 SCHEDULE OF VALUES PART 1 GENERAL ' 1.01 SUMMARY A. Unless stipulated in the Construction Agreement, provide a ' detailed breakdown of the agreed Contract Sum showing values allocated to each of the various parts of the Work, as specified herein and in other provisions of the ' Contract Documents. 1.02 SUBMITTALS ' A. Prior to the first application for payment, submit a proposed schedule of values to the Owner. ' 1.03 QUALITY ASSURANCE A. When so required by the Owner, provide copies of the subcontracts or other data acceptable to the Owner ' substantiating the sums described. END OF SECTION y 1 01370 - 1 SCHEDULE OF VALUES 1 PAYMENT ITEM PERCENTAGE AMOUNT* 1 TOTAL ' * An amount equal to ten (10) percent of the Payment Amount shall be retained by the Owner until satisfactory completion of that portion of the Work. ' Submitted: Date Contractor Approved: Date Owner 1 PART 3 'EXECUTION 3.01 MAINTENANCE AND REMOVAL A. Maintain temporary facilities and controls as long as ' needed for safe and proper completion of the Work. B. Remove such temporary facilities and controls as rapidly as progress of the Work will permit, or as directed by the Owner. ' END OF SECTION ' 01500 - 1 01500 TEMPORARY FACILITIES CONTROLS AND 1 PART 1 GENERAL 1.01 SUMMARY ' A. This Section describes construction facilities and temporary controls required for the Work. B. Permanent installation and hookup of the various utility lines are described in other Sections. 1.02 •REQUIREMENTS ' A. Make arrangements, provide and pay for all construction facilities and temporary controls needed for the Work including, but not limited to : t 1. Temporary utilities such as heat, water, electricity, and telephone; 2. Field office for contractor's personnel, if required; 3. Sanitary facilities; ' 4. Enclosures such as tarpaulins, barricades and canopies; ' S. Temporary fencing of the construction site. PART 2 PRODUCTS ' 2.01 TEMPORARY FACILITIES A. Provide such temporary sheds, sanitary facilities, t enclosures, barricades, canopies, and fencing as are required for the safe and proper completion of the Work. PART 3 'EXECUTION 3.01 MAINTENANCE AND REMOVAL A. Maintain temporary facilities and controls as long as ' needed for safe and proper completion of the Work. B. Remove such temporary facilities and controls as rapidly as progress of the Work will permit, or as directed by the Owner. ' END OF SECTION ' 01500 - 1 .1 . I 01545 CONTRACTOR'S USE OF THE PREMISES PART 1 GENERAL 1.01 SUMMARY A. This Section applies to all situations in which the Contractor or his representatives, including suppliers, subcontractors and employees, enter upon the Owner's property. 1.02 QUALITY ASSURANCE A. Promptly upon award of the Contract, notify all pertinent personnel regarding requirements of this Section. 1.03 TRANSPORTATION FACILITIES A. Truck and equipment access:. 1. To avoid traffic conflict with vehicles of the Owner and to avoid overloading of streets and driveways elsewhere on or near the Owner's property, limit the access of trucks and equipment to the route specified by the Owner. 2. Provide adequate protection for curbs and sidewalks over which trucks and equipment pass to reach the job site. B. Contractor's vehicles: 1. Require Contractor's vehicles, vehicles belonging -to employees of the Contractor and all other vehicles entering upon the Owner's property in performance of the Work of the Contract to use only the access route specified by the Owner. 2. Do not permit such vehicles to park on any street or other area of the Owner's property except in the parking area specified by the Owner. 01620 STORAGE AND PROTECTION PART 1 GENERAL 1.01 SUMMARY A. Protect products scheduled for use in the Work by means as described in this Section. 1.02 MANUFACTURERS' RECOMMENDATIONS A. Except as otherwise approved by the Owner, determine and comply with manufacturers' instructions on product handling, storage and protection. 1.03 PACKAGING A. Deliver products to the job site in their manufacturer's original container, with the labels intact and legible. 1. Maintain packaged materials with seals unbroken and labels intact until time of use. 2. Promptly remove damaged material and -unsuitable items from the job site, and promptly replace with material meeting the specified requirements at -no additional cost -to the Owner. B. The Owner may reject as non -complying such material and products that do not bear identification satisfactory to the Owner as to the manufacturer, grade, quality and other pertinent information. 1.04. PROTECTION A. Protect finished surfaces, including jambs and soffits of openings used as passageways, through which equipment and' materials are handled. B. Provide protection for finished floor surfaces in traffic areas prior to allowing equipment and materials to be moved.over such surfaces. C. Maintain finished surfaces clean, unmarred and suitably protected until accepted by the Owner. 01620 - 1 01620 1.05 REPAIRS AND REPLACEMENTS A. In event of damage, promptly make replacements and repairs to,the approval of the Owner and at no additional cost to the Owner. B. Additional time required to secure replacements and to make repairs will not be considered by the Owner to justify an extension of the Contract Time of Completion. END OF SECTION f 01700 - 1 01700 CONTRACT CLOSEOUT PART 1 GENERAL 1.01 SUMMARY A. This Section describes an orderly and efficient transfer of the completed Work to the Owner. 1.02 QUALITY ASSURANCE. ' A. Prior.to requesting inspection by the Owner, use adequate means to assure that the Work is completed in accordance 'with the specified requirements and is ready for the requested inspection. -1.03 PROCEDURES ' A. Submit final Application -for Payment or Invoice identifying total adjusted Contract Sum, previous payments ' and balance due. B. Final cleaning: 1. Execute.final.cleaning.prior to final inspection. ' 2. Clean. -interior and exterior surfaces exposed to view. Vacuum carpeted and other.soft surfaces. 3. Clean debris from site, roofs, gutters, downspouts and drainage systems. ' 4. Remove waste and surplus materials, rubbish and construction facilities from the site. ' 1.04 SUBMITTALS A. Closeout submittals include but are not limited to: ' 1. Operation and maintenance data and manuals for equipment and other items when so directed by the Owner; 2. Warranties and bonds; 3: Keys; 4. Spare parts; ' 5. Evidence of compliance with requirements of governmental agencies having jurisdiction, including: a. Certificates of Inspection; " b. Certificates of Occupancy; 6. Evidence of payment and release of liens; 7. List of subcontractors including names, addresses, and telephone numbers where they can be reached for emergency service. 01700 - 1 r .01700 1.05 INSTRUCTION A. Instruct the Owner in proper operation and maintenance of systems, equipment and similar items which were provided ' as part of the Work. ' END OF SECTION 1 1 • +. 01700 - 2 ' 01710 CLEANING PART 1 GENERAL ' 1.01 SUMMARY A. Throughout the construction period, maintain the buildings and site in a standard of cleanliness as -described in this Section. 1= I. PART 2 2.01 PRODUCTS CLEANING MATERIALS AND EQUIPMENT A. Provide required personnel, equipment and materials needed to maintain the specified standard of cleanliness. 2.02 COMPATIBILITY A. Use only the cleaning materials and equipment which are compatible with the surface being cleaned, as recommended by the manufacturer of the material. PART 3 EXECUTION 3.01 PROGRESS CLEANING A. General: 1. Retain stored items in an orderly arrangement allowing maximum access, not impeding traffic or drainage, and providing required protection of materials. 2. Do not allow accumulation of scrap, debris, waste material and other items not required for construction of this Work. 3. At least twice each month, and more often if necessary, completely remove all scrap, debris and waste material from the 'job site. 4. Provide adequate storage for all items awaiting removal from the job site, observing requirements for fire protection and protection of the ecology. B. Site: 1. Daily, and more often if necessary, inspect the site and pick up all scrap, debris and waste material. Remove such items to the place designated for their storage. 2. Maintain the site in a neat and orderly condition at all times. ' 01710 - 1 ' 01710 C. Structures: ' 1. At least weekly inspect the structures and pick up all scrap, debris and waste material and remove them to ' the place designated for their storage. ' 2. At least weekly sweep interior spaces clean. "Clean" for the purpose of this paragraph shall be interpreted as meaning free from material capable of being removed ' by reasonable effort and a hand-held broom. 3.2 FINAL CLEANING A. "Clean" for the purpose of this Article shall be interpreted as meaning the level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials. B. Prior to completion of the Work, remove from the job site ' all tools, surplus materials, equipment, scrap, debris and waste. C. Site: Unless otherwise directed by the Owner, broom t clean paved areas on the site and public paved areas adjacent to the site.*Completely remove resultant debris. ' D. Structures: 1. Exterior: a. Visually inspect exterior surfaces and remove all traces of soil, waste materials, smudges and other ' foreign matter. b. Remove all traces of splashed materials from adjacent surfaces. c. In the event of stubborn stains not removable with water, the Owner may require light sandblasting or other cleaning at no additional cost to the Owner. ' 2. Interior: a. Visually inspect interior surfaces and remove all traces of soil, waste materials, smudges and other matter. 'foreign b. Remove all traces of splashed material from adjacent surfaces. c. Remove paint droppings, spots, stains and dirt from finished surfaces. 3. Glass: Clean inside and outside. 4. Polished surfaces: To surfaces requiring routine t application of buffed polish, apply the polish recommended by the manufacturer of the material being polished. ' E. Schedule final cleaning as approved by the Owner to enable Owner to accept a completely clean.Work. END OF SECTION 01710 - 2 1 .1 Im 1 B. Using only the means and equipment approved for this purpose by governmental agencies having jurisdiction, demolish and completely remove from the job site the existing construction designated to be removed. 1. Shut off, cap and otherwise protect public utility lines in accordance with the requirements of the public agency or utility having jurisdiction. 2. Completely remove footings, foundations, and above- ground and underground construction of all kinds. 3. Remove rocks larger than 6 inch diameter, roots and debris.. 02060 - 1 ' 02060 BUILDING DEMOLITION PART 1 GENERAL ' .1.01 SUMMARY A. Demolish and remove from site those items so indicated on ' the Drawings. 1.02 QUALITY ASSURANCE ' A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the -work of this Section. PART 2 PRODUCTS ' (No products are required in this Section) ' PART 3 EXECUTION 3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not ' proceed until unsatisfactory conditions are corrected. 3.02 DEMOLITION A. General:. 1. Prior to start of demolition, carefully study the Drawings and these Specifications. 2. In company with the Owner, visit the site and verify the extent of demolition to be performed under this Contract. I 1 .1 Im 1 B. Using only the means and equipment approved for this purpose by governmental agencies having jurisdiction, demolish and completely remove from the job site the existing construction designated to be removed. 1. Shut off, cap and otherwise protect public utility lines in accordance with the requirements of the public agency or utility having jurisdiction. 2. Completely remove footings, foundations, and above- ground and underground construction of all kinds. 3. Remove rocks larger than 6 inch diameter, roots and debris.. 02060 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02060 C. Demolished material shall be considered to be property of the Contractor and shall be completely removed from the job site. D. Use means necessary to prevent dust from becoming a nuisance to the public, to neighbors and to other work being performed on or near the site. END OF SECTION 02060 - 2 ' 02110 CLEARING PART 1 GENERAL 1.01. SUMMARY ' A. Clear the site as shown on the Drawings and as specified in this Section. PART 2 PRODUCTS g 2.01 MATERIALS A. Provide materials, not specifically described but required for proper completion of the work of this Section, as selected by the Contractor subject to the approval of the Owner. PART 3 EXECUTION S3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which the work of this Section will be Correct performed. conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PROTECTION ' -A. Protect existing utilities indicated or made known. ' B. Protect trees and shrubs, where indicated to remain, by providing a fence around the tree or shrub of sufficient distance away and of sufficient height so trees and shrubs will not be damaged in any way as part of this Work. ' C. Protection of persons and property: 1. Barricade open depressions and holes occurring as part of this Work, and post warning lights on property .adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn each day and as otherwise required. ' 3. Protect structures, utilities, sidewalks, pavements and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by operations under this Section. D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors and to other work being performed ' on or near the site. ' 02110 - 1 1i t02110 ' -E. Maintain access to the site at all times. 3.03 CLEARING A. In areas that are to be excavated, clean out roots one inch in diameter and larger to a depth of at least 12 ' inches below the existing ground surface or subgrade of new graded surface, whichever is lower. Treat roots remaining in the soil with a weed killer approved by the Owner. ' 3.04 CONSERVATION OF TOPSOIL A. After the area has been cleared of vegetation, strip the existing topsoil in those • areas to be excavated. B. Stockpile in an area clear of new construction. 13.05 DISPOSAL A. General: ' 1. Remove brush, grass, roots, trash, and other material from clearing operations. 2. Dispose of away from the site in a legal manner. 3. Do not store or permit debris to accumulate on the job site. _ B. Do not burn debris at the site. 3.06. UTILITIES ' A. Coordinate with utility companies and agencies as required. B. Where utility cutting, capping or plugging is required, perform such work in accordance with requirements of the utility or governmental agency having jurisdiction. ' END OF SECTION ' 02110 - 2 02210 GRADING ' 3.02 PROCEDURES 02210 - 1 A. Fill materials: 1. Provide soil materials free from organic matter and deleterious substances, containing no rocks or lumps PART 1 GENERAL over 3 inches in greatest dimension and with not more ' 1.01 SUMMARY A. In accordance with pertinent provisions of this Section, ' excavate backfill, compact and grade the site to the elevations shown on the Drawings and as needed to meet the 2.02 TOPSOIL requirements of the construction shown in the Contract Where and if shown on the Drawings or otherwise required, ' Documents. provide topsoil consisting of friable, fertile soil of loamy character containing an amount of organic matter PART 2 PRODUCTS normal to the region, capable of sustaining healthy plant life, and reasonably free from subsoils, roots, heavy or 2.01 SOIL MATERIALS stiff clay, stones larger than 2 inches in greatest ' 3.02 PROCEDURES 02210 - 1 A. Fill materials: 1. Provide soil materials free from organic matter and deleterious substances, containing no rocks or lumps over 3 inches in greatest dimension and with not more 1 than fifteen percent of the rocks or lumps larger -than 2-1/2 inches in their greatest dimension. 2. In -planting -areas provide approved backfill material to a point 12 inches below indicated finish grade. 3. Fill material is subject to the approval of the Owner. ' 2.02 TOPSOIL A. Where and if shown on the Drawings or otherwise required, ' provide topsoil consisting of friable, fertile soil of loamy character containing an amount of organic matter normal to the region, capable of sustaining healthy plant life, and reasonably free from subsoils, roots, heavy or stiff clay, stones larger than 2 inches in greatest dimension, noxious weeds, sticks, brush, litter and other deleterious matter. PART 3 EXECUTION ' 3.01 SURFACE CONDITIONS A. Examine the -areas and conditions under which work of this ' Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. ' 3.02 PROCEDURES 02210 - 1 ' 02210 3.02 PROCEDURES A. Utilities: ' 1. Unless shown to be removed, protect active utility lines shown on the Drawings or otherwise made known to the Contractor prior to excavating. If damaged, repair ' or replace at no additional cost to the Owner. 2.1 If active utility lines are encountered, and are not shown on the Drawings or otherwise made known to the Contractor, promptly take necessary steps to assure that service is not interrupted. 3. If service is interrupted as a result of work under this Section, immediately restore service by repairing ' the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to interfere with the permanent facilities being constructed under this Section, immediately notify the Owner and secure his instructions. 5. Do not proceed with permanent relocation of utilities until written instructions are received from the Owner. I B. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors and to other work being performed on or near the site. ' C. Maintain access to adjacent areas at all times. 3.03 EXCAVATING A. Perform excavating of ever type of material Y YP encountered within the limits of the Work to the lines, grades and ' elevations indicated and specifies herein. B. Satisfactory excavated materials: 1. Transport to, and place in, fill or embankment areas within the limits of the Work. I C. Surplus materials: 1. Dispose of unsatisfactory excavated materials, and surplus satisfactory excavated materials, away from the site at disposal areas arranged and paid for by ' the Contractor. D. Excavation of rock: 1. Where rocks, boulders, granite or similar material is encountered excavate by conventional earth moving or ripping equipment and remove or excavate such material by means which will not endanger buildings or structures whether on or off site. 2. Do not use explosives without written permission from the Owner. ' 02210 - 2 3.06 MAINTENANCE' 1. A. Protection of newly graded areas: 1. Protect newly graded areas from traffic and erosion, and keep free from trash and weeds. 2. Repair and reestablish grades in settled, eroded and rutted areas to the specified grades. B. Where completed compacted areas are distributed by subsequent construction operations.or adverse weather, ' scarify the surface, reshape and compact to the required density prior to further construction. END OF SECTION 02210.- 3 02210 tE. Excavate and backfill in a manner and sequence that will provide proper drainage at all times. 3.04 FILLING ' A. Ground surface preparation: 1. Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from the ground surface prior to placement of fills. 2. Plow, strip or break up surfaces steeper than one I vertical to four horizontal, so that fill material will bond with existing surface. ' 3. At exposed soils in areas to be paved, scarify to a minimum depth of 6 inches, and recompact at a moisture content that will permit proper compaction as specified for fill. I 4. Do not place fill material' on surfaces that are -muddy, frozen or containing frost or ice. 5. Place fill materials evenly adjacent to structures, to 1 required elevations. 3.05 GRADING A. General: 1. Uniformly grade the areas within limits of grading under this Section, including adjacent transition areas. 2. Smooth .the finished surfaces within specified tolerance. 3. Compact with uniform levels or slopes between points where elevations are shown the on Drawings, or between such points and existing grades. ' B. Grading outside building lines: 1. Grade areas adjacent to buildings to achieve drainage away from structures and to prevent ponding. 2. Finish the surfaces to be free from irregular surface ' changes. 3.06 MAINTENANCE' 1. A. Protection of newly graded areas: 1. Protect newly graded areas from traffic and erosion, and keep free from trash and weeds. 2. Repair and reestablish grades in settled, eroded and rutted areas to the specified grades. B. Where completed compacted areas are distributed by subsequent construction operations.or adverse weather, ' scarify the surface, reshape and compact to the required density prior to further construction. END OF SECTION 02210.- 3 02220 EXCAVATING BACKFILLING AND COMPACTING PART 1 GENERAL 1.01 SUMMARY ' A. Excavate, backfill, compact and grade the site to the elevations shown on the Drawings, as specified herein, and as needed to meet the requirements of the construction shown in the Contract Documents. PART 2 PRODUCTS 2.01 t SOIL MATERIALS A. Fill and backfill materials: 1. Provide soil materials free from organic matter and deleterious substances.; containing no rocks or lumps over 3 inches in greatest dimension. ' B. Where and if shown on the Drawings or otherwise required provide topsoil consisting of. -friable, fertile soil of loamy character, containing an amount of organic matter ' normal to the region, capable of sustaining healthy plant life, and reasonable free from subsoil, roots, heavy or stiff clay, stones larger than 2 inches in greatest 1 dimension, noxious weeds, sticks, brush, litter and other deleterious.matter. iPART .3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will'be performed. Correct conditions detrimental ' to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PROCEDURES A. Utilities. 1. Protect active utility lines. If damaged, repair or replace at no additional cost to the Owner. 2: If existing utilities are found to interfere with the permanent facilities being constructed, immediately notify the Owner and secure his instructions. 3.03 EXCAVATING' A. Perform excavating as required within the limits of the ' 02220 - 1 1 , '02220 Work to the lines, grades and elevations as specified on the Drawings and as indicated herein. B. R Excavate topsoil and stockpile in area designated on site. C. Excavate subsoil required for building foundations, construction operations and other Work. D. Dispose of unsatisfactory excavated material away from the site at disposal areas arranged and paid for by the Contractor. E. Slope banks to angle of repose or less; until shored. 1 F. Where rocks; boulders, granite or similar material is encountered, remove such material by means which will neither cause additional cost to the Owner nor endanger buildings or structures on or off the site. G. Excavate and backfill in a manner and sequence that will ' provide proper drainage at all times. H. Correct.unauthori.zed excavation at no additional cost to the Owner. 3.04 TOLERANCES A. Conform to elevations and dimensions shown within a tolerance of 0.10 feet, and -extending a sufficient distance from footings and foundations to permit placing ' and removing concrete formwork, other required construction and inspection. B. In excavating for footings and foundations, take care not to disturb bottom of excavation. 3.05 FILLING AND BACKFILLING ' A. Backfill excavations as promptly as progress of the Work permits, but not until completion of the following: 1. Acceptance of construction below finish grade. 2. Removing concrete formwork. 3. Inspecting, testing and approving underground utilities. ' 4. Removing of trash and debris. 5. Placement of horizontal bracing on horizontally supported walls. B. Placing and compacting. 1. Do not place backfill or fill material on surfaces ' that are'muddy frozen or containing frost or ice. 02220 - 2 02220 2. Place backfill or fill material evenly adjacent to structures, to required elevations. 3. Employ a placement method so as not to disturb or damage foundations, foundation dampproofing or utilities in trenches. 4. Where the construction includes basement or other. underground walls having structural floors over them, do not backfill such walls until the structural floors are in place and have attained sufficient strength to support the walls. 3.06 MAINTENANCE A'.' Protect newly graded areas from traffic and erosion, and keep free from trash and weeds. B. Where completed compacted areas are disturbed by subsequent -construction operations or adverse weather, scarify the surface, reshape and compact prior to further construction. END OF SECTION 02220 - 3 J ' 02221 TRENCHING, BACKFILLING AND COMPACTING PART 1 GENERAL 1.01 SUMMARY A. Trench, backfill, compact as specified herein, and as needed to meet the requirements of the construction shown in the Contract Documents. ' PART 2 PRODUCTS 2.01 SOIL MATERIALS 1 A. Fill and backfill materials: 1. Provide soil materials free from organic matter and deleterious substances, containing no rocks or lumps over 3 inches in greatest dimension. PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will -be performed. Correct conditions detrimental ' to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PROCEDURES A. Utilities: 1. Protect active utility lines. If damaged, repair or replace at no additional cost to the Owner. 2. If existing utilities are found to interfere with the permanent facilities being constructed, immediately notify the Owner and secure his instructions. 3.03 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. Prior to backfilling, remove all sheeting. . B. Open cut: 1. Excavate for utilities by open cut. 2. If conditions at the site prevent such open cut trenching may be used. 3. Remove boulders and other interfering objects, and backfill voids left by such removals. 02221 - 1 1 ' 02221 ' C. Trench to the minimum width necessary for proper installation of the utility, with sides as nearly vertical as possible. Accurately grade the bottom to provide uniform bearing for the utility. D. where utility runs traverse public property or are subject to governmental or utility company jurisdiction, provide depth, bedding, cover and other requirements as directed. E. Where trenching occurs in existing lawns, remove turf in ' sections and keep damp. Replace turf upon completion of the backfilling. F. Provide minimum trench depth as indicated on the Drawings 'or as specified by the Owner, the Project Engineer or by the local governmental authority. 1 3.03 BACKFILLING ' A. Backfill excavations as promptly as progress of the Work permits, but not until completion of the following: 1. Inspecting, testing and.approving underground utilities. 2. Removing of trash and debris. B. Placing and compacting. 1. Do not place backfill or fill material on surfaces that are muddy frozen or containing frost or ice. 2. Backfill trenches to the ground surface with selected material selected by the Owner. ' 3. Reopen trenches which have been improperly backfilled, to a depth as required for proper compaction. Refill and compact as specified. 4. Mechanically compact backfill within ten feet of buildings. ' 3.06 MAINTENANCE A. Protect newly graded areas from traffic and erosion, and keep free from trash and weeds. ' END OF SECTION 02221 - 2 us III 02513 ASPHALT PAVING PART 1 GENERAL 1.01 SUMMARY A. Provide asphaltic concrete paving where shown on the Drawings, as specified herein and as needed for a proper and complete installation. PART 2 PRODUCTS 2.01 AGGREGATES A.` Provide aggregates consisting of crushed stone, gravel, sand or other sound, durable mineral laterials processed and blended and naturally combined. B. Subbase aggregate minimum size: 1-1/2 inches. C. Base aggregate maximum size: 1. Base courses over 6.inches thick: 1-1/2 inches. �2. Other base courses: 3/4 inch. D. Aggregates for asphaltic -.concrete paving: Provide a mixture of sand, mineral aggregate and liquid asphalt mixed in such proportions that the percentage by weight will be within: Sieve sizes: Percentage passing: 3/4 inch 100% 3/8 inch 65 - 85% 1/4 inch 50 - 65% No. 8 mesh 37 - 50% No. 30 mesh 15 - 25% No. 200 mesh 3 - 8% plus 50/60 penetration liquid asphalt at 5 to 6 percent of the combined dry aggregates. 2.02 ASPHALTS A.. Comply with the provisions of Asphalt Institute Specification SS -2: 1. Asphalt cement: Penetration grade 50/60. 2. Prime coat: Cut-back type, grade MC -250. 3. Tack coat: Uniformly emulsified, grade SS -1H. 02513 - 1 02513 2.03 MIXING ASPHALTIC CONCRETE MATERIALS A. Provide hot plant mixed asphaltic concrete paving materials. 1. Temperature leaving the plant: 29.0 degrees F minimum, 320 degrees F maximum. 2. Temperature at time of placing: 280 degrees F minimum. PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which the work.of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PLACEMENT OF BASE COURSES A. Subbase and base: 1., Spread the specified subbase and base material to a thickness providing the compacted thickness shown on the Drawings. 2. Compact to 95 percent. B. Thickness tolerance: Provide the compacted thickness shown on the Drawings withina tolerance of minus 0.0" to plus 0.5". C. Smoothness tolerance: Provide the lines and grades shown on the Drawings within a tolerance of 3/8 inch in ten feet. Correct deviations by removing materials, replacing with new materials and reworking or recompacting as required. D. Moisture content: Use only the amount of moisture needed to achieve the specified compaction. 3.03 PLACEMENT OF ASPHALTIC CONCRETE PAVING A. Install headers.and stakes as required to achieve the arrangement of paving shown on the Drawings. B. Remove all loose materials from the compacted base. ' C. Do not accept material unless it is covered with a tarpaulin until unloaded and unless the material has a ' temperature of not -less than 280 degrees F: ' 02513 - 2 02513 D. Do not commence placement of asphaltic concrete materials when the atmospheric temperature is below 50 degrees F, nor,during fog, rain or other unsuitable condition. E. Spread material in a manner which requires the least handling. Where thickness of finished paving will be 3 inches or less, spread in one layer. F. Rolling: 1. After the material has been spread to the proper depth, roll until the surface is hard, smooth, unyielding and true to the thickness and elevations shown on the Drawings. 2. Roll until no roller marks are visible. 3.04 TOLERANCES A.. Flatness: Maximum variation of 1/4 inch measured with a ten foot straight edge. B. Compacted schedule thickness: Within 1/4 inch of design thickness.. C. Variation from true elevation: Within 1/2 inch. 3.05 PROTECTION A. Protect the asphaltic concrete paved areas from traffic until the sealer is set and.cured and does not pick.up under foot or wheeled traffic. END OF SECTION 02513 - 3 02514 PORTLAND CEMENT CONCRETE PAVING PART 1 GENERAL 1.01 SUMMARY A. Provide portland cement concrete paving where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Use adequate numbers of -skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. Perform work in accordance with ACI 301. PART 2 PRODUCTS 2.01 FORMS A. Provide wood or metal formwork profiled to suit conditions, including adequate bracing to the lines and grades shown on the Drawings. B. Earth forms will not be permitted for paving. 2.02 REINFORCEMENT A. Comply with the following as minimums: 1. Bars: ASTM A615, grade 60, unless otherwise shown on the Drawings, using deformed bars for number 3 and larger. 2. Welded wire fabric: ASTM A185, plain type'in coiled rolls, unfinished. 3. Bending: ACI 318. 2.03 CONCRETE MIX A. Provide concrete with the following characteristics: 1. Compressive strength at 7 days: 2000 psi. 2. Compressive strength at 28 days: 2500 psi. 3. Slump: 6 inches maximum. 4. Water: Clean and potable. B. Use only such additives as are recommended in the mix design and approved by the Owner and governmental agencies having jurisdiction. PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 02514-1 J. i 02514 ' 3.02 FINAL PREPARATION OF SUBGRADES A. Thoroughly scarify and sprinkle the entire area to be paved. Compact ' to a smooth, hard, even surface of 90 percent compaction to receive the aggregates. 3.03 PLACEMENT OF BASE COURSE ' A. Base (where required): 1. Spread the specified coarse aggregate to a thickness providing the compacted thickness shown on the Drawings. Compact to 95 percent., 3. Moisten substrate to minimize absorption of water from fresh concrete. , 3.04 FORMING A. Place and secure forms to correct location, dimension and profile. ' 3.05 INSTALLATION A. Upon completion of base course and formwork, install reinforcement ' as shown on the Drawings. B. Transit mix the concrete in accordance with provisions of ASTM C94. ' C. Do not use concrete that has stood over 30 minutes after leaving the mixer, or concrete that is not placed within 60 minutes after water is introduced into the mix. ' D. Placing concrete: 1. Place concrete on accordance with ACI301. 2. Remove rejected concrete from the site. ' 3. Do not disturb reinforcement or formwork components during concrete placement. E. Deposit and consolidate concrete in a continuous operation within the limits of construction joints until the placing of a panel or section is completed. 1. Bring surfaces to the correct level with a straight -edge, and ' then strike off. 2. Smooth the surface leaving it free from bumps and hollows. 3. Do not sprinkle water on the plastic surface. Do not disturb the surfaces prior to start of finishing operations. ' F. Expansion joints: 1. Locate expansion joints where indicated, filled to full depth with expansion joint material. 2. In curbs, locate 1/2 inch thick joint at the beginning and end of curves, -and at 25 foot centers elsewhere. 3. In curbs and paving, hold down 1/2 inch and seal exposed ' joints with joint sealer. ' 02514-2 02514 G. Finishing: 1. Float to produce a surface level within 1/4 inch in 2 feet. 2. With a bristle broom produce a textured finish, light, medium or coarse as directed by the Owner. 3.06 CURING AND PROTECTION A. Beginning immediately after placement, protect concrete from premature drying, excessively hot or cool temperatures and mechanical injury. END OF SECTION ' 02660 WATER DISTRIBUTION SYSTEM PART 1 GENERAL ' 1.01 SUMMARY A. Provide water distribution system as shown on the ' Drawings, as specified herein and as needed for a complete and proper installation. ' 1.02 QUALITY ASSURANCE A.. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who ' are completely familiar with the specified requirements and the methods needed for.proper performance of the work of this Section. PART 2 PRODUCTS ' 2.01 PIPE AND FITTINGS ; A. General:.:Assume.connection point to building service ' .lines as -being approximately.5 feet outside.buildings and structures to which service is required. ' 2.02 WATER PIPING, BURIED BEYOND BUILDING A. Cast Iron: Pipe: ANSI/AWWA C151 with ductile iron ' fittings, rubber gasket, mechanical joints and 3/4 inch diameter rods. B. Copper Tubing: ASTM B88, Type K, annealed with wrought copper fittings and compression joints. C.' PVC Pipe: ASTM D1785, Schedule 40, or ASTM D2241, minimum ' 150 psi pressure rating with solvent weld joints. D. Fittings and specials: ' 1. Cast iron pipe: a. Use fittings and specials suitable for 150 psi pressure rating unless otherwise specified. b. For use with mechanical joint pipe, comply with ' ANSI A-21.10. c. For use with push -on joint pipe, comply with ANSI A-21.10 and ANSI A-21.11. d.' Use cement.mortar lining complying with ANSI A-21.4, standard thickness. 2. Plastic pipe: ' a. Use fittings and specials suitable for Schedule 40 rating unless otherwise specified. 02660 - 1 4 ' 02660 ' b. Use fittings and specials for PVC pipe complying_ with ASTM D2468. C. For threaded PVC fittings, use Schedule 80.' ' E. Valves: Use valves designed for a working pressure of not ,less than 150 psi. A. Make necessary measurements in the field to assure precise fit'of items in accordance with the approved design. 3.03 HANDLING A. Handle pipe accessories so as to ensure delivery to the trench in sound, undamaged condition. ' B. Thoroughly clean interior of pipe and accessories before lowering pipe into trench. Keep clean during laying operation by plugging or other method approved by the Owner. ' 02660 - 2 F. Service fittings: ' I. PVC mains smaller than 2 inches• in diameter: Make 3/4 inch maximum service with tees or plastic valve tees. 2. PVC mains 2 inches to 3-1/2 inches in diameter: For 3/4 inch to 1 inch service, use bronze service clamp ' and bronze corporation stop designed for PVC. 3. Service lines larger than those listed above: Make ' with standard tees on new lines, and tapping tees on existing lines. 2.03 VALVE BOXES ' A. Valves 3 inches and .larger.i. Use service box of cast iron with "WATER" cast into the cover, extension type of the ' required length, with screw adjustment. B. Valves 2-1/2 inches and smaller: ' 1. Use precast concrete -or metal box.with the word "WATER" cast into the cover. 2. Provide risers on pipe line -to place valve within box depth. PART 3 EXECUTION ' 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this 1 Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. ' 3.02 FIELD MEASUREMENT A. Make necessary measurements in the field to assure precise fit'of items in accordance with the approved design. 3.03 HANDLING A. Handle pipe accessories so as to ensure delivery to the trench in sound, undamaged condition. ' B. Thoroughly clean interior of pipe and accessories before lowering pipe into trench. Keep clean during laying operation by plugging or other method approved by the Owner. ' 02660 - 2 ' 02660 ' C. Before installation each inspect piece p p e of pipe and each fitting for defects. Replace defective material. ' D. Rubber gaskets: Store in a cool dark place until just prior to time of installation. ' 3.04 LOCATING A. Locate water pipe at least 10 feet away, horizontally, ' from sewer pipes. Where bottom of the water pipe will be at least 12.inches above top of sewer pipe; locate water pipe at least 6 feet away, horizontally, from the sewer ' pipe. B. Where water lines cross under gravity -flow sewer lines, fully encase the sewer pipe in concrete for a distance of ' at least 10 feet each side of the crossing, or provide pressure pipe with no joint.located within 3 feet of the crossing. ' C., Cross water lines in cases above sewage force mains or inverted'siphons at least.2 feet above the sewer line. ' Encase in concrete those joints in the sewer main closer than 3 feet, horizontally, to the crossing. 3.05 JOINT DEFLECTION A. Cast ironi Maximum -allowable deflection: P e: P coon. ' Diameter:, Push -on joint: Mechanical joint: 3-4 inches 19 inches 31 inches ' 6 inches 19 inches 27 inches 8 inches 19 inches 10 inches B. Plastic pipe: Unless a lesser amount is recommended by ' the pipe manufacturer, maximum allowable deflections from a straight line or grade, or offsets, will be 5 degrees. ' 3.06 PLACING AND LAYING A. General: 1. Do not drop or dump any of the materials of this ' Section into the trench. 2. Except where necessary in making connections to other lines, lay pipe with the bells facing in the direction of laying. ' 3. Rest the full length of each section of pipe solidly on the pipe bed, with recesses excavated to ' accommodate bells, couplings and joints. 02660 - 3 ' 02660 ' 4. Do not lay pipe in water or when trench conditions are unsuitable for the work; keep water out of trench until jointing is completed. S._ Securely close open ends of pipe, fittings and valves ' when work is not in progress. B. Plastic pipe: Position plastic pipe'and fittings in trench in a manner that identifying markings will be readily visible for inspection. 2. Do not thread plastic pipe. Make connections only with ' the solvent cement or with special adapter fittings designed for the purpose. ' 3. Support plastic pipe in trenches with a 3 inch layer of sand. Do not allow rocks, debris or other potentially damaging substances within 6 inches of plastic pipe in trenches. ' 4. Provide an electrically continuous type TW insulated No. 14 tracer wire in the trench along the pipe, fastened to the pipe at 20 foot intervals and terminating above ground with a 12 inch lead taped ' around each riser. C. Connections: Use specials and fittings to suit the actual conditions where connections are made between new work and. existing mains. Use only those specials.and fittings approved by the utility having jurisdiction. ' D. Sleeves: 1. Where pipe passes through walls of valve pits or structures, provide cast iron or PVC wall sleeves. 2., Fill space between sleeve and wall with rich cement mortar or grout. Fill space between pipe and sleeve with mastic or grout. 3.07 SERVICE BOXES A. Where water lines -are located below paved street having ' curbs, install boxes directly back of curbs. ' B. Where no curbing exists, install boxes in accessible locations beyond limits of street surfacing, walks and driveways. ' 3.08 TESTING A. Provide personnel and equipment necessary, and perform tests required to demonstrate that the work of this t Section has been completed in accordance with specified requirements and with governmental authority having jurisdiction. END OF SECTION 1 ' 02660 - 5 ' 02685 GAS DISTRIBUTION SYSTEM PART 1 GENERAL ' 1.01 SUMMARY ' A. Provide gas distribution system as shown on the Drawings, as specified herein and as need for a complete and proper installation. ' 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS ' 2.01 PIPE AND FITTINGS ' A. Gas distribution main: 1. USe.P.VC or black steel..pipe, as by the permitted utility company and other --agencies having jurisdiction and as selected by the Contractor. ' 2. Where matching or joining existing mains, use the material being matched or joined unless otherwise specifically approved by the Owner. B. Gas service lines: .1. Use the same -material as for gas distribution main. ' 2. Assume connection point for building service lines as being approximately 5 feet outside buildings and structures to which service is required. ' C. For black steel pipe systems, use: 1. Black steel pipe: ASTM A120, schedule 40; threaded ends. 2. Fittings: Black malleable iron, ANSI B-16.3. ' 3. Unions: Black malleable iron, Fed Spec WW -U-531. 4. Flanges: Black steel slip-on welding. ' 5. Gaskets: Neoprene, 1/16 inch thickness, 50 to 60 shore "A" hardness. D. For buried PVC systems, use: ' 1. Pipe: ASTM D2241, SDR 13.5 long term tested: a. PVC 2110, 160 psi; or b. PVC 2112, 200 psi; or c. PVC 2116, 250 psi. 2. Fittings: ASTM D2467, schedule 80. ' 02685 - 1 ' 02685 3. Cement: ASTM D2564. ' 4. Gaskets: Neoprene, 1/8 inch thickness, 50 to 60 shore "A" hardness. ' S. Fasteners: Monel nuts, bolts and washers. 2.02 VALVES A. Buried shut-off valves: Provide ball valves designed for close -off pressure in either direction. B. Aboveground valves: Provide bronze body ball valve or ' bronze body plug valve. 2.03 VALVE BOXES A. Provide and place service box of cast iron orP recast concrete over valves. Do not locate boxes in concrete ' walks. B. Valves 2-1/2 inches and smaller: Use precast concrete ' valve box with the wording "GAS" cast into the cover. C. Valves 3.inches and larger: Use service box of cast iron, extension -type -of the required length, having screw ' adjustment. 2.04 TRACER WIRE ' A. Provide No. 14 TW insulated copper tracer wire on non- metallic pipes. ' 2.05 CASING A. Where gas lines are below concrete pavement, provide ' galvanized pipe, ASTM A120, schedule 40, with extruded polyethylene.coating, in pipe sizes 2 inches larger than gas line. PART 3 EXECUTION- ' 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this ' Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. ' 3.02 FIELD MEASUREMENT ' A. Make necessary measurements in the field to assure precise fit of items in accordance with the approved design. ' 02685 - 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 02685 3.03 INSTALLATION A. Install pipe fittings in accordance with ANSI B-31.8. B. Pipe cleaning: 1. Thoroughly clean inside of pipe and fittings before F installing. 2. Blow lines clear by using 80-100 psig clean dry compressed air. 3. Rap steel lines sharply along entire length before blowing clear. 4. Cap or plug ends of pipe as necessary to maintain cleanliness throughout installation. 3.04. ,CONNECTION, A. Make connection to utility company.or agency_service line or meter in accordance with the requirements of the utility having jurisdiction.. 3.05 FIELD INSPECTIONS AND TESTS A. Provide personnel and equipment necessary, and perform tests required. -by. local agencies having jurisdiction over this work -to demonstrate that the work of this Section has been completed in.accordance.with specified requirements. END OF SECTION 02685 - 3 1 Ul .1 1 In 02730 SANITARY SEWERAGE SYSTEM PART 1 GENERAL 1.01 SUMMARY A. Provide sanitary sewerage system as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02. QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS 2.01 PIPE AND FITTINGS A. Cast iron.soil pipe and.fitti,ngs (CIP): ASTM A74, class SV; rubber..gaskets ASTM C564.ior compression joints. B. Clay pipe and fittings (VCP): Use extra strength, bell and spigot, ASTM C200. Use compression joints ASTM C425, type II. C. PVC pipe and fittings: Use extra strength, minimum of SDR 35, ASTM D3034. D. ABS pipe and fittings: ASTM D2680. PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 FIELD MEASUREMENTS ' A. Make necessary measurements in the field to assure precise fit of items in accordance with the approved design. 02730 - 1 ' END OF SECTION 02730 - 2 ' 02730 3.03 INSTALLATION A. Location: Locate the sewer line in strict accordance with ' the approved plan. B. Pipe laying: 1. Protect pipe during handling against shocks and free fall. Remove extraneous material from the pipe interior. , 2. Lay pipe by proceeding upgrade with the spigot ends of ' the bell and spigot pipe pointing in the direction of flow: 3., Place,.fit, join and adjust the joints to obtain the 1 degree of watertightness required. 3.04 WYE BRANCHES t A. Provide wye branches where sewer connections are indicated or required. Where joining an existing line, join by placing a saddle over the line, and make connection in a manner which will not obstruct or interfere with the ' existing flow. ' 3.05 BUILDING -CONNECTIONS A. Terminatebuild.in connections where shown on the he Drawings. ' B. Provide temporary closures at terminals where the building pipe is not installed. Place marker post at grade end of ' plugged line. 3.06 TESTING AND INSPECTION ' A. Provide personnel and equipment necessary, and perform tests required to demonstrate that the work of this Section has been completed in accordance with the tspecified requirements. ' END OF SECTION 02730 - 2 02830 CHAIN LINK FENCE PART 1 GENERAL •1.01 SUMMARY A. Provide vinyl coated chain link fence system as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 REFERENCES A. ' ASTM A491: Standard Specification for Aluminum -Coated Steel Chain Link Fence Fabric. B. ASTM A824: Standard Specification for Metallic -Coated Steel Marcelled Tension Wire. ' C. ASTM F552: Standard Definitions of Terms Relating to Chain Link Fencing. D. ASTM F567: Standard Practice for Installation of Chain Link Fence. E. ASTM F626: Standard Specification for Fence Fittings. 1.03 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS 2.01 CHAIN LINK FABRIC A. Manufacturers: 1. Anchor Fence Inc. Product Permafused, Type 2b. B. Wire size: .9 ga. C Mesh size: 1 1/41.1. D. Height: 8'-0". E. Coating: Polyvinyl chloride (PVC), thermally fused to galvanized steel components. F. Color: Green. 02830-1 ' 02830 G. Top of fence fabric to be barbed selvage if more than 60 -in. in ' height or knuckled selvage if less than 60 -in. in height. Bottom selvage shall be knuckled. ' 2.02 POSTS A. Line Posts: 2-1/2 in. OD round galvanized steel, coated to match fence fabric, and of sufficient length to be approximately 3 ft. below ground and height as indicated on the Drawings. B. Terminal Posts: Terminal posts shall be used wherever the fence starts, stops, or makes a change of horizontal or vertical direction of 30 degrees or more. ' 2. 2-1/2 in. square or 3 in. OD galvanized steel, coated to match fence fabric, and of sufficient length to be approximately 3 ft. below ground and height as indicated on the Drawings. t2.03 TOP AND BRACE RAIL A. Top rail shall be 1.66 -in. OD galvanized pipe coated to match fence ' fabric. B. Top rail to run continuously along top of fence. ' 2.04 GATES A. Gate frames shall be of welded construction using either 2 -in. ' square galvanized members weighing 2.6 pounds per foot or 2 -in. square aluminum members, Alloy 6063-T6, weighing .94 pounds per foot. All gate members to be coated to match fence fabric. ' B. Fence fabric to be attached to all four sides of gate frame by means of hook bolts and tension rods. ' C. Gate hinges and latches shall be galvanized steel. D. Double gates shall be equipped with drop bar and gate holdbacks of galvanized steel. Rolling gates shall have heavy duty wheels on 'V' angle track set in pavement. ' F. Height and width as indicated on the Drawings. 2.05 BARBED WIRE TOP ' A. Barbed wire top shall be 18" diameter single coil Concertina Silent Swordsman as manufactured by Allied Tube and Conduit Fence Division (708) 339-1610. 02830-2 1 1 • ' 02830 2.06 GATE OPERATORS A. Gate operator 1. Manufactures a. Stanley Product: Model 570-1 B. Loop Detector_ 1. Manufactures a. Stanley Product: Model 4101725 C. Access Control 1. Manufactures a. Dor-King Product:`Model 1802 or equal. b ' PART 3 EXECUTION 3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which work•of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are ' corrected. 3.02 INSTALLATION ' A. Space posts.no more than 10 ft. apart. B. Posts to be set in concrete in 12 in. diameter holes for terminal ' posts posts and 10 in. diameter holes for line posts. Concrete to be 6 in. deeper than in order to seal post ends. Deeper and wider settings may be required in loose soil. Top of concrete shall be sloped or domed to direct water away from post. ' END OF SECTION I Is 03100 CONCRETE FORMWORK 1 PART 1 GENERAL 1.01 SUMMARY 'A. Provide formwork for cast -in-place concrete for the ' construction shown -on the Drawings, as specified herein and as needed for a complete and proper installation. ' 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly ' trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. ' B. Construct and erect concrete formwork in accordance with ACI 301. PART 2 PRODUCTS 2.01 FORM MATERIALS A. Except for metal forms, use new materials. Materials may be re -used during progress of the work providing they are. completely cleaned and reconditioned, recoated for each use and capable of producing formwork of the required quality. B. Plywood: PS1, grade B/B, class I,or II, exterior, 3/4 -inch Douglas fir sheets with clean true edges. ' C. Lumber: Spruce or Douglas fir. D. Prefabricated fibrous glass reinforced resin type: ' Matched, tight fitting, stiffened to support the weight of concrete. E. For footings and foundations, use boards or planks secured to wood or steel stakes, substantially constructed to shapes indicated and to support the required loads. F. Pan type: Steel or glass fiber; of size and profile required. G. Column forms, if required: 1. For square or rectangular columns, use 2 inch thick planks, surfaced one side, 2. For round columns use metal forms or patented paper 03100 - 1 1 ' 03100 I tube forms approved by the Owner. 3. Construct column forms with tight joints and securely clamped together with steel clamps. ' 2.02 FORM TIES ' A. Hold inner and outer forms for vertical concrete together with combination steel ties and spreaders. 2.03 FORM RELEASE AGENT ' A. Provide colorless mineral oil which will not stain concrete or impair natural bonding characteristics of ' coating intended for use on concrete. ,2.04 DESIGN OF FORMWORK ' A. Design, erect, support, brace and maintain formwork so it will safely support vertical and lateral loads that might be applied, until such loads can be supported by the ' concrete structure. B. Construct formwork so concrete members and structures are of correct size, shape alignment, elevation and position. C. Provide formwork that is sufficiently tight to prevent leakage of cement paste during concrete placement. Solidly ' butt_joints and provide backup material at joints if required to prevent leakage and prevent fins. ' 2.05 EARTH FORMS A. Side forms for footings may be omitted, and concrete may be placed directly against excavation, only when requested by the Contractor and approved by the Owner, providing such placement is permitted by the local governmental agency having jurisdiction. B. When omission of forms is accepted, provide additional concrete 1 inch on each side of the minimum design ' profiles and dimensions shown on the Drawings. ' PART 3 EXECUTION 3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions -detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. ' 03100 - 2 1 03100 ' 3.02 FORM CONSTRUCTION A. Construct forms complying with ACI 347 to the exact sizes, ' shapes, lines and dimensions shown, and as required to obtain accurate alignment, location, grades, and level and plumb work in the finished structure. B. Provide for openings, offsets, keyways, recesses, moldings, reglets, chamfers, blocking, screeds, bulkheads, anchorages, inserts and other features as required. C. Locate control joints as indicated on the Drawings. ' D." Provisions for other trades: 1. Provide openings in concrete formwork to accommodate work of the other trades. 2. Verify size and location of openings, recesses, and ' chases with the trade requiring such items. 3. Accurately.place and securely support items to be built into the concrete. ' 3.03 FORM COATINGS A. Coat form contact surfaces with form coating compound ' before reinforcement is placed. B. Do not allow excess form coating material to accumulate in the forms or to come in contact with surfaces which will bond to fresh concrete. ' C. Apply the form coating material in strict accordance with the manufacturer's instructions. D. Do not apply form release agent where concrete surfaces ' will receive special finishes. 3.04 REMOVAL OF FORMS ' A. General: 1.. Do not disturb or remove forms until the concrete has ' hardened sufficiently to permit form removal with complete safety. 2. Do not remove shoring until the member has acquired sufficient strength to support its own weight, the ' load upon it and the added load of construction. 3. Do not strip floor slabs in less than 2 days. 4. Do not strip vertical concrete in less than 7 days. B. Finished surfaces: 1. Exercise care in removing forms from finished concrete surfaces so that the surfaces are not marred or 03100 - 3 i ' 03100 gouged, and that the corners are true, sharp and unbroken. 2. Do not permit steel spreaders, form ties or other 1 metal to project from, or be visible on, any concrete surface except where so shown on the Drawings. 3. Solidly pack form tie holes, rod holes and similar ' holes in the concrete with cement grout. Flush the holes with water before packing, screed off flush and grind to match adjacent surfaces. END OF SECTION 1 1 1 1 1 i 1 1 1 03100 - 4 1 03200 CONCRETE REINFORCEMENT 1.01 SUMMARY A. Provide concrete reinforcement where shown on the Drawings,. as specified herein and as needed for a complete and proper installation. ' 1.02 REFERENCES .A. ASTM A615-89: Standard Specification for Deformed and ' Plain Bars for Concrete Reinforcement. B. ASTM A775/A775M-91b: Standard Specification for Epoxy ' Coated Reinforcing Steel Bars. 1.03 QUALITY ASSURANCE ' A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements ' and the methods needed for proper performance of the work of this Section. B. Perform concrete reinforcement work in accordance with ACI 301, unless otherwise specified in this Section. -' PART 2 PRODUCTS ' 2.01 REINFORCEMENT MATERIALS AND ACCESSORIES A. Bars. Deformed billet steel bars, ASTM A615; grade 60. 1 •B. Epoxy Coated Bars: Deformed billet steel bars coated in accordance with ASTM A775. ' B. Steel wire: For tie wire use black annealed steel, 16 gage minimum. C. Welded wire fabric: Welded steel, ASTM A185; plain type ' in coiled rolls; plain finish. D. Fibrous reinforcement: 100% virgin polypropylene, ' fibrillated fibers containing no reprocessed olefin materials and specifically manufactured for use as concrete secondary reinforcement. Volume per cubic yard shall equal a minimum of 1.5 pounds. 2.02 OTHER MATERIALS 03200 1 ' 03200 Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the approval of' the Owner. .2.02 FABRICATION A. Fabricate reinforcing bars to conform to the required shapes and dimensions. B. Place reinforcement, supported and secured against displacement. C. Ensure reinforcing is clean, free of loose scale, dirt or other foreign coatings. PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 FABRICATION A. Fabricate reinforcing.bars to conform to the required shapes and dimensions. B. Place reinforcement, supported and secured against displacement. ' C. Ensure reinforcing is clean, free of loose scale, dirt or other foreign coatings. 3.03 INSTALLATION A. Locate and support reinforcement by metal chairs, runners, bolsters, spacers and hangers as required. B. Place reinforcement to obtain minimum coverages for - concrete protection. C. Arrange,'space and securely tie bars and bar supports together with the specified tie wire. D. Set wire ties so twisted ends are -directed away from . exposed concrete surfaces. 03200 - 2 ' 03200 E. Install welded wire fabric in as long lengths as practicable, lapping adjoining pieces at least one full _ mesh. F: Provide sufficient numbers of supports, and of strength to carry the reinforcement. 3.04 SPLICES ' A. Lap splices: Ties securely with the specified wire to prevent displacement of splices during placement of concrete. y END OF SECTION r 03200 - 3 03300 CAST -IN-PLACE CONCRETE' ,PART 1 GENERAL 1.01 SUMMARY, A. Provide cast -in-place concrete where shown on the Drawings, as specified herein and, as needed for a complete and proper.installation. ' 1.02 QUALITY ASSURANCE 'A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. ' B. Perform cast -in-place concrete work in accordance with ACI 301, unless specified otherwise in this Section. PART 2 PRODUCTS 2.01 CEMENT A. Provide a standard brand of portland cement, ASTM C150, type I or II. 2.02 AGGREGATES ' A. General: Provide hardrock aggregate, ASTM C33, with additional attributes as specified herein. B. Fine aggregate: Provide washed natural sand having strong, hard, durable particles, and containing not more than 2 percent by weight of deleterious matter such as clay lumps, mica, shale or schist. Grade from coarse to fine. ' 'C. Coarse aggregate: 1. Provide coarse aggregate consisting of clean, hard, fine-grained, sound crushed rock or washed gravel, or a combination of both, containing not more than 5 ' percent by weight of flat, chip -like, thin, elongated, friable or laminated pieces, nor more than 2 percent ,by weight of shale or cherty material. 2. Use coarse aggregate of the largest practicable size for each condition of placement. ' 03300 - 1 03300 ' 2.03 WATER A. Use only clean potable water. ' 2.04 CONCRETE MIXES A. :Unless otherwise directed use portland cement to achieve a ' weight of not more than 110 pcf and an ultimate compressive strength of 3000 psi at 28 days. B. Slump: Footings and slabs on grade: 3 inches. ' All other concrete: 4 inches. ' 2.05 OTHER MATERIALS A., Expansion joint filler: Usereformed strips, non- e P extruding and resilient bituminous type, of thickness ' indicated, ASTM D1751. B. Vapor barrier membrane: Use polyethylene sheet of the thickness shown on the Drawings, ASTM D2103. If thickness ' is.not shown on the Drawings, use 6 mil thickness. ' PART 3 EXECUTION 3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which .work of this Section will be performed. Correct conditions detrimental ' to timely and proper completion of the Work. Do not proceed.until unsatisfactory conditions are corrected. 3.02 CONCRETE MIXING A. Concrete for minor work may be mixed at the site in a power mixer when the mixer has a capacity not less than ' one full sack batch. B.. Unless otherwise approved by the Owner, use ready mixed concrete complying with ASTM C94. 3.03 INSERTS,AND.EMBEDDED ITEMS A. Coordinate the various trades who are required to fasten work to the structure, or are required to insert therein any sleeve, box, bolt, anchor or other rough hardware. ' B. Provide every facility for setting all required items accurately in the forms. 03300 - 2 1 ' 03300 C. Conduits and sleeves: 1. Locate so as not to reduce the strength of ' construction. Do not -place pipes, except conduits, in slabs less than 3-1/2.inches in thickness. 2. In placing conduits in slabs on earth, place below the reinforcement and encase in concrete by increasing the thickness of the slab locally to at least 3 inches of concrete around the conduit on all sides. 3.04 CONVEYING AND PLACING CONCRETE A. Before placing concrete, thoroughly clean forms and make tight. B. Do" not place concrete until reinforcement, conduits, outlet boxes, anchors, sleeves, hangers, bolts and other embedded materials are securely and properly fastened in their correct positions. C. Prepare previously prepared concrete by cleaning with steel brush and applying bonding agent. Apply bonding agent in -.strict -accordance with manufacturer's instructions. D. Install Install --vapor barrier under interior slabs -on -grade. Lap joints a minimum of 6 inches and seal watertight. Repair damaged vapor barrier with vapor barrier material lapped over damaged areas a minimum.of 6 inches and sealed watertight. E. Separate slabs -on -grade from vertical surfaces with joint filler, extended from bottom of slab to within 1/4 inch of finished slab surface. F. Place concrete continuous) between een predetermined - expansion., control and construction joints. ■ G. Where new concrete is dowelled to existing work, drill holes in existing work, insert steel dowels and pack with tnon -shrink grout. H. Screed floors, slabs -on -grade and concrete base for toppings level, maintain surface flatness of maximum 1/8 ' inch in 10 feet. I. Thoroughly work concrete around reinforcement and embedded ' fixtures and into corners of forms during placing operations. 1 ' ' 03300 - 3 ' ` 03300 ' J. Completely compact with tamping poles and by tapping forms until the concrete is thoroughly compact and without voids. ' 3.05 CURING A. Immediately after placement, protect concrete from premature drying. B. Maintain concrete with minimal moisture loss at relatively ' constant temperature for a period necessary for hydration of cement and hardening of concrete. END OF SECTION 1 - 1 1 03300 - 4 ' 04220 CONCRETE UNIT MASONRY PART 1 GENERAL 1.01 SUMMARY A. Provide concrete unit masonry and water repellant coating where shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly �. trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Use lightweight hollow load -bearing -concrete masonry units; ASTM C90, N, type I, grade natural gray color. B. Dimensions: Use units of the Dimensions shown on the Drawings. If no size is shown on the Drawings, use units having nominal face dimensions of 16 inches by 8 inches by the depth shown on the Drawings or as required. ' C. Provide the necessary shapes as indicated or otherwise required. 2.02 REINFORCEMENT AND ACCESSORIES A. Bars: ASTM A615, grade 40; use deformed bars for No. 3 and larger.. B. Wire reinforcement: ASTM A82. ' 2.03 OTHER MATERIALS A. Portland cement: ASTM C150, type I. ' B. Lime: 1. Quick lime: ASTM C5. ' 2. Hydrated lime: ASTM C207 type S. C. Aggregate: 1. Sand for mortar: ASTM C144. ' 2. Aggregate for grout: ASTM C404. _ 04220 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 04220 CONCRETE UNIT MASONRY PART 1 GENERAL 1.01 SUMMARY A. Provide concrete unit masonry and water repellant coating where shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART .2 PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Use lightweight hollow load-bearing concrete masonry units; ASTM C90, grade N, type I, natural gray color. B. Dimensions: Use units of the Dimensions shown on the Drawings. If no size is shown on the Drawings, use units having nominal face dimensions of 16 inches by"8 inches by the depth shown on the Drawings or as required. C. Provide the necessary shapes as indicated or otherwise required. 2.02 REINFORCEMENT AND ACCESSORIES A. Bars: ASTM A615, grade 40;'use deformed bars for No. 3 and larger. B. Wire reinforcement: ASTM A82. 2.03 OTHER MATERIALS A. Portland cement: ASTM C150, type I. B. Lime: 1. Quick lime: ASTM C5. 2. Hydrated lime: ASTM C207 type S. C. Aggregate: 1. Sand for mortar: ASTM C144. 2. Aggregate for grout: ASTM C404. D. ''Water: Clean and potable. 04220-1 ' 04220 2.04 MORTAR AND GROUT MIXES A. Mortar: Unless otherwise directed by the Owner, use type S mortar consisting of: 1. One part portland cement; to 2. One-half part lime; to 3. Not more than 'four and one-half parts sand by volume. B. Coarse grout: Use fine grout or coarse grout as designated on the Drawings and in accordance with ASTM C476. 1. Fine grout: Use one part portland cement to three parts sand with sufficient water to achieve fluid consistency. 2. Coarse grout: Use one part portland cement to three parts sand.to two parts coarse aggregate with sufficient water to achieve fluid consistency. ' 2.05 WATER REPELLANT COATING A. Manufacturer: 1. N/A Product 2. N/A Product 3. N/A Product PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section ' wil•1 be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 ENVIRONMENTAL CONDITIONS A. Do not place•masonry units when ar temperature is below 40 degrees F. B. Protect masonry construction from direct exposure to wind and sun when erected in air temperature of 99 degrees F in the. shade, with relative humidity less than 50 percent. 3.03 INSTALLATION ' A. General: 1. Use masonry saws to cut and fit masonry units. 2. Set units plumb, true to line and with level courses accurately spaced. 3. Clean the top surface of foundation free from dirt, debris and laitance, and expose the aggregate prior to installing first course. 4. Accurately fit the units to plumbing, ducts, openings and other interfaces, neatly patching all holes. 04220-2 ' 04220 B. Unless otherwise shown on the Drawings, provide running bond pattern with vertical joints located at center of masonry units in the alternate course below. L C. Reinforcement: 1. Provide reinforcement as shown on the Drawings, fully embedded in grout and not in mortar. 2. Provide required metal accessories to ensure adequate Ialignment of steel during grout filling operations. D. Tooling: Tool joints to a.dense smooth surface with concave pattern. 3.04 GROUTING ' A. Perform grouting in strict accordance to the provisions of the local building code. B. Solidly fill vertical cells containing reinforcement. 3.05 CLEANING A. Clean surfaces of masonry as required for proper application of the specified finishes. 3.06 WATER REPELLANT COATING 1 A. Apply sufficient coats of the specified material to achieve a consistent and uniform appearance, free from runs and sags, and with a uniformly ' resistive surface which will prevent penetration of water through the walls for the required period of warranty. B. Twenty days after application, and as a condition of acceptance of the work, demonstrate by a running water test that the work of this Section will successfully repel water. If evidence of moisture penetration is discovered, apply additional coat or coats of the specified water repellant coating to exterior surface areas as directed by the Owner.Repeat the testing and corrective measures until no moisture penetration is found.- -END OF SECTION 04220-3 05720 HANDRAILS AND RAILINGS ' ,PART 1 GENERAL 1.01 SUMMARY A. Provide handrails and railings where shown on the Drawings, as specified herein and with all accessories t as needed for a complete and proper installation. 1.02 WORK COMPLETED UNDER OTHER SECTIONS ' A. Furnish anchors for concrete or masonry in accordance with manufacturer's instructions and as shown on the Drawings. 1.03. QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. 1.04 STRUCTURAL REQUIREMENTS A. Handrail and guardrail assemblies and attachments shall ' be capable of withstanding a minimum uniform load of pounds applied horizontally/vertically at any point on the top rail. 1.05 DELIVERY STORAGE AND HANDLING ' A. Deliver the materials to the job site in good condition and properly protected against damage to finished surfaces. B. Store material in a location and in a manner to avoid damage. Stacking shall be done in a way which will prevent bending. ' C. Store material in a clean, dry location away from uncured concrete and masonry. Cover with waterproof paper, tarpaulin or polypropylene sheeting in a manner 1 . 05720 - 1 05720 that will permit circulation of air inside the covering. D. Keep handling on site to a minimum. Exercise particular care to avoid damaged finishes of material. PART 2 PRODUCTS 2.01 MANUFACTURER. Railing and components shall be as manufactured by 2.02 MATERIALS AND FINISHES A. Aluminum 1. Extruded pipe: Alloy 6063-T52 meeting ASTM B 221. 2. Drawn pipe: Alloy 6063-T832 meeting ASTM B 483. 3. Reinforcing bars: Alloy 6061-T6 meeting ASTM B 221. 4. Extruded bars: Alloy 6063-T52 meeting ASTM B 221. 5. Extruded posts: 6063-T6 meeting ASTM B 221. 6. Castings: Almag 35 meeting ASTM B 26. 7. Extruded toe board: 6063-T52 meeting ASTM B 221. 8. Anodized finish shall meet the requirements of AAMA 606.1, 607.1 or 608.1 as applicable. 9. Painted finish shall meet the requirements of AAMA 605.1 specification for high performance organic coatings. (1) Color: (2) Type: B. Stainless steel: Type 304. 1. Tubing: ASTM A 269. 2. Bars, shapes and mouldings: ASTM A 276. 3. Finish: C. Acrylic/wood: 1. Handrail moulding species: 2. Finish: 2.03. RAILING SYSTEM A.' Material shall conform to paragraph above. 05720 - 2 05720 B. Railing system shall be permanently anchored/removable. C. Rails 1 Material: 2. Size: .3 . Post reinforcement: D. Posts 1. Material: 2. Size: 3. Post reinforcement: E. Fittings 1. Fittings shall be of.wrought material compatible with rail/post materials. Tee -fittings and elbows which are fabricated from more than one piece shall be of welded construction with no weld marks visible when the fitting is installed. F. Connector sleeves 1. Internal connector sleeves shall be of extruded aluminum. G. Mounting flanges 1. Floor flanges, material: 2. Fascia and heavy duty floor flanges shall have a solid aluminum reinforcing bar. H. Toe board 1. Material: 2.04 FASTENINGS A. All mechanical fasteners used in the assembly of.the railings and posts shall be stainless steel. B. Exposed mechanical fasteners for use with bronze materials shall be manufactured from yellow brass. 2.05 FABRICATION A. Form all changes in direction by miter/radius elbows. B. Cut material square and remove burrs from all exposed edges with no chamfer. 05720 - 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 05720 C. Make exposed joints butt tight and flush. D. Closed exposed ends by use of appropriate end cap. E. For posts set in concrete, furnish matching sleeves or inserts of not less than5 inches long. PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas under which the work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 DISSIMILAR METALS A. When bronze and aluminum components come into contact with dissimilar metals, surfaces shall be kept from direct contact by painting the dissimilar metal with a heavy coat of primer paint. B. When aluminum components come into contact with cement' or lime mortar, exposed aluminum surfaces shall be painted with zinc chromate. 3.03 INSTALLATION A. Install all components in accordance with shop drawings. B. Erect work square and level and free from distortion or defects detrimental to appearance or performance. C. Expansion joints shall be provided to allow for thermal expansion and contraction. . 3.04 CLEANING A. As installation is completed, wash thoroughly using clean water and soap; rinse with clean water. 05720 - 4 ' 05720 B. Do not use acid solution, steel wool or other 1 abrasives. 1 C. If stain remains after washing, remove finish and restore in accordance with NAAMM Metal Finishes Manual. 3.05 REPAIR OF DEFECTIVE WORK A. Remove stained or otherwise defective work and replace with material that meets specification requirements. 1 END OF SECTION 1 1, i 1 1 1 05720 - 5 1 t06100 ROUGH CARPENTRY PART 1 GENERAL 1.01 SUMMARY A. Provide wood, nails, bolts, screws, framing anchors and other items and perform rough carpentry for the construction shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly g y trained and experienced in -the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. Codes and standards: 1. In addition to complying with the pertinent codes and regulations of governmental agencies having jurisdiction, comply with: a. Western Wood Products Association "Product Use Manual"; b. American Plywood Association "Plywood Specification and Grade Guide." 1.03 DELIVERY STORAGE AND HANDLING A. Protection: 1. Deliver the materials to the job site and store, in a safe area, out of the way of traffic, and shored up off the ground surface. 2.. Identify framing lumber as to grades, and store each grade separately from other grades. 3. Protect metals with adequate waterproof outer wrapping. ' 4. Use extreme care in off loading of lumber to prevent damage, splitting and breaking of materials. PART 2 PRODUCTS 2.01 LUMBER MATERIALS A. Use lumber, S4S, S -Dry unless otherwise indicated, grade marked i complying with the following requirements: 1. Girder Framing: Any species and grade complying with allowable unit stresses: a. Fb (min. extreme fiber stress in bending): 825 psi ; b. E (min. modulus of elasticity): 1.2 2. Joist framing: Any species, any grade: ' a. Fb (min. extreme fiber stress in bending): 825 psi; b. E (min. modulus of elasticity): 1.2 3. Rafter.framing: Any species, any grade: ' a. Fb (min. extreme fiber stress in bending): 825 psi; b. E (min. modulus of elasticity): 1.2 06100-1 ' 06100 4. Studding (2-4 inches thick, 2-4 inches wide, 10 feet or ' shorter): "Stud" or No. 3 Structural Light Framing grade, any species graded under WWPA, WCLIB, SPIB or NLGA rules. 5. Non-structural light framing: Standard grade or better. No utility grade. 6. Concealed boards: Standard grade, any species graded under WWPA rules or No. 3 grade southern pine graded under SPIB rules. 7. Sill boards: Pressure treated. 8. Structural light framing: No. 2 or better. 9. Lumber for misc. uses: Unless otherwise indicated, use standard grade lumber for support of other work, including bucks, nailer, blocking, furring, grounds, stripping and similar members. '3 2.02 SHEATHING MATERIALS A. Plywood sheathing: Use APA rated, PS -1 or APA PRP -108. B. Particleboard: Exterior Type 2-M, ANSI A2.08.1. C. Hardboard: ANSI/AHA A135.6. D. Subflooring: APA rated plywood sheathing, exterior, thickness as noted on the Drawings. ' E. Roof sheathing: APA ra g ted plywood, exterior, thickness as noted on the Drawings. ' F. Underlayment: 1. APA rated underlayment, exterior; or ' 2. Particleboard, oriented strand board, waferboard or structural particleboard, with waterproof resin binder. 2.03 MANUFACTURED LUMBER ' A. Manufacturers: l.. Truss Joist or Equal ' 2.04 SHOP FABRICATED TRUSSES A. Manufacturers: 1. Longfellow Lumber, Chico, CA. or equal B. Design Loads: 1. Roof (Deflection limited to 1/240): a. Live load: 30 PSF. b. .Dead load: 15 PSF. C. Snow load: See live load. ' 2. Floor load (Deflection limited to 1/360): a. Live load: 40 PSF. b. Dead load: 15 PSF. . 1 ' 06100-2 ' 06100 2.05 ACCESSORIES A. Fasteners: Galvanized steel for exterior, high humidity, and treated wood locations. Plain finish elsewhere. B. Joist hangers: Galvanized steel, sized to suit framing. C. Anchors: 1. Hollow masonry: Toggle bolt. 2. Solid masonry or concrete: Expansion shield and lag bolt. 3. Steel: Bolt or ballistic fastener. D. Sill gasket on top of foundation wall: Glass fiber strip, width -equal to plate dimension. rE. Sill flashing: Galvanized steel or aluminum. ' .F. Subfloor glue: APA AFG-01, solvent base, waterproof. G. Building paper: No. 15 asphalt felt or spun bonded polyethylene. H. Termite shield: Galvanized sheet steel or aluminum. 2.06 WOOD TREATMENT ' A. Fire retardant: AWPA Treatment C20, exterior type, chemically treated and pressure impregnated. B. Wood preservative, pressure treatment: AWPA Treatment C, using waterborne preservative with 0.25 percent retainage, rated for specific use as noted on the Drawings. ' C. Wood preservative, surface application: Type and color as specified by the Owner. ' 2.07 OTHER MATERIALS A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the approval of the Owner. i PART 3 EXECUTION ' 3.01 SURFACE -CONDITIONS A. Examine the areas and conditions under which work of this Section ' will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not.proceed until unsatisfactory conditions are corrected. ' 06100-3 ' 06100 3.02 WORKMANSHIP A. Install rough carpentry work to comply with the "Manual of House ' Framing" by the National Forest Products Association and with recommendations of the American Plywood Association. B. Produce joints which are tight, true and well nailed, with members assembled in'accordance with the Drawings and with applicable codes and regulations. 3.03 FRAMING A. Do not shim any framing component. B. Frame double joist headers at floor and ceiling openings. Frame rigidly into joists. Frame double joists under wall studding. C. Curb all roof openings except where curbs are provided. Construct curbs of single members per side. D. Install blocking as required to support items of finish and to cut ' off draft openings, both vertical and horizontal, between ceiling and floor areas. ' E. On framing members to receive a finished surface, align the finish substrate to vary not more than 1/8 inch from the plane of surfaces of adjacent furring and framing members. ' 3.04 INSTALLATION OF PLYWOOD SHEATHING A. Placement: Place plywood with face grain perpendicular to supports and continuously over at least two supports. Center joints accurately over ' supports. B. Protect plywood from moisture by use of waterproof covering until ' the plywood has been covered by the next component. C. Place building paper between underlayment and subflooring. D. Place building paper over wall sheathing, weather lap joints and end laps, staple in place. END OF SECTION ' 06100-4 1 I , 061.90 WOOD TRUSSES PART 1 -GENERAL 1.01 SUMMARY A. Provide wood trusses as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 DESIGN REQUIREMENTS A. Roof (Deflection limited to 1/240): a. Live load: 30 PSF. b. Dead load: 15 PSF. C. Snow load: See L.L. B. Floor (Deflection limited to 1/360): a. Live load: 40 PSF. b. Dead load: 15 PSF. 1.03 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B: Truss design, fabrication and installation: Comply with Truss Plate Institute BWT-76, HET -80, PCT -80, TPI -85, QST -88. C. Truss design to be under the direct supervision of a professional structural engineer experienced in design of this Work and licensed in the state where the project is located. PART 2 PRODUCTS 2.01 PLATE CONNECTED WOOD TRUSSES A. Manufacturers: 1. Longfellow Lumber Company, Chico, CA. B. Truss bridging: Type size and spacing recommended by the truss manufacturer. C. Steel connectors: ASTM A446 steel, grade B, hot dipped galvanized. 2.02 ACCESSORIES A. Wood framing for openings: Use wood complying with Section 06100 of these Specifications. 06190-1 06190 ' B. Fasteners: Galvanized steel to suit application. C. Bearing plates: Galvanized steel. 2.03 FABRICATION' A. Fabricate trusses to achieve structural requirements specified. ! B. Brace trusses in accordance with TPI BWT-76. PART 3 EXECUTION 3.01 'SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are ' corrected. 3.02 INSTALLATION A. Coordinate as required with other trades to assure proper and adequate provision in the work of those grades for interface with the work of this Section. B. Hoist the trusses into position with proper bracing secured only at designated lift points. C. Keep out -of -place bending of trusses to minimum. D. Install temporary horizontal and cross bracing to hold trusses plumb and in safe condition until permanent bracing is installed. ' E. Install permanent bracing and related components before applying loads to trusses. F. Tighten any loose connectors. G. Restrict construction loads to prevent overstressing truss members. H. Do not cut or move truss members. I. Place headers and supports to frame openings as required. END OF SECTION 06190-3 06200 FINISH CARPENTRY PART 1 GENERAL 1.01 SUMMARY A. Provide wood, nails, screws 'and other items, and perform finish carpentry for the "construction shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1..02 QUALITY ASSURANCE A. ,Use adequate numbers of skilled workmen who are thoroughly g y traine d 'and•.exper.ienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. ' B. Perform work in accordance with Architectural Woodwork Institute Quality Standards. 1.03 REGULATORY REQUIREMENTS ' A. Comply with local code requirements for fire -resistive construction. IPART 2 PRODUCTS 2.01 LUMBER MATERIALS ' A. Softwood lumber: PS 20; 1. AWI Grade: Premium 2. Moisture content: 6 percent. 3. Species: Fir 4. Type of finish: Stain ' D. Particleboard: Composed of wood chips, waterproof resin binder, sanded faces. E. Hardboard: Pressed wood fiber with resin binder; tempered or service grade. 2.03 OTHER MATERIALS A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the approval of the Owner. PART 3 EXECUTION 3.01 SURFACE CONDITIONS 06200-1 1 ' 06200 A. Examine the areas and conditions under which work of this Section will be ' performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 WORKMANSHIP A. Produce joints which are true, tight and well fastened with all members assembled in accordance with the Drawings. ' B. Make joints to conceal shrinkage. Miter exterior joints. Cope interior joints. Miter or scarf end-to-end joints. ' C. Install trim using pieces as long as possible. D. Fastening: ' 1. Install items straight, true, level, plumb and firmly anchored in place. 2. Nail trim with finish nails of proper dimension to hold the ' member firmly in place without splitting the wood. 3. Nail exterior trim with galvanized nails, making joints to exclude water and setting in waterproof glue or sealant. 4. On exposed work, set nails for putty. 3.03 FINISHING ' A. Sand finished wood surfaces thoroughly as required to produce a uniformly smooth surface. Do not sand wood which is designed to be left rough. ' B. Acceptable finish: No sandpaper mark, hammer mark, or other imperfection. . 3.04 CLEANING ' A. At the end of each working day, and more often if necessary, thoroughly sweep surfaces where refuse from this portion of the Work has settled. B. At the completion of the work of this Section, thoroughly broom clean all surfaces. 1 ' ' END OF SECTION ' 06200-2 06240 PLASTIC LAMINATE PART'l GENERAL 1:01 SUMMARY A. Provide laminated plastic as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS 2.01 LAMINATED PLASTICS A. Use general purpose type, 0.050 inches thick, complying with NEMA LD3. B. Colors and patterns: As shown on the finish schedule or as selected and specified by the Owner. C. Manufacturers: 1. Wilsonart 2.02 ADHESIVES , A. Use only rigid set (urea -resin) or semi-rigid set (PVC acetate) adhesives. PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion.of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 INSTALLATION A. Install the specified plastic laminate in accordance with the manufacturers instructions. END OF SECTION 06240-1 1 ' 06400 ARCHITECTURAL WOODWORK PART 1 GENERAL ' 1.01 SUMMARY A. Provide architectural woodwork as shown on the Drawings, as ' specified herein and as needed for a complete and proper installation. 1.02 SUBMITTALS A.. Provide Owner with the following product data: 1. Samples of the proposed materials; 2. Shop Drawings of sufficient detail to show fabrication, ' installation, anchorage, and interface of the work of this Section with work of other trades. 1.03 QUALITY ASSURANCE ' A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the ' specified requirements and the methods needed for proper performance of the work of this Section. B. In addition to complying with applicable codes and regulations, ' perform work in accordance with the Architectural Woodwork Institute Quality Standards. I PART 2 PRODUCTS 2.01 CASEWORK' C. Casework - laminate clad: ' 1. 2. AWI quality grade: custom. Construction: flush overlay design. 3. Exposed surfaces: Wilsonart: To be selected (laminate selection). 4. Semi -exposed surfaces: As determined by AWI quality grade. D. Casework doors: Doors 1-3/8 inches thick or thicker shall be solid core. ' E. Casework hardware:,Install all cabinet hardware as follows: 1. Drawer.slides: 4000 Series by Accuride 2. Shelf standards and brackets: 255 & 237 Knape & Vogt ' 3. Sliding door track and hangers: N/A 4. Hinges: Modul by Blum 5. Catches: 905 BR Dip by Knape & Vogt. ' 6. Pulls: 3" 18-8 Stainless steel by Lamp ' 06400-1 06400 7. Clothes pole: 11/4" DIA Alum 8. Clothes hooks: N/A 9. Locks: CB -281 and Lp-100 Doors over 18" high by Timberline Supply. F. Tops: 1. AWI quality grade: custom 2. High pressure laminate tops: Wilsonart (laminate selection). G. Stairwork and handrails: 1. AWI quality grade: Premium/custom/economy. 2.:• Treads and nosings: (species). 3. Risers, stringers, skirts: (species). '4. Balusters: _ (specie/style). 5., Hand rail: (specie/style). PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 FIELD MEASUREMENTS A. Take necessary field measurements to assure proper dimensions for the work of this Section. 3.03 FABRICATION A. Fabricate the work of this Section in accordance with the approved Shop Drawings and the referenced standards. 3.04 INSTALLATION A. Install the work of this Section in accordance with the approved Shop Drawings and the referenced standards. B. Anchor all work firmly into position. END OF SECTION 06400-2 06405 CABINETS'AND FIXTURES ' PART 1 GENERAL SUMMARY A. Provide prefinished cabinets, show cases, display racks, and similar items as shown on the Drawings, as specified herein and as needed for a complete ' and proper installation. 1.02 SUBMITTALS A. Provide Owner with the following product data: 1. Samples of the proposed materials; 2. Shop Drawings of sufficient detail to show fabrication, installation, anchorage, and interface of the work of this Section with work of other trades. 1.03 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. In addition'to complying with applicable codes and regulations, perform work in accordance with the Architectural Woodwork Institute Quality Standards. 1.04 •DELIVERY, STORAGE AND HANDLING ' A. Provide protection as needed to assure that the work of this Section remains undamaged during fabrication, installation and the final acceptance of the total Work. B. Do not deliver cabinets and fixture materials or products to the job ' site until concrete and plaster installations are completed and dry, nor until the building interior has attained a relative humidity of 50-55 percent at 70 degrees F. ' PART 2 PRODUCTS 2.01 LUMBER MATERIALS ' A. Particleboard: Composed of wood chips, waterproof resin binder, sanded faces. ' B. Hardboard:` Pressed wood fiber with resin binder; tempered or service grade. 06405-1 ' _06405 ' 2.02 GLASS A. Glass: Use fully tempered clear float glass, thickness as shown on ' the Drawings. B.. 'Mirrors: Use float glass, mirror quality, thickness shown on the Drawings. Grind edges evenly and flat polish with no wheel laps. 2.03 LAMINATED PLASTICS 'A. Use general purpose type, 0.050 inches thick, complying with NEMA LD3. B. Colors and patterns: As shown on the finish schedule or as selected ' and•'specified by the Owner. C. Manufacturers: 1. Wilsonart ' D. Adhesives: Use only rigid set (urea -resin) or semi-rigid set (PVC acetate) adhesives. ' 2.04 ELECTRICAL COMPONENTS A. Design the electrical installation to terminate in junction boxes ' located as closely as possible to the building junction boxes. B. Provide materials complying with the National Electrical Code, National Board of Fire Underwriters requirements and other applicable codes and regulations. 2.05 HARDWARE A. Casework hardware: Install all cabinet hardware as follows: 1. Drawer slides: 4000 Series by Accuride 2. Shelf standards and brackets: 255 & 237 Knape & Vogt ' 3.. Sliding door track and hangers: N/A 4. Hinges: Modul by Blum 5. Catches: 905 BR DIP by Knape & Vogt ' 6. Pulls: 3" 18-8 Stainless Steel by Lamp 7. Locks: CB -281 and LP -100 Doors over 18" tall by Timberline SuPP1Y• ' 2.06 OTHER MATERIALS A. Provide other materials not specifically described but required for ' a complete and proper installation as selected by the Contractor subject to the approval of the Owner. 06405-2 110 -HI PART 3 EXECUTION 3.01 SURFACE CONDITIONS' A. Examine'the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 INSTALLATION A. Install the work of this Section at the locations shown on the Drawings and in accordance with the approved Shop Drawings'. B. Coordinate the time of installation with availability of other trades to make required utility connections. C. Upon completion of the installation, thoroughly clean each item using only the cleaning materials recommended by the manufacturer of the item being cleaned. END SECTION 1 1 1 1 06405-3 07210 BUILDING INSULATION PART 1 GENERAL ' 1.01 SUMMARY A. Provide building insulation as shown on the Drawings, as specified ' herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE ' A. Use adequate numbers of skilled workmen who are thoroughlyltrained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work ' of this Section. r PART 2 PRODUCTS 2.01 INSULATION MATERIALS ' A. Batt insulation: ASTM C655, preformed glass fiber batt. 1. Thermal resistance: R of 38 Ceiling, R-13 Walls. 2. Facing: Unfaced Ceiling, kraft faced walls. ' B. Glass fiber loose fill: Blown in type. 1. Thermal resistance required: R of 38. 2. Required installed thickness: 15.5" ' C. Cellulose loose fill: Blown in type. 1. Thermal resistance required: R of 38. 2. Required installed thickness: 15.5". 2.02 OTHER MATERIALS A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the approval of the Owner. ' PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section ' will be performed. Correct.conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. ' 07210-1 07210 3.02 INSTALLATION - FOUNDATION PERIMETER.- BOARD INSULATION A. Apply adhesive and install boards on foundation perimeter. Stagger joints. Butt edges and ends -tight to adjacent board and to protrusions. 3.03 INSTALLATION - EXTERIOR WALLS - BOARD INSULATION A. Adhere strip of polyethylene sheet over substrate joints using adhesive. Tape seal joints. B. Install boards on wall surface using adhesive in accordance with the manufacturer's instructions. r C. Stagger joints. Butt edges and ends tight to adjacent board and to protrusions. 3.03 INSTALLATION - BATT INSULATION A. Install insulation and vapor barrier in accordance with manufacturer's instructions. B. Install in exterior walls, roof and ceiling spaces without gaps or voids. C. Install with factory applied membrane facing warm side of building spaces. Attach flanges of facing to framing members. 3.04 INSTALLATION - BLOWN -IN INSULATION A. Install insulation and vapor barrier in accordance with manufacturer's instructions. B. Install in exterior walls, roof and ceiling spaces without gaps or voids.' END OF SECTION 07210-2 1 ' 07311 ASPHALT SHINGLES PART 1 GENERAL ' 1.01 SUMMARY A. ' Provide granular surfaced asphalt shingle roofing as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE ' A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the ' specified requirements and the methods needed for proper performance of the work of this Section. B. Perform work in accordance with NRCA Steep Roofing Manual. ' 1.03 ENVIRONMENTAL REQUIREMENTS ' A. Do not install shingles when ambient temperatures are below that required by the product manufacturer. ' PART 2 PRODUCTS 2.01 ASPHALT SHINGLES ' A. Manufacturers: 1. ELK Product: Prestique I Color: To Match Exist. ' B. Use self-sealing shingles complying with: 1. Organic felt base: ASTM D225; a. Weight : 95.5 lbs/square; b. Tab type: 5-5/8" Exposure. 2.02 UNDERLAYMENT ' A. Use No. 15 asphalt saturated roofing felt. 2.03 ACCESSORIES ' A. Nails: Hot dipped zinc coated steel type, of sufficient length to penetrate roof sheathing. ' B. Staples: Hot dipped zinc coated steel type, of sufficient length to penetrate roof sheathing.. ' C. Plastic cement: 'Use asphalt type with mineral fiber components. ' 07311-1 1 ' 07311 ' 2.04 FLASHING A. Sheet flashings: ' 1. Steel: ASTM A361, 26 gage thickness, galvanized. 2. Aluminum: ASTM B209, 26 gage thickness. ' PART 3 EXECUTION 3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are ' corrected. 3.02 PREPARATION ' A. Verify that plumbing stacks and roof penetrations are flashed to deck surface. B. Verify roof deck surfaces are dry, free from ridges, warps or voids. Broom clean surfaces.• ' 3.03 FLASHING FABRICATION A. Form flashings to protect roofing materials from physical damage and shed water. Form sections in maximum possible lengths, free from distortion or ' defects. B. Hem exposed edges of flashings minimum of 1/4 inch on underside. ' 3.04 INSTALLATION 7 EAVE PROTECTION A. Place eave and gable end metal flashings tight with fascia boards. Weather lap joints and seal with plastic cement. Secure flange with nails. ' 3.05 INSTALLATION - UNDERLAYMENT ' A. Install underlayment perpendicular to slope of roof. B. Place one ply of underlayment over unprotected area with ends and ' edges weather lapped and nailed. Stagger end laps of each consecutive layer. C. Seal items projecting through roof watertight using weather lap with plastic cement. ' 3.06 INSTALLATION — VALLEY PROTECTION A. Place one layer of sheet metal flashing, minimum of 24 inches wide, ' centered over open valleys and crimped to guide water. Weather lap joints and nail in place. ' 07311-2 07311 3.07 INSTALLATION - ASPHALT SHINGLES A. Install shingles in accordance with manufacturer's instructions. B. Use double course of shingles at eaves. C. Place shingles in straight coursing pattern with required weather exposure so as to produce double thickness over entire roof area. D. Extend shingles 3/4 inch over eaves and 1/2 inch over gable end fascia boards. E. Valleys: Close cut/woven pattern. F. Cap hips and ridges with individual shingles, maintaining weather exposure. Place so as to avoid exposed nails. G. Complete installation to provide weathertight roofing system. END OF SECTION ' 07311-3 1 , 11 ' 07600 FLASHING AND SHEET METAL PART 1 GENERAL ' 1.01 SUMMARY A. Provide flashing and sheet metal not specifically described in other ' Sections of these Specifications but required to prevent water penetration through the exterior shell of the building and as needed for a complete and proper installation. ' 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the ' specified requirements and the methods needed for proper performance of the work of this Section. ' B. Perform work in accordance with the following: 1. Aluminum Association - Aluminum Construction Manufacturer: Aluminum Sheet Metal Work and Building Construction. ' 2. Copper Development Association - Contemporary Copper, A Handbook of Sheet Copper Fundamentals, Design, Details and Specifications, • Copper Roofing - A Practical Handbook, and Sheet Copper Applications. 3. National Roofing Contractors Association - Roofing Manual. ' 4. SMACNA - Architectural Sheet Metal Manual. 1.03 DELIVERY, STORAGE AND HANDLING A. Stack preformed material to prevent twisting, bending or abrasion and to provide ventilation. PART 2 PRODUCTS 2.01 SHEET MATERIALS A. Galvanized steel: ASTM A525, G90, 26 gage core steel. ' B. Aluminum: ASTM B209,•26 gage. C. Copper: ASTM B370, 0.032 inch thick, natural finish. ' 2.02 ACCESSORIES A. Fasteners: Finish exposed fasteners same as flashing metal. ' B. Gutter and downspout anchorage devices: Type recommended by fabricator. 07600-1 ' 07600 1 C. Gutter supports: Brackets, straps or spikes and ferrules. ' D. Downspout supports: Brackets or straps. E. Underlayment: No. 15 asphalt saturated felt. 2.03 COMPONENTS ' A. Gutters: Rectangular/square SMACNA style profile. B. Downspouts: Rectangular/square/round profile. ' C. End caps, downspout outlets: Profiled to suit gutters and downspouts. ' D. Splashblocks: Precast concrete type of sizes and profiles indicated; 3,000 psi concrete. y 2.04 FABRICATION . A. Form components true to shape, accurate in size, square and free from distortion or defects. Form pieces in longest practical lengths. ' B. Hem exposed edges 1/2 inch on underside; miter and seal corners. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. PART 3 EXECUTION 3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are ' corrected. 3.02 INSTALLATION A. Install starter and edge strips and cleats. B. Secure flashings, gutters and downspouts in place using specified ' fasteners. C. Apply plastic cement compound between metal work and felt flashings. ' D. Fit components tight in place. Make corners square, surfaces true and straight in planes and lines accurate to profiles. ' E. Slope gutters 1/4 inch per foot. F. Set splash blocks under downspouts. ' G. Seal joints watertight. END OF SECTION ' 07600-2 07920 SEALANTS AND CALKING PART 1 GENERAL ' 1.01 SUMMARY A. Throughout the Work, seal and calk joints where shown on the ' Drawings and elsewhere as required to provide a positive barrier against passage of moisture and air. 1.02 QUALITY ASSURANCE, ' A. Use adequate numbers of skilled workmen who are thoroughly trained 9 Y and experienced in the necessary crafts and who are completely familiar with the ' specified requirements and the methods needed for proper performance of the work of this Section. 1.03 DELIVERY, STORAGE AND HANDLING A. Do not retain at the job site any material which has exceeded the shelf life recommended by the manufacturer. PART 2 PRODUCTS ' 2.01 SEALANTS A. Colors: Colors for each sealant installation will be selected by ' the Owner from standard colors normally available from the specified manufacturer. 2.02 ACCESSORIES ' A. Primer_: Non -staining type recommended by sealant manufacturer. B. Joint cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint compounds. C. Bond breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. ' PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper ' completion of the Work. Do not proceed until unsatisfactory conditions are corrected. ' 07920-1 3.02 PREPARATION ' - A.- Verify that surfaces are joint J read to receive work and that j Y measurements and surface conditions are as recommended by sealant manufacturer. ' B. Remove loose materials and foreign matter which may affect adhesion of sealant. ' 3.03 INSTALLATION A. Clean joints and install sealant in accordance with manufacturer's ' instructions. B. Apply sealant within recommended temperature ranges. ' C. Tool joints concave. END OF SECTION 1 ' 07920-2 i08100 METAL DOORS AND FRAMES t PART 1 GENERAL 1.01 SUMMARY A. Provide metal doors and frames as shown on the Drawings, as ' specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE ' A. Use adequate. numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work ' of this Section. 1 PART 2 PRODUCTS 2.01 METAL DOORS A. Manufacturers: ' 1. Amweld Building Products Inc. Product 1500 Series ' B. complying Type and design: Provide specified design fabricated from metal with ASTM A40, with tightly hemmed vertical seam on lock and hinge edges, with top flush channel and beveled lock edge, in the dimensions and types shown on the Drawings or listed in the Door Schedule, reinforced for the finish ' hardware being provided. C. Clean and shop prime each door for finish painting which will be performed at the job site. ' 2.02 METAL FRAMES A. Manufacturers: ' 1. Amweld Building Products Inc. Product Series 400 & 800 B. Provide frames in the dimensions and types shown on the Drawings and ' listed in the Door Schedule, properly reinforced for the finish hardware being provided. The frames may either be welded or knock -down type at the Contractor's option. ' C. Clean and shop prime each frame for finish painting which will be performed at the job,site. ' PART 3 EXECUTION , 1 08100 3.01 SURFACE CONDITIONS If A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 INSTALLATION A. Where practicable, place frames prior to construction of enclosing walls and ceilings. B. Set frames accurately in position, plumbed, aligned and braced securely. C. After wall construction is completed, remove temporary braces, leaving surfaces undamaged. D. When installed in -prepared openings in concrete construction, use sealant between frame and concrete. 3.03 ADJUSTMENT A. Check and adjust operating doors and adjust as necessary. 3.04 CLEANING A. Immediately after installation, sand smooth any rusted and damaged areas and apply touch-up of primer. END OF SECTION f 08100-2 1 1 1 1 08210 WOOD DOORS PART 1 GENERAL 1.01 SUMMARY A. Provide wood doors complete in place with finish hardware installed as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. B. In addition to complying with applicable codes and regulations, comply with "Architectural Woodwork Quality Standards" of the Architectural Woodwork Institute, for the grade or grades specified. 1.03. DELIVER, HANDLING AND STORAGE A. Deliver doors to the site after plaster and cement are dry and after the building has reached the average prevailing humidity of its locale. PART 2 PRODUCTS A. Manufacturers: 1. Marlite Doors Style: Flush panel, particle brd core. AwI PC-HPDL W Model SAA Frames. B. Provide wood doors of the types, designs and dimensions shown on the Door Schedule or on the Drawings. C. For hollow core doors, provide core construction as needed to accommodate finish hardware. PART 3 EXECUTION 3.01 ,SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 08210-1 08210 3.02 INSTALLATION A. Fitting: Unless doors are completely fitted at the mill, fir them for width by planing and fit them for height by sawing to the following clearances: 1. Bottom: 1/2 inch maximum; 2. Top: 1/8 inch maximum; 3. Lock and hinge edges: Bevel 1/8 inch in 2 inches maximum. B. Install finish hardware in accordance with the manufacturer's instructions. END OF SECTION 08210-2 ' 08520 ALUMINUM WINDOWS PART 1 GENERAL ' 1.01 SUMMARY A. Provide aluminum windows and screens as listed on the Window Schedule, as shown on the Drawings, as specified herein and as needed for a complete and proper installation. All windows shall match existing. 1.02 QUALITY ASSURANCE ' A. Use adequate numbers of skilled workmen who are thoroughly trained g Y and experienced in the necessary crafts and who are completely familiar with the ' specified requirements and the methods needed for proper performance of the work of this Section. ' PART 2 PRODUCTS 2.01 ALUMINUM WINDOWS ' A. Provide aluminum windows of the types and dimensions shown on the Window Schedule, complying with the following standards as defined in ANSI-AAMA 101-85: ' 1. Double hung: DH -C20 2. Casement: C-20 3. Awning: A7C20 4. Sliding: HS -C20 B. Provide anodized finish; color: Dark Bronze to match existing. ' C. Factory glaze with channel type vinyl gaskets and clear glass. PART 3 EXECUTION ' 3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are ' corrected. 3.02 INSTALLATION ' A. Install the windows in accordance with the.selected manufacturer's instructions. 08520-1 ' 08520 3.03 CLEANING ' A. Labels: Leave labels in place, intact and legible, until reviewed and approved by the Owner. ' B. Upon completion of installation and inspection, thoroughly clean all exposed surfaces of windows and screens in accordance with Section 01710 of these Specifications. END OF SECTION ' 08710 FINISH HARDWARE PART 1 GENERAL 1.01 SUMMARY A. Provide finish hardware, trim attachments and fastenings required to complete the Work as shown on the Drawings, as specified herein and as needed for a complete and proper installation. ' 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the ' specified requirements and the methods needed for proper performance of the work of this Section. ' PART 2 PRODUCTS 2.01 GENERAL ' A. Fasteners: 1. . Furnish necessary screws, bolts and other fasteners of suitable size and type to anchor the hardware in position. ' 2. Use fasteners which are consistent with the hardware as to finish and material. ' B. Where butt hinges are required to swing 180 degrees, use hinges of sufficient throw to clear door trim. 2.02 KEYING ' A. Factory key and master key locks and cylinders as directed by the Owner. ' B. Furnish two keys for each lock and two masterkeys if required. C. Construction keying: 1. Provide a construction masterkey system with five keys. 2. Upon Completion of the Work, void the construction key system and, in the presence of the Owner, demonstrate that the specified keying system ' is operating properly. D. Identification and delivery: Identify permanent keys with tags and deliver directly to the Owner. 08710-1 08710 2.03 ACCEPTABLE PRODUCTS A. Finish hardware schedule: Hardware Item: Finish: Manufacturer: No. 1-5 Butt hinges: 4 1/2" Life Stan Bearing 626 Stanley Locks: D Series Rhodes (D50PD) USB 612 Schlage Closers: 4040 Series LCN Thresholds: 158D D Pemko 2-5 Butt Hinges 4 1/2" Life Stan Bearing 626 Stanley ' Locks D series Rhodes (D50PD) USB 612 Schlage Closer 4040 Series it LCN 1 Butt Hinges 4 1/2' Life Stan Bearing 626 Stanley Lock D series Rhodes (D50PD) USB 612 Schlage Electrified lock 2 Butt Hinges 4 1/2" Life Stan Bearing 626 Stanley Lock D series Rhodes (D50PD) 4-5 Butt Hinges'4 1/2" Life Stan Bearing 626 Stanley Lock D series Rhodes (D405) USB 612 Schlage 2.04 OTHER MATERIALS A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the approval of the Owner. PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 INSTALLATION A. Install all finish hardware in accordance with the manufacturer's instructions. B. Upon completion of installation adjust all hardware as required to assure smooth and proper operation. 08710-2 END OF SECTION ' 08800 GLAZING PART 1 GENERAL 1.01 SUMMARY ' A. Provide glazing and glazing accessories as shown on the Drawings, as ' specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE 'A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work ' of this Section. B. In addition to complying with applicable codes and regulations, comply with: ' 1. Flat Glass Marketing Association: a. "Glazing Sealant Manual"; b. "Glazing Manual." ' 1.03 DELIVERY, STORAGE AND HANDLING ' A. During storage and handling of glass, provide cushions at edges to prevent impact damage. PART 2 PRODUCTS 2.01 GLASS ' A. General: For all glass, provide the Drawings. type and thickness shown on the B. Manufacturers: ' 1. PPG Product: Clear Glass 2. Interpane (Transparent Mirror) Product: Mirrorvue ' 2.02 SEALED INSULATING GLASS MATERIALS A. Manufacturers: .1. PPG 31" insulating Glass unit 2., Insulgard Security Glazing syst. Product: Product: Clear Glass PL 375 2 Ply 2.03 OTHER MATERIALS ' A. Provide other materials described not specifically but required for a complete and proper installation as selected by the Contractor subject to the approval of the Owner. 1 PART 3 EXECUTION 1 . ' 3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which work of this Section will be performed. Correct -conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. ' B. Clean glazing channels, stops, and rabbets to receive the glazing materials. Remove any deleterious substances which might impair the work. ' 3.02 INSTALLATION A. Locate setting blocks at sills one quarter of the width of the glass in from each end of the glass, unless otherwise instructed by the manufacturer. Use blocks of the proper size in accordance with the manufacturer's instructions. ' B. Set glass in a manner which produces the greatest possible degree of uniformity in appearance. ' C. Do not use two different glazing materials in the same joint system. D. Miter cut and seal the joints of glazing gaskets in accordance with ' the manufacturer's instructions to provide watertight and airtight seal. 3.03 PROTECTION ' A. Protect glass from breakage after installation by promptly installing streamers or ribbons, suitably attached to framing and held free from the glass. Do not apply warning markings directly to the glass. ' END OF SECTION 11 i ' 08800-2 09200 PART 1 GENERAL LATH AND PLASTER 1.01 SUMMARY A. Provide lath and plaster as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS 2.01 METAL MEMBERS A. Manufacturers: 1. Alabama Metal Industries Product: B. Steel channels: ASTM A109 or ASTM A303. C. Metal plastering accessories: 1. Fabricate from 26 gage or heavier hot -dipped galvanized steel. 2. . Use manufacturer's standard shapes specifically designed for the proposed use. D. Metal lath: 1. Use paper -backed metal lath welded or woven so as to provide not less than 1/4 inch keying between wire and paper backing. 2. Comply with Fed Spec QQ-L-101. 2.02. PLASTER A. Manufacturers: 1. La Habra Products Inc. Product: 3 Coat cement base B. Cement: ASTM C150, type I. C. Lime: Hydrated lime; ASTM C206. D. Sand: ASTM C144. E: Water: Clean and potable. 09200-1 09200 2.03 OTHER MATERIALS A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the approval of the Owner.. Y ' PART 3 EXECUTION 3.01 SURFACE CONDIT-IONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 INSTALLATION OF LATH A. Install the approved metal lath in accordance with the manufacturer's instructions. 3.03 PLASTERING A. Scratch coat: Apply with sufficient material and force so as to form good keys and filling all spaces of lath. Score to receive the brown coat. B. Brown coat: Apply brown coat to scratch coat allowing 48 hours of drying time between coats. Bring out to grounds, straighten to a true surface and leave rough enough to assure adequate bond of finish coat. C. Finish coat: Apply medium textured finish coat in a pattern approved by the owner. 3.04 CLEANING UP' A.'' Wipe metal accessories clean after'application of each coat. B. Protect adjacent surfaces from accidental application of plaster. C. Upon completion of the work of this Section, visually inspect adjacent surfaces.and remove all traces of spilled and splashed plaster. END OF SECTION 09200-2 1 ' - 09260 GYPSUM WALLBOARD SYSTEM PART 1 GENERAL 1.01 SUMMARY A. Provide gypsum drywall and accessories where shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS 2.01 GYPSUM WALLBOARD A. Gypsum board types: Thickness as shown on the Drawings. If no thickness is shown use 1/2 inch; maximum permissible length; complying with the following: 1. Standard type: ASTM C36. 2. Fire rated type: ASTM C36 fire resistive, UL rated. 3. Moisture resistant type: ASTM C630. 4. Exterior gypsum soffit Board: ASTM C931. 5. Foil faced gypsum board: ASTM C36. 6. Gypsum sheathing board: ASTM C79. 7. Cementitious backing board: High density, cementitious, glass fiber reinforced. 2.02 ACCESSORIES A. Acoustical insulation: ASTM C665, preformed mineral wool, friction type fit, unfaced. B. Acoustical sealant: Non -hardening, non -skinning, specified for use with gypsum board. C. Joint materials: ASTM C475, reinforcing tape, joint compound, adhesive and water. D. Corner beads: Metal. E fasteners: ASTM C1002 type W nails or ASTM C1002 type S12 hardened screws. 09260-1 ' 09260 2.03 OTHER MATERIALS 1 A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the ' approval of the.Owner. PART 3 EXECUTION ' 3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. ' 3.02 INSTALLATION A. Install gypsum board in accordance with manufacturer's instructions. B. Fasten gypsum board to furring or framing with nails or screws. C. Place control joints consistent with lines of building spaces as ' directed. D. Place corner beads at external corners. Place edge trim where gypsum board abuts dissimilar materials. 3.03 JOINT TREATMENT ' `A. Tape, fill and sand exposed joints, edges and corners to a smooth ready y to receive finish. B. Taping filling and sanding is not required on surfaces behind ' adhesive applied ceramic tile. 3.04 CLEANING A. Use necessary care to prevent scattering gypsum wallboard scraps, plaster, dust and to prevent tracking plaster materials onto floor surfaces. ' B. At the completion of installation promptly pick up and remove from the working area all scrap., debris and surplus material. END OF SECTION 09269-2 09660 RESILIENT TILE FLOORING PART 1 GENERAL ' 1.01 SUMMARY A. Provide resilient flooring as shown on the Drawings, as specified ' herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE ' A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work ' of this Section. 09660-1 PART 2 PRODUCTS 2.01 MATERIALS, GENERAL A. Provide colors and patterns as selected by the Owner as indicated on ' the Interior Finish Schedule or on the Drawings. ' B. Adhesives: 'Use waterproof recommended by the manufacturer of the and stabilized type adhesive as material being installed. C., Concrete slab primer: Use non -staining type as recommended by the ' manufacturer of the material being installed. 2.02 RESILIENT MATERIALS ' A. Reinforced vinyl tile: 12 x 12 x 1/8 inches B. Manufacturers: ' 1. Mannington Product: Fine Fields 2.04 Vinyl BASE A. Provide topset rubber base as selected by the Owner. B. Manufacturers: 1. Roppe Product: Vinyl Cove Base 2.05 OTHER MATERIALS A. Provide other materials not specifically described but required for ' a complete and proper installation as selected by the Contractor subject to the approval of the Owner. 09660-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MM PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Subfloors: 1. Verify that substrate is smooth level and at required finish elevationand varies no more than 1/8 inch in 10 feet. Broom clean or vacuum the surfaces to be covered. B. Priming: Apply concrete slab primer as recommended by the manufacturer of the material being used. 3.03 INSTALLATION A. Install materials only after finishing operations, including painting have been completed and after permanent heating system is operating. B. Verify that the moisture content of concrete slabs, building air temperature and relative humidity are within the limits recommended by the manufacturer of the materials being used. C. Place materials using adhesive cement in accordance with the manufacturer's instructions. 1. Butt units tightly to vertical surfaces, nosings, edgings'and thresholds. 2. Place tiles tightly laid and in straight parallel lines. 3. Extend units into toe spaces, door reveals and in closets and similar spaces. 3.04 CLEANING A. Remove excess adhesive and other blemishes from exposed surfaces using neutral cleaner recommended by the flooring manufacturer. END OF SECTION 09665 RESILIENT SHEET FLOORING PART 1 GENERAL. 1.01 SUMMARY A. Provide resilient sheet flooring as shown on the Drawings, as ' specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE ' A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work ' of this Section. ' PART 2 PRODUCTS 2.01 MATERIALS, GENERAL ' A. Provide colors and patterns as selected by the Owner as indicated on the Interior Finish Schedule or on the Drawings. B. Adhesives: Use waterproof and stabilized type adhesive as recommended by the manufacturer of the material being installed. C. Concrete slab primer: Use non -staining type as recommended by the ' manufacturer of the material being installed. 2.02 RESILIENT MATERIALS ' A. Sheet vinyl: Manufacturers: 1. Armstrong Product: Commencement Corlon ' 2.03 OTHER MATERIALS . A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the approval of the Owner. PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. ' 09665-1 09665 3.02 PREPARATION A. Subfloors: 1. Verify that substrate is smooth level and at required finish elevation and varies no more than 1/8 inch in 10 feet. Broom clean or vacuum the surfaces to be covered. B. Priming: Apply concrete slab primer as recommended by the manufacturer of the material being used. 3.03 INSTALLATION A. Install materials only after finishing operations, including painting have been completed and after permanent heating system is operating. .B. Verify that the moisture content of concrete slabs, building air temperature and relative humidity are within the limits recommended by the manufacturer of the materials being used. C. Place materials using adhesive cement in accordance with the manufacturer's instructions. 1. Butt units tightly to vertical surfaces, nosings, edgings and thresholds. 2. Place tiles tightly laid and in straight parallel lines. 3. Extend units into toe spaces, door reveals and in closets and similar spaces. 3.04 CLEANING . A. Remove excess adhesive and other blemishes from exposed surfaces using neutral cleaner recommended by the flooring manufacturer. END OF SECTION 09665-2 ' 09680 CARPETING (GLUE -DOWN) ' 2.02 ADHESIVE A. Use waterproof, strippable type recommended by carpet manufacturer. ' 2.03 OTHER MATERIALS , A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the 'approval of the Owner.} ' PART 3 EXECUTION 3.01 SURFACE CONDITIONS ' A. ..Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are ' corrected. 3.02 PREPARATION ' A. Thoroughly clean substrate and remove oil, grease, paint, varnish and other items which would adversely affect the bond of the adhesive. B. Ensure that substrate is level and free from irregularities. ' 09680-1 PART 'l GENERAL ' 1.01 SUMMARY. A. Provide carpeting and carpet accessories as shown on the Drawings, ' as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE ' A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work ' of this Section. PART 2 PRODUCTS 2.01 CARPET MATERIALS A. Manufacturers: ' 1. Krause Product: 30Oz Level Loop ' 2.02 ADHESIVE A. Use waterproof, strippable type recommended by carpet manufacturer. ' 2.03 OTHER MATERIALS , A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the 'approval of the Owner.} ' PART 3 EXECUTION 3.01 SURFACE CONDITIONS ' A. ..Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are ' corrected. 3.02 PREPARATION ' A. Thoroughly clean substrate and remove oil, grease, paint, varnish and other items which would adversely affect the bond of the adhesive. B. Ensure that substrate is level and free from irregularities. ' 09680-1 1 ' 09680 ' 3.03 INSTALLATION A. General: ' 1. Scribe the carpet accurately to vertical surfaces. 2. Align the lines of the carpet. Do not use fill strips less than 6 inches wide. Lay all carpet in the same direction. ' B. Seams: Locate seams out of the way of traffic to the maximum extent possible. Fabricate 'seams using a butt joint and properly bead and seal. Do not stretch seams. ' 3.04 PROTECTION A. Provide protection for installed carpet in the form of heavy non- staining paper or plastic as required. 3.05 SURPLUS MATERIAL A. Allow the Owner to inspect and select from scrap carpet remaining ' after the installation.' END OF SECTION 1 09680-2 1 ' 09900 PAINTING PART 1 GENERAL ' 1.01 SUMMARY A. ' Paint and finish exposed surfaces using the combination of materials listed on the Painting Schedule in Part 3 of this Section, as specified herein and as needed for a complete and proper installation. ' B. Definitions: 1. "Paint," as used herein, means coating systems materials including primers, emulsions, epoxy, enamels, sealers, fillers and other applied materials whether used as a prime, intermediate or finish coat. ' 1.02 QUALITY ASSURANCE ' A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. . I B. Paint coordination: 1. Use finish coat materials which are compatible with the prime coats actually used. 2.• Provide barrier coats over noncompatible primers, or remove the primer and reprime as necessary. 1.03 ENVIRONMENTAL CONDITIONS A. Do not apply solvent -thinned paints when the temperature of surfaces to be painted and the surrounding air temperatures are below 45 degrees F, unless permitted by the materials manufacturer. B. Do not apply paint in snow, rain, fog or mist; or when relative humidity exceeds 85 percent; or to damp or wet surfaces. 1.04 MAINTENANCE A. Upon completion of the work of this Section, deliver to the Owner and extra stock equalling 10 percent of each color, type, and gloss of paint used. Tightly seal each container and label contents and location where used. PART 2 PRODUCTS 2.01 PAINT MATERIALS A. The painting Schedule in Part 3 of this Section is based, in general, on the products of Corlin Paints. 09900-1 09900 ' B. Undercoats and thinners: 1. Use undercoat paint produced by the same manufacturer as the finish coat. 2. Use only thinners recommended by the paint manufacturer, and ' use only to the recommended limits. 3. Use undercoat, finish coat and thinner as parts of a unified system of paint finish. ' 2.02 COLOR SCHEDULES A. The Owner will prepare a color schedule with samples for guidance in ' painting. 2.03 APPLICATION EQUIPMENT ' A. Use only equipment approved for application by the paint manufacturer ofthe particular paint being used. 2.04 OTHER MATERIALS A. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the ' approval of the Owner. PART 3 EXECUTION 3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. ' 3.02 MATERIALS PREPARATION ' A. Mix and prepare paint materials in accordance with the manufacturer's instructions. 3.03 PREPARATION ' A. Verify that substrate conditions.are ready to receive work. , B. Correct minor defects and clean surfaces which affect work of this Section. C. Remove or mask electrical plates, hardware, light fixture trim, ' escutcheons and fittings prior to preparing surfaces or finishing. D. Gypsum board surfaces: Fill minor defects with latex compounds. ' Spot prime defects after repair. 09900-2 09900 E. Galvanized surfaces: Remove surface contamination and oils and wash with solvent. Apply coat of etching primer. F. Concrete and concrete unit masonry surfaces scheduled to be painted: ' Remove foreign material. G. Uncoated metal surfaces: remove scale by wire brushing or sandblasting. Prime paint after repairs. H. Shop primed metal surfaces: Sand and scrape to remove loose primer, rust and other foreign materials. Prime paint bare steel surfaces. ' I. Interior wood scheduled to receive paint finish: Wipe off grit and dust, seal knots, pitch streaks and sappy sections with sealer. Fill nail holes and cracks after primer has dried. J. Interior wood scheduled to receive transparent finish: Wipe off grit and dust, seal knots, pitch streaks and sappy sections with sealer. Fill ' nail holes and cracks after primer has dried. K. Exterior wood scheduled to receive paint finish. Wipe off grit and dust, seal knots, pitch streaks and sappy sections with sealer. Fill nail holes ' with tinted exterior calking compound after prime coat has been applied. L. Exterior wood scheduled to receive transparent finish: Wipe off grit and dust, seal knots, pitch streaks and sappy sections with sealer. Fill nail holes with tinted exterior calking compound after prime coat has been applied. ' 3.04 APPLICATION I A. Apply products in accordance with the manufacturer's instructions. ' B. Sand transparent finishes lightly between coats to achieve the required finish. ' C. Where clear finishes are required, tint fillers to match wood. D. Back prime interior and exterior woodwork scheduled to receive paint finish using prime paint. ' E. Back prime interior woodwork scheduled to receive stain or varnish finish with gloss varnish reduced 25 percent with mineral spirits. ' 3.05 PAINTING SCHEDULE. A. Exterior metal, galvanized: ' 1. First coat: Zinc 1-2-3 Primer 2. Second coat: Corlin 51 Ext flat 3. Third coat: Corlin 51 Ext flat ' 09900-3 t 1••11 B. Exterior wood: 1. First coat: Corlin 068 primer 2. Second coat: Corlin 51 100? Acrylic flat 3.= Third coat: Corlin 850 Low sheen or 51 flat C. Exterior concrete unit masonry: 1. First coat: N/A 2. Second coat: N/A 3. Third coat: N/A w D. Exterior cement plaster, concrete and brick masonry: 1. First coat: N/A 2. Second coat: N/A 3. Third coat: -N/A E! Interior flat wall paint: 1. On concrete: a. First coat: N/A b. Second coat: N/A - C. Third coat: N/A 2. On gypsum drywall: a. First coat: Corlin 050 PVA Primer b. Second coat: Corlin 375 Interior flat wall C. Third coat: 11 .. If 21 if if it of it if it it to 11 11 1.11.1 1........ 1111...... F. Interior semi -gloss enamel: 1. On concrete: a. First coat: N/A b. Second coat: N/A C. Third coat: N/A 2. On gypsum drywall: a. First coat: Corlin 050 PVA Primer b. Second coat: Corlin 330 Int. Semi Gloss. C. Third coat: .....................1111111111111111...111111111111 3. •On ferrous metal: a. First coat: N/A b. Second coat: N/A C. Third coat: N/A 4.. On galvanized metal: a. First coat: N/A b. Second coat: N/A C. Third coat: N/A 5. On wood doors: a. First coat: 2 -Prime or Base Prime b. Second coat: Corlin 330 Int Semi Gloss C. Third coat: ................................................. H. Interior egg -shell enamel: 1. On concrete: - a. First coat: N/A b. Second coat: N/A C. Third coat: N/A 09900-4 2. On gypsum drywall: a. .First coat: Corlin 050 PVA Primer b. Second coat: Corlin 320 Int. Eggshell Enamel. c. Third coat: ................................................................ I. Interior gloss enamel: 1. On concrete: a. First coat: N/A b. Second coat: N/A C. Third coat: N/A 2. On gypsum drywall: a. First coat: Corlin 050 PVA Primer. b. Second coat: Corlin 2100 Gloss Latex C. Third coat 3. On ferrous metal: a. First coat: N/A b. Second coat: N/A C. Third coat: N/A 4. On wood doors: a. First coat: 2 -Primer Oil base b. Second coat: Corlin 2100 Gloss Latex c. Third coat ............................................. J. Stain and varnish: 1. First coat: CABOTS Semi Transparent to match existing. END OF SECTION 09900-5 Ll 10430 EXTERIOR SIGNS PART 1 GENERAL 1.01 SUMMARY A. Provide exterior signage as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE - A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS 2.01 SIGN SYSTEM A. Manufacturers: 1. Gemini Inc. Product Cast Metal. PART 3 EXECUTION 3.01 SURFACE ;CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 INSTALLATION A. For free standing signs provide ground set foundation and mounting system as recommended by the manufacturer in the locations shown on the Drawings. B. For wall -mounted signs securely anchor the sign to substrate in accordance with the Drawings. C. Install signs plumb and level. D. Touch up any scratches made during installation. END OF SECTION 10430-1 10440 INTERIOR SIGNS PART 1 GENERAL 1.01 SUMMARY A. , Provide interior signage as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS 2.01 SIGN SYSTEM: Bathroom Doors A. Manufacturers: 1. Best Mfg. Sign Systems. Product WP26BARB PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 INSTALLATION A. For free standing signs provide ground set foundation and mounting system as recommended by the manufacturer in the locations shown on the Drawings. B. For wall -mounted signs securely anchor the sign to substrate in accordance with the Drawings. C. •Install signs plumb and level. D. Touch up any scratches made during installation. END OF SECTION s 10440-1 ' 10810 COMMERCIAL TOILET ACCESSORIES PART 1 GENERAL ' 1.01 SUMMARY A. Provide toilet accessories as shown on the Drawings, as specified ' herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE ' A. Useadequate numbers of skilled workmen who are thoroughly trained and experienced in the _necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work ' of this Section. PART 2 PRODUCTS 2.01 MATERIALS ' A. 'Manufacturers: 1. Bradley Corp. B: Sheet Steel: ASTM A366. ' C. Stainless Steel Sheet: ASTM A167, Type 304. D. Tubing: ASTM A269-stainless•steel. ' E. Plastic Laminate: N/A 1. General purpose type; 1/16 inch thick. 2. Color: N/A 3. .Pattern: N/A ' F. Adhesive: Contact type, waterproof. ' G. Fasteners,.Screws and Bolts: Stainless steel, tamper-resistant. 2.02 SCHEDULE OF FIXTURES A. Paper Towel Dispenser: Model 247 B. Paper Towel Disposals: Model.5847 ' C. Soap Dispenser: Model 6583 D. Mirror: Model 740 ' E. Toilet Tissue Dispenser: Model 5412 e ' 10810 F. Waste Receptacle: NIC ( by Butte County) G. Grab'Bar:- Model 0022 - PART 3 EXECUTION 3.01 SURFACE CONDITIONS ' A.Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the,'Work. Do not proceed until unsatisfactory conditions are ' corrected. 3.02 INSTALLATION A. Install fixtures, accessories and items in accordance with ',. manufacturer's.instructions. B. Install plumb and level, securely and rigidly anchored to substrate. . END OF SECTION 1 , 1 ' 10810-2 ' 15400 PLUMBING PART 2 PRODUCTS 2.01 SANITARY SEWER PIPING, BURIED BEYOND BUILDING ' A. Cast iron pipe: ASTM A74, service weight with neoprene gaskets or lead and oakum joints. ' B. Vitrified clay pipe: ANSI/ASTM C700, standard strength, bell and spigot, neoprene gaskets. C. PVC pipe: ASTM D3033 or D3034, SDR 35, with elastomeric gaskets. ' 2.02 SANITARY SEWER PIPING, WITHIN BUILDING ' A. Cast iron pipe: ASTM A74, service weight, neoprene gaskets or lead and oakum joints. B. Cast iron pipe: CISPS 301, hubless service weight with neoprene ' gaskets and stainless steel clamps. C. Copper tube: ASTM B306, type DWV with cast bronze or copper ' fittings and Grade 50B solder joints. D. Aluminum DWV pipe: CAN 3-B281 with cast iron fittings or joints of thermoplastic rubber coupling and stainless steel clamps. ' E. ABS piper ASTM D2680. or D2751, solvent weld joints. 15400-1 PART 1 GENERAL. ' 1.01 SUMMARY A. Provide plumbing as shown on the Drawings, as specified herein and ' as needed for a complete and proper installation including, but not limited to: 1. Domestic hot and cold water piping systems; 2. Drain, waste and vent systems; ' 3. 4. Gas piping system; Plumbing fixtures and trim as shown on the Drawings and Plumbing Fixture Schedule. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained ' and experienced specified requirements in the necessary crafts and who are completely familiar with the and the methods needed for proper performance of the work of this Section. B. Upon completion of water line sterilization, deliver to the Owner two copies of an acceptable Certificate of Performance for that activity. PART 2 PRODUCTS 2.01 SANITARY SEWER PIPING, BURIED BEYOND BUILDING ' A. Cast iron pipe: ASTM A74, service weight with neoprene gaskets or lead and oakum joints. ' B. Vitrified clay pipe: ANSI/ASTM C700, standard strength, bell and spigot, neoprene gaskets. C. PVC pipe: ASTM D3033 or D3034, SDR 35, with elastomeric gaskets. ' 2.02 SANITARY SEWER PIPING, WITHIN BUILDING ' A. Cast iron pipe: ASTM A74, service weight, neoprene gaskets or lead and oakum joints. B. Cast iron pipe: CISPS 301, hubless service weight with neoprene ' gaskets and stainless steel clamps. C. Copper tube: ASTM B306, type DWV with cast bronze or copper ' fittings and Grade 50B solder joints. D. Aluminum DWV pipe: CAN 3-B281 with cast iron fittings or joints of thermoplastic rubber coupling and stainless steel clamps. ' E. ABS piper ASTM D2680. or D2751, solvent weld joints. 15400-1 ' 15400 F. PVC pipe: ASTM D2729, solvent weld joints. i2.03 WATER PIPING BURIED BEYOND BUILDING ' A. Cast iron pipe: ANSI/AWWA C151, ductile iron fittings, rubber gaskets, mechanical joints and 3/4 inch diameter rods. B. Copper tubing: ASTM B88, type K annealed with wrought copper ' fittings and compression joints. C. PVC pipe: ASTM D1785, Schedule 40, or ASTM D2241, minimum 150 psig ' pressure rating, solvent weld joints. 2.04 WATER PIPING BURIED UNDER BUILDING ' A. Copper tubing: ASTM B88, type 1 annealed with wrought copper fittings and Grade 95TA solder joints. B. Cast iron pipe: ANSI/AWWA C151 with ductile iron fittings, rubber gasket, mechanical joints and 3/4 inch diameter rods. 2.05 WATER PIPING ABOVE GRADE A. Copper tubing: ASTM B88, type M, hard drawn, with cast brass or wrought copper fittings and Grade 95TA sclder joints. ' B. CPVC pipe: ASTM D2846 with CPVC fittings and solvent weld joints. C. PB pipe: ASTM D3309 with ASTM F845 PB, or copper fittings and mechanical with copper compression rings. 2.06• NATURAL GAS PIPING, BURIED ' A. Steel pipe: ASTM A53 or A120, Schedule 40, black with polyethylene jacket and welded joints. ' B. Polyethylene piper ASTM D2513, SDR 11.5, with socket type fittings and fusion weld joints.. 2.07 NATURAL GAS PIPING, ABOVE GRADE ' A. Steel pipe: ASTM A53 or A120, Schedule 40 black, with malleable iron or forged steel fittings, screwed or welded. ' 2.08 FUEL OIL PIPING, BURIED A. Copper tubing: ASTM B88, type K annealed with wrought copper fittings and compression joints. B. Steel pipe: ASTM A53 or A120, Schedule 40 black, polyethylene jacket and welded joints. 2.09 FUEL OIL PIPING ABOVE GROUND 15400-2 1 15400 ' 15400 ' A. Copper tubing: ASTM B88, type M, hard drawn, with cast brass or wrought copper fittings and Grade 95TA solder joints. B. Steel pipe: ASTM A53 or A120, Schedule 40 black, with malleable ' iron or forged steel fittings, screwed or welded. 2.10 VALVES ' A. Gate valves: Bronze body, non -rising stem and handwheel, inside screw, single wedge or disc, solder or threaded ends. ' B. Globe valves: Bronze body, rising stem and handwheel, inside screw, renewable composition disc, solder or screwed ends, with back seating capacity. C. Pressure reducing valves: Bronze body, stainless steel and ' thermoplastic internal parts, fabric reinforced diaphragm, strainer. D. Relief.valves: Bronze body, Teflon seat, steel stem and spring, ' automatic, direct pressure actuated, capacities ASME certified and labeled. 2.11 WATER HAMMER ARRESTORS ' A. PDI WH -201, precharged suitable for operation in temperature range - 100 to 300 degrees F and maximum 250 psig working pressure. WATER HEATER A. Electric water heater: 1. Factory assembled and wired, electric, vertical type, capacity: 10 gal. 2. Welded steel ASME labeled pressure vessel; glass lined, with automatic immersion water thermostat, flanged or screw-in nichrome elements, ' high temperature limit thermostat, and ASME rated temperature and pressure relief valve. ' PART 3 EXECUTION 3.01 SURFACE CONDITIONS ' A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are ' corrected. ' 15400-3 1 1 ' 15400 3.02 PLUMBING SYSTEM LAYOUT A. Lay out the plumbing system in careful coordination with the Drawings, determining proper elevations for all components of the system and using only the minimum number of bends to produce a satisfactorily functioning system. B. Follow the general layout shown on the Drawings in all cases except ' where other work may interfere. C. Lay out pipes to fall within partition, wall or roof cavities and to not require furring other than as shown on the Drawings. 3.03 PREPARATION ' A. Ream pipe and tube ends. Remove burrs. Remove scale and dirt on inside and outside piping before assembly. Prepare piping connections to equipment with flanges or unions. B. Coordinate cutting.or forming of roof or floor construction to receive drains to required.invert elevations. ' C. Verify adjacent construction is ready to receive rough -in work of this.Section. 3.04 INSTALLATION ' A. Install piping to conserve building space and not interfere with use of space. ' B. Install piping to allow for expansion and contraction without stressing pipe, joints or connected equipment. ' C. Provide clearance for installation of insulation and access to valves and fittings. ' D. Slope water piping and arrange to drain at low points. E. Install each fixture with chrome plated rigid or flexible supplies with screwdriver stops, reducers and escutcheons. ' 3.05 SERVICE CONNECTIONS ' A. Provide new sanitary sewer services. B. Provide new water service complete with water meter. C. Provide new gas service complete with gas meter and regulators. ' END OF SECTION ' 15400-4 1 ' 15500 1 1 1 J 1 PART 1 GENERAL 1.01 SUMMARY HEATING, VENTILATING & AIR CONDITIONING A. Provide heating, ventilating and air conditioning systems as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS 2.01 DUCTWORK A. For exhaust systems and for the heating, ventilating and air conditioning systems, use galvanized sheet metal ducts fabricated and installed in accordance with applicable ASHRAE and SMACNA standards. B. Size the ducts for pressure drop of 0.1 inch H2O per 100 feet. C. At branch ducts, provide manually operated dampers, two gages heavier than the ducts and equipped with locking quadrants. 2.02 FLEXIBLE DUCT A. Use factory fabricated insulated low pressure flexible duct with the following attributes: 1. Zinc -coated spring steel helix, with 1 inch thick fiberglas insulation, sheathed in a seamless vapor barrier jacket. 2. Interior fire -resistive coated to prevent fiber erosion. B. Provide flexible duct in fully extended condition, free from sags and kinks. Use only the minimum length required to make the connection. Do not exceed 8 feet in length. Make joints and connections with 1/2 inch wide positive locking steel straps. 2.03 INSULATION A. Hot water piping: Insulate ;with preformed fiberglas snap -on insulation. Where insulation is exposed to the weather, protect with waterproof cover. 15500-1 ' 15500 2.09 AIR OUTLETS ' A. Ceiling diffusers: Use diffusers with opposed blade, damper and perforated face, in sizes and capacities and pattern as necessary to provide ' proper operation. B. Registers: Use double deflecting type with opposed blade dampers. ' 2.05 HOT WATER PUMPS A. Provide direct connected bronze fitted centrifugal type hot water ' pumps. Pump connection to be flanged. 2.06 FORCED AIR FURNACES ' A. Manufacturers: 1. LENNOX Model GC529-042-75 ' B. Type: Self-contained, packaged, factory assembled, prewired unit consisting of cabinet, supply fan, heat exchanger, burner or heater, controls, ' air filter. C. Refrigerant cooling coil and outdoor package containing compressor, condenser coil and condenser fan. 1 2.07 PIPING ' A. For refrigerant piping use type L copper, refrigerant grade, with wrought copper fittings. B. For hot water piping use ASTM B88, type M hard drawn copper, cast brass or wrought copper fittings, Grade 95TA solder joints. 2.08 OTHER MATERIALS tA.. Provide other materials not specifically described but required for a complete and proper installation as selected by the Contractor subject to the approval of the Owner.. PART 3 EXECUTION ' 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section ' will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 1 15500-2 ' 15500 3.02 PREPARATION ' A. Flashing: 'Where -items of this Section penetrate the roof, outer walls or waterproofing of any kind, provide all base flashing and counter ' flashing required. 3.03 TESTING.AND ADJUSTMENTS ' A. Test and adjust each piece of equipment and each system as required to assure proper balance and operation. B. Secure required permits and approvals from local governing ' authority. • END OF SECTION 1 15500-3 1 16400 PART 1 GENERAL 1.01 SUMMARY ELECTRICAL DISTRIBUTION A. Provide complete electrical and telephone service as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS 2.01 GENERAL A. Use only new materials of the type and quality specified. Where Underwriters' Laboratories, Inc. have established standards for such materials, use only materials bearing the UL label. B. Temporary power: In addition to providing temporary power as described in Section 01500 of these Specifications provide and pay the costs for installing permanent electrical. meter as required. When permanent metering is in place and connected, the Owner will pay the costs for electrical power charged against the meter. 2.02 WIRING A. Nonmetallic sheathed cable, size 14 through 4 AWG: Copper conductor, 600 volt insulation, rated 60 degree C, type NM. B. Underground feeder and branch circuit cable: Copper conductor, 600 volt insulation, rated 60 degree C, type UF. •C. Service entrance cable: Copper conductor, 600 volt insulation, type SE. 2,03 TELEPHONE R. Provide service entrance equipment, outlets, terminal boards and other items shown on the Drawings or required for a complete, approved and operating telephone service, except for such items as are provided by the serving telephone company. 16400-1 16400 2.03 CABLE TELEVISION A. Provide service entrance equipment, outlets, terminal boards and other items shown on the Drawings or required for a complete, approved and operating cable television service, except for the television units and such items as are provided by the serving cable television company. 2.04 PANELBOARDS A. Main distribution panels: NEMA PB 1; circuit breaker type. 1. Provide surface cabinet front with screw cover and hinged door. 2. Bus: Copper. 3. Ground bus: Copper. 4. Voltage: 120/208 volts. 5. 2.05 WIRING DEVICES AND WALL PLATES A. Manufacturers: 1. LEVATRON or equal. B. Wall switch: AC general use, quiet operating snap switch rated 20 amperes and 120-277 volts AC, color and handle type as.selected by the Owner. 1. Locator type: Lighted handle type. C. Receptacle: 1. - Provide straight blade receptacles to NEMA WD 1. 2: Convenience receptacle configuration:' Type 5-20 R, plastic face, color selected by Owner. D. Specific purpose receptacles: Configuration as noted on the Drawings, black face. E. Wall dimmer: Linear slide/rotary dial type, color selected by Owner. 1. Rating: 600 Watts minimum,.size to accommodate circuit shown on the Drawings. F. Interval timer: Rotary dial, spring -wound interval timer with adjustable setting from 0 to 15 minutes and SPST contacts rated at 20 amperes at 240 volts. G. Weatherproof cover plate: Gasketed cast metal with hinged gasketed device covers. PART 3 EXECUTION 3.01. SURFACE CONDITIONS 16400-2 16400 A. Examine the areas and conditions under which work of this Section will be ' performed. Correct conditions detrimental to timely and proper completion of the Work: Do not proceed until unsatisfactory conditions -are corrected. ' 3.02 PREPARATION A. Make arrangements with the serving Utility Company to obtain permanent electric service to the Project. ' B. Verify that interior of the building has been physically protected from the weather. ' C. Coordinate as necessary with the other trades to assure proper and adequate provision in the work of those trades for interface with the work of this Section. Coordinate the installation of electrical items with the schedule ' for work of the other trades to prevent unnecessary delays in the total work. D. Where lighting fixtures and other electrical items are shown in conflict with locations of structural members and mechanical ,or other equipment, provide required supports and wiring to clear the encroachment. E. Where outlets are not specifically shown on the Drawings, locate as ' determined in the field by the Owner. 3.03 TRENCHING AND BACKFILLING ' A. Perform trenching and backfilling operations required for the completion of the work of this Section in accordance with the provisions of Section 02220 of these Specifications. ' 3.04 INSTALLATION A. Install utility services in accordance with Utility Company instructions. B. Install equipment in accordance with manufacturer's instructions. ' C. Provide grounding and bonding to NFPA 70. D. Use no wire smaller than 12 AWG for power and lighting circuits and no smaller than 14 AWG for control wiring. E. Neatly train and secure wiring inside boxes, equipment and panelboards. F. Support cables above accessible ceilings to prevent them from resting on ceiling tiles. _ ' G. Make splices, taps and terminations to carry full ampacity of conductors without perceptible temperature rise. ' H. Terminate spare conductors with electrical tape. 16400-3 1 i 1 1 1 1 1 1 1 1 1 1 7 16400. I. Install wiring devices in accordance with manufacturer's instructions. 1. Install wall switches 48 inches above finish floor, OFF position down. 2. Install convenience receptacles 18 inches above finish floor, 6 inches above counters, with grounding pole on bottom. J. Install wall plates flush and level. 3.05 INSTALLATION OF LIGHTING FIXTURES A. Install lighting fixtures complete and ready for service in accordance with the Lighting Fixture Schedule and as shown on the Drawings. B. Install all lighting fixtures so that the weight of the fixture is supported, either directly or indirectly, by a sound structural member. 3.06 FIELD QUALITY CONTROL A. Perform field testing and inspection as required by local governing authority. B. Perform continuity test on all power and equipment branch circuit conductors. Verify proper phasing connections. END OF SECTION 164.00-4 16500 - LIGHTING PART 1 -GENERAL 1.01 SUMMARY A. Provide interior lighting as shown on the Drawings, as specified herein and as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A., Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. PART 2 PRODUCTS 2.01 LUMINAIRES AND LAMPHOLDERS A. Luminaire schedule: Product requirements for each luminaire and lampholder are specified in the Lighting Fixture Schedule. B. Provide required accessories for mounting and operation of each luminaire. 2.02 EXIT SIGNS A. Manufacturers: 1. Lithunia Product: FRPWIRW120/277 ELN B. Description: Exit sign fixture; manufacturer's standard lamp; 120 volts. C. Emergency power supply: Nickel -cadmium battery; dual type charger. PART 3 EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.02 INSTALLATION A. Install luminaires and accessories in accordance with manufacturer's instructions. 16500-1 ' 16500,. 3.03, ADJUSTING AND CLEANING A. Align -luminaires and clean lenses and diffusers. 'B.- Aim adjustable luminaires as directed by the Owner. END OF SECTION 1 i ' 16500-2 plat Plan Attached Floor Plan Attached Sen to II•D• Building Department T0: FROM: Environmental Health SUBJECT: Sanitation Clearance Location u private Well Owner l Water Supply: lic ._ Approved for: Sewage Disposa— Pian App Other Clearance for — Hold fi for: Final clearance 0.1 . for: NOTE: S Environmental Health Specialist M. al., Date DRAWING TITLE: ARCHITECTURAL FLOOR PLAN i PLAN No. PROJ. No. 51173 DRAWN By. LAW ;/ 'Jnw DWG. FILE PN/COt1/8C051123/ PRINTED DATE- JANE 5, 1991 SCALE: SHEET