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042-180-013
Robert Matson s/s Grape Way 5001 so. of Sacramento Ave., Chico CONTR: Arthur Davey, Chico Permit 351-69-B (addition)''- - A.P. 4-2-18-13 tLROBERT MATSON s/s..Grape :Way 5001 -so. of Sacramento AvFI Chico I CONTR: Louis Thack r,, Durham. Permit 941-73B,P,E 7/1717. (swimming pool) —� 42-18-13 Cogtr: r Counties Roofing, Chico Permit#297 - reroof/SF) 19/L`2A 42-18-.13 Contr: struction Concrete Forms,Ch Permi 2989=82P (Install/Solar Water H er[SF) 42-18-13 2803 Grape Way, Chico ermit #2700-86h (electric•service-chg/ Contr: Diverisifi d Electric, Chico 2=18=13 DAVE MATSON 2803 Grape Way,, Chico 1� Contr: Jessee Htg A/C J`�O Permit#2683-86M [&`" oling7SF) 042-18-0-013� #98-2752 'i- WALTERS, BOB F, W I i 1OU160 IM GRAPE WAY, CFHCO NORTON CONSTRUCTION FLOWER PROCESSING room 042-180-013 99-1797 WALTERS, Bob FILE 2803 Grape Way, Chico Contr: Owner Wood Stove 8,1 13 t � j Pmo l o del 9-29- 9 9 Cl -s- l N COUNTY.'OF BUTTE' -.DEPARTMENT OF -DEVELOPMENT SERVICES.,; -BUIL• DING:DIVISION - 7 County CenteiriDrive Oroville,'California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 4! 2 �,/ 7 ASSESSOR PARCEL NUMBER w ZONING \ BUILDING PERMIT I OWNER 74 TELEPHONE SO. FT, OCC. BUILDING VALUATION .OWNER'S MA UNG ADDRESSS/^-' - CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS , CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS 1 0( Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADORESS /^("]I I'1 , /� i� O�C) CXJ l l/ Energy Plan Checking Fee $ o'Ji t $ PERMIT FEE IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE ` • SF,W Duplex ❑ Mobilehome Other i I ��I pt(' f£ d �t r+'A .`» sPECIFv Each Trap 7.00 Solar orheat pump water h (ater 23.00 Water piping Each as water heater o vent 15.00 15'.00' ' TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑'- Installation E3 Other Is" l: `Describe Work: �_� btPA)4— • Gas piping system 1 -outlets 15.00 Buildingsewer 15.00 . Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600V OR LE Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 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: Y '000 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure isnot intended or offered for sale. ❑ 1, as owner of the property, am' exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A A 46.00 NEW CONST. DWELLING Occup* OR ADDNS. & ACC. BLDS./ so 3.5QFT. =R S1.T. RANCHO ROITS T @7,50 POWER APPORATLS 8 SINGLE OUTLET CIR.OUTLETo Ex. Occu FRES Q 1.00 BAL @ .5o Ex. Occup. OFIXED RES OR 5.00 Temporary Servio ' 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S '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 thisxpermit is issued. ❑ 1 have and will maintain workers' compensltion 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 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort ith comply with those provisions. X t w Date _ Signature of -Applicant -' -''-''Owner ❑ Contractor ❑ Agent ( An OSHA permit is requireA for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. IMP ..,.�� FLOOD ,.,.,,..,... CDF PARCEL .�.,. PD HD 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. �k f /1,1,� �j,Q Date �" By lJi A� Q // PERMIT EXPIRES ON Date ReceiptNo. e-2-' 31 —4"r) WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ," I 71' 99-17Ii t042-180-013 ERS, Bobrape Way, ChicoOwner Stove ti 1o1M0/07 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 98-2752 for the following: Use Classification Flower Processing Building Address or Location 2821 Grape Way, Chico, California Group: B/F1/S3 Occupancy: Type V -N Construction. It is hereby certified for the occupancy described above and may be occupied. Date: 07/21/1999 By Scott Rutherford Chief Building Inspector BUILDING PERMIT SITE PLAN CHECKLIST APN: O� 2 T �0 d `� Building Permit No.: 1 Proposed Use: SFD U . MH 0, Res. Accessory ❑ Ag. Bld CommercialA Industrial 0 Other: Zone District: A l The Proposed Use Is: ,�. G)k0I e--1r,le Ol l Permitted: Not Permitted Requires a Minor Use Permit: Accessory Bldg. Use: General Plan: Q'F C- - - Requires a Use Permit: Requires an Administrative Permit: Parcel Created By Map? No: Yes: �, Book/Page e-11 Map Conditions? No: Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front 1j Side f Side, street E0 Rear Height f9 Parcel in Land Conservation Agreement? No: ><- Yes: , Check Use Parcel in North Chico Specific Plan? No:--**"*< Yes: , Check NCSP Zoning Parcel in Floodplain? No: I Yes: >, Zone: _ A Panel No.: C>$ o®b 7 —09(9-SC— Parcel -49(9SParcel in Enterprise Zone? No: 7 Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Landscaping Requirements: OK as shown Comments: Other: _ Other Reviewed By: Date: CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL AI_.I. FEES TO BE. PAID TO THE. BUI . IN . DM ION UN .F.SS 0WISE NOTED, Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _gallon size. _ _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. _ 12: —13. 14 K:\BLDGCH4.FR.M 0) MASONRY WALLS N E S W 1st Lift 2nd Lift 3rd Lift 4th Lift 5th Lift 6th Lift FIRE WAL SOccu anc rea Property) Gypsum Boar _ 1st Layer 2nd Layer Walls ,Ceilings ex4v ; 01- pJscll T •� P <'f�E� C MMERCIAL 71—/797 042-18-0-013 #98-2752 WALTERS, BOB 1 GRAPE WAY, CHICO NORTON CONSTRUCTION FLOWER PROCESSING C'OMM 4101 ;1%��� m ✓ ds€ C %sr- A., Car e qf4-// .r��/�,e� Ir 'E16� erl 7-11-q-7goak 101 � a �tie,s �0� tvo �0�6 P°p' ^rq.s� D cv t) O �- -12) �- I -00d F - `OFFICE COPY Address L) 3Ak �c e y Date /-��'1•, , ELECTRIC Meter By Date ELECTRIC Meter By Dat SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones At A30, AE, AH; A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordnance to provide floodplain management Information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 -.Distinguishing Features --If the certifier is unable to cert fy to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Featurel(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. ! certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) RCE34257 MARK S_ AT)AMq TITLE COMPANY NAIAE CIVIL ENGINEER NORTHSTAR ENGINEERING ADDRESS — CITY STATE ZIP SIGNATU;� S' !. DATE PHONE 4 ?-Z 9 -49 (5'3o) 8q-3 16nn Coples should be made of this Certificate for: 1) community officlai, 2) Insurance agent/company, and 3) building owner. COMMENTS: v il_!I j ON WITH ON PILES, SLAB BASEMENT PIERS, OR COLUMNS A V A A V ZONES ZONES ZONES ZONES ZONES s REFERENCE LEVEL REFERENCE REFERENCE FLOOO BASE LEVEL LEVEL ELEVATION _ TATION ;�:ii: •a: :;' � dui: BASE REFERE FLOOD BASE ..� - •ADJACENT•:^.'?.�: ENCELEVATION FL000 ':>"•i:; GRADE • •• LEVEL . ELEVATION JAEFERENUI ADJACENT LEVEL GRADE • •:••, •,•`r .••• •t r., moi.ADJACENT*: GRADE The diagrams. aboveJ�trate&e pat which the elevations should be measured in A Zones and V Zones. Elevations for all A Zhobemeaured at the top of the reference level floor. Elevations for all V Zould be measured at the bottom of the lowest horizontal structural member. Page 2 O.M.B. NO. 3067-0077 ELEVATION CERTIFICATE Expires M%3','996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. BUILDING OWNER'S NAME D SECTION A P,_ROPERTY INFORMATION I FOR INSURANCE COMPANY USE I 5 POLICY NUMBER STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER I COMPANY NAIC NUMBER I 6-.3 IZ-A,P E LJa.(, OTHER QESCRIPTION (Lot and Block Numbers, etc.) Af tJ 4i -I2-13 CITY STATE ZIP CODE GNILo GA 959 ZS SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER . 3. SUFFIX4. DATE OF FIRM INDEX 5. FIRM ZONE 6. BASE FLOOD ELEVATION (in AO Zones, use depth) '• G JUr4t5 el 1996 144 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑NGVD'29 ®Other (describe on back) U5r--1S 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: I I I I I SIO .0 feet NGVD (or other FIRM datum -see Section B, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level I 2(a). FIRM Zones Al -A30, AE, AH, and'A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I I III 51 1 n feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevatton of I I I I IJ.0 feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is W .Ll feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is U-1.LJ feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? J Yes ❑ No ❑ Unknownd SCo S 3. Indicate the elevation datum system used in determining the above reference level elevations: U NGVD '29 Z Other (describe under Comments on Page 2). (NOTE. If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) LI S Ca S 4. Elevation reference mark used appears on FIRM: ❑ Yes LVJ No (See Instructions on Page 4) 5. The reference level elevation is. based on: ® actual construction ❑ constructioddrawings (NOTE. Use of construction drawings is only valid if the building does not yei have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: �J.Lq.feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1 If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: I I I I I JJ feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-31, MAY 93 ' REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION / a O=Not OK 7 = Not Applicable = Not Ready Qr/�LZ -� OL -..'COMMERCIAL Date UND L OR Pla OK except #'s ,36 g -Set ks-Eas ents- d -Slope -Soil Report t ain; Soils-Ufer nd.-Ftg. Depth old Downs -Bolts -Straps -Embedment -Hair Pins 4. Concrete -PSI -Cert -SP. insp.-Loc. alls, Main; Steel -Bloc kouts-Wrapped inf Steel -Grade -Placement Date FRAMING (Continued) Han -Post Caps -Anchors -Connectors oof Shthing-Nailing-Diap.Chord Splice 48. Fire II-Doors-Area-Occp.-Prop. oelitucess; Size & Romex Protection -Draft Stop -Ins. Baffles L59 -15u -Lam cert. -Placement -Support 51. Steuildings-Purlin-Girders Slab: Steel-Wraooed-Wire Mesh b/b.W .; Fall -Fitting -Test -2 Way C/O -Sewer Test Z1 . as Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Re ulator-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 •-/3- 99 Card B-1 /V3 Date7-17,-W Card B-1 Date -r5 Card B-1 XA Date Card B-1 DatePLUMBING Permit OK except #'s 16. W er Htr.; Vent -Access -Combustion Air -Baffle ater Pipe; Test & Anchor -Nail Protection W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -Floor -Grease Trap andicap-W/C-Backing 121,.Q<s Pipe; Size & Anchors - Firewall Penetrations v Date Card B-1 Date Card -B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL Permit OK except #'s fixture & Transformer Clearance -Ins. Protection ngle Phase -Three Phase -Equip. Bond ize Boxes & No. of Conductors -Stapled omex Installed Close to Edge of Studs & C.J. uip..Ground made up w/Mech. Fastners-Bond Gas & Water firing -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resis ' e-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Servic iser Conductors & Ground -Main Disconnect 31. EgZp. Clearances Panels -Mot s-Mec quip. ire Wall Penetrations 1W Aevvla Date Card B-1 Date Card B-1 Date Card B-1 •Date Card B-1 Date MECH AL (Permit) OK except #'s C,Ducts Insulation & Support e an; Exhaust above insulation _ . Con sate Drain & Overflow; Size & Grade 3 urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet tic ccess & Platform if Furnance in Attic V.A.C.-Ventilation-Roof Access -38r3TffTe &� Fire Dampers Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMI •'(Plans) OK except #'s ils, Proper Material & Anchors -Hold Downs Is tuds-Nailing, Spacing & Bracing -Plates -Sound 2 ari g Walls over Girders & Floor Nailing 4JAOraft Stop in Walls (rat proof) Stops; Furred Ceilings -Stairs -Chases p eaders & Beam -Size & Bearing -Support Fix. Line Firewall & Openings ;-Handicap Access S air Width -Headroom -Rise -Run -Landing -Fire Protection pod on Roof Overhang -Attic Vents -Rafter Outriggers B iding-Nailing Veneer Stucc Mesh -Drip Screed;Fd. Vents-Underflr. Access lazi -Glass Protection -Skylights -Plastic -Fire Port. ear Walls -Plywood-Nailing-Conn to Roof s -Windows ings-Fire F Dat Card55� Date Card B-1 Date Card B-1 Date Card B-1 Date FINA Plans OK except #'s Ex Steps -Door .& Sidelight Protection -Landings xi -Size-Number-Placement P. -furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66 -Test fling-Seismic-Wires-Elec-Light & Mech. E rim & Subpanel; Breaker Sizes & Labels airs & Rails apdrcap-Door Levers -Fin. Floor lec utlets at Wood Panel; Int. & Ext. _7_r.; 1 tr. Ht r.; Vents -Clearance -Comb. Air-Connector-P.R.V. d� A e Floor-Mech. Protection Plb Elec. & Mech. Equip. Listed for Locatio ns ion -Foam -Looked in Attic es 7 ua - Rails & Deck Construction -Post Caps 7 n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 7 St ; Brown -Finish le—rc. Unit; Disconnect, Electrical, Plumbing s Above Roof; Plbg.-Appliance-Fireplace.-Clearance to penings 96. Water Well; Disconnect, Electrical, Plumbing eAe-Iffxterior Elec. Trim; G.F.I. Receptacle -Underground Site -Parking -Handicap PLL,61ass Protection orrection from Previous Inspections 69'Gasbdi--Meters Tagged;Electric er & Sewer nnected-C/O to Grade -HD Approval (JRKergy pliance Certificate -Other Certificates . ofing Certificate -Fire Rating Date -9 Card B-1 Date" Card B-1 Date e'j-3O-VCard B-1 Z-15 Date Card B-1 Date Card B-1 Date Card B-1 Comm�e�ntts at Final: ck .y-o�s h, do-, -S/,GD.�ra c G�IfC/_ twtirN _- Ttl ✓ lo0L7-�,I S�I J / f/ !1`&Y /A'f'%�.✓ y=�•�(77 7 w; jl f 5Ja//f /atc & ... J Certificate of Occupancy (NOTE: An entry must be made each time you visit the job site) RME M12,1 r, ED19EII N119 7 P AT IfA,M'1 , .Certificate of Conformance. Certificate 050914 t TIME UNDERSIGNED MANUFACTUREII HEREBY CERTIFIES that the structural wood products Idenillled below and marked with a collective ►nark of Engineered Wood Systems (EWS) were man- ufactured In accordance will, the specifications Indicated below. DIX ANSI Standard A190.1-1992, for Structural Glued Laminated Timber X /S C iia, 6 411 1,4 Jot) NarnO.____WESTERN BUYERS IPIC. Job Location _ � r ELK GIZOVE , CALIFORNIA Cuslomer's Order No. WB' 235'A.1 Date 7/30/96 M,gr's Oider No. 09-04489 DOUGLAS FIRLLARCII EXTERIOR GLUE, 2�10UF-V�1, 11RCIIITCCTUIZIIL lll'E'�ll[ZI1NCE, INDIVIDUAL WRAP, ENDS & SIDES SEALED, 2000' RADIUS CAMBEit. Signature �P Tnto�WALITY CONTROL SUPERVISOR BOISE CASCADE CHP. nc,drass _P . 0. BOX 50 DeloZ� Company_ BOISE, IDAI10 03128 IT IS HEREBY CEnTIFIs-D that 1110 structural glued Inmlllalod limber production of the above-named ►nnnt.tlaclurer which carflos n collective mnik of Enginoorod Wood Systems (EWS) Is subject to regular .. ' audit by Englnnorod Woad Syslarrts, such nudll cotitti;iting of Ilia Inspocllon wllh ronsonablo froquoncy of ilia manufacluring process, will, adequalo eanipllt,g to vorlfy Iho cluallly of glularn construotlon and Ilia adequacy of glue bond. t F Thomas G. Williamson Executive Vice President r:rrcirrr:Fnr:n w(x)i) SYSI EMS -A ncr.nr Eu conronnnora or• nhn LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Grape Way Chico Number and streetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) - 10.25" Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) R30 Loose Fill Type Fiberglass _ Brand Name Johns Manville Contractor/s min. installed weight/ft sq. Ib. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 6.5" 4. RAISED FLOOR Material Fiberglass Batts_ Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Valu I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the certificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO., INC. tTem#s Signature, ate��� 5 1999 General in 'Subcontractor Co. Name)Or neral contractor Co. Name)Or Owner Item Signature, atensta ling Subcontractor(Co. ame Or General Contractor (Co.Name) Or owner Item #s Signature, Date Installing Subcont � ctor_ {Co. ame) Or General Contractor Co. Name)Or Owner KI K1 (Rev. 12/96) , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville', California 95965 - Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMB _ O 20NIN0 BUILDING PERMIT OWNER TELEPNONE SO. FT. OCC. BUILDING VALUATION OWNER'S DRES � � aj_L (Jj CONTRACTOR'S NAME TELtP ONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILAING ADDRESS ['] CXJ Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBONISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE ` SF Duplex ❑ Mobilehome Other SPS Each Trap 7.00 Solar or heat pump water h ater 23.00 Water piping 15.00 Each as water heater vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: Gas piping system 1 - butlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoo. oa LLESs V 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.a 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 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' compensation insurance carrier and policy number are: Carrier Main 46.00 NEW CONST. DWELLING OCxU NST. WEE200A NG CC OR ADDNS. ( a Arc. SUDS SG 3.5tFT: �µR61D MULTI -0 @7,50 sP w oP TUS Ex. Occup. OUTLET FIXTURES e20 @'.00 Ex. Occup. -M_a)0FA 5.00 Temporary Servia4 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT J Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 71 PERMIT FEI: $ Policy Number he above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that 0 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fortwith comp) those provisions. �f Date v Signature or Applicant- Owner ❑ Contractor ❑ Agent An OSHA permit is requir for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee S OCC CONST. TYPE ` TOTAL FEE $ HAZ. D IMP _— FLAOD COF � PARCEL PD HD — UE ..-_- This permit is hereby issued under of the Butte County Code and/or indicateeabove for which fees have By PERMIT EXPIRES ON S�T�OLC�JIJ the applicable provisions Resolutions to do work been paid. Date MM� Dare Receipt No. C57 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT INTER-DEPARTMENTAL MEMORANDUM _ S TO: BUILDING DIVISION, OROVILLE� FROM: 9ke4i.ENVIR. HEALTH, CHICO DATE: I RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: V(/ .lO� SEPTIC: _�_ WELL: AP#: o4oZ -Ald - . /3 ADDRESS/LOCATIONM .Ko � G"prfbr_li _V1j GUmemos/releasehold 9 11 I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT'OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 a 7 County Center Drive • Oroville, CA • (530)'538-7541 - CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice 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. r - _ C Date 4102145;0, 0` Inspector REV 10/92 4, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES w 411 Main Street • Chico, CA • (530) 89.1-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at thA above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this a immediately. N.0!7 r- 1 i 5 fQ•��Cvc� T EA^. 3 r H+3 Date r-711 6 Inspector REV 10/12 _. .�. ,:� , r— �:,+A,�3+�► i'"�w.t-. r..V, sF�? COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Driv' a Oroville, CA • (530)'538-7541 , z .y CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is -1 completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �g 5 --4- -4 ;or,' Wa-o As,R-va-�19 �i'L� 7 -k . 1 _L Aj s +e. If -1 ' I n�.n c f n..� .. /_ �7!5r1L! ✓J aggy A •• e - r 1 Date �� Inspector QM REV 10 92 a n. " ,' 'j/� `.>.rtlk-'�;. v�=-:cvt`aiS..+.:rrrs�e-xv%,.:5 �-r' �-' '} Wr.:•�+rer �. � _ ._�,� _,. i COUNTY OF BUTTE e BUILDING DIVISION 5: DEPARTMENT OF DEVELOPMENT SERVICES t 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ?` ' CORRECTION NOTICE �� 1�p.,s a 752• OWNER PERMIT NO. -„ rzz A routine inspect' n indicates that the following violations of butte county Ordinances exist at the above address nd should'be corrected. Please notice this office when correction of work is completed. you have any questions pertaining to this matter, or need additional explanation, please co ct this office immediately. 3 4. REV 10/92 f. f �r C �i y t�{� sis to r4e r 0�, f COUNTY OF BUTTE ^ " BUILDING DIVISIdIN DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA -,(530) 891-2751 ` 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE O NER j PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is i completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. %" r � r �Q Y- i i i' �tYrl f' F r T .r►,. .._ tea. w- TO: BUILDING DIVISION, OROVILLE FROM: i )4ENVIR. HEALTH, CHICO DATE: q I 1 /1 -7 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: V[�D SEPTIC: WELL: Aft eyl � -No - y3 ADDRESS/LOCATION: Gtr'= W4yJ Clf1c L -- + - -- -- —-t�rvtro�tYrtentarmemin Butte County Department of Public Health AUG 1 W pTq@R EXAMINATION urveyor an Address L 03 Gr -4' no LA J aL�., Chico, Californi ompling Pont /' Source — ���-1df6Lf ce-yo- -q-tel e. Z, tle A1-7 ;P 2 - Collected By Date and Hour Collected I Bottle Cap Number Drinking Water ❑ Sewage ❑ Raw Surface TYPE OF (Any Source) Water SAMPLE: Other (Specify) �ii�,e-tiF� REPORT TO: Sam 6Ax�o iib qo MC iLQ-'Q La4'C1- 4f l I &,t0_t.►k s -j - Butte County Department of Public Health ANALYSIS DESIRED ❑ Coliform ❑ Fecal Coliform ❑ SPC ❑� erg t,C RESULTS Remar s: COLI FORM/100ml ❑ MPN FECAL COLIFORM/100ml � t WATER EXAMINATION �S.+I C. I_.._ ANALYSIS DESIRED Drinking Water ❑ Sewage 1:1 Row Surface TYPE OF (Any Source) Water ❑ Coliform ❑, Fecal Coliform SAMPLE: ❑ SPC LISColilert ❑ Other (Specify) REPORT vv..r. � i � _ TO. tal H`�'61 Ma.�o S+-. 36 4 :nvironme � I .e) 1AUG - .f000 CKi Co , CA q91;)7 co, Califomil RESULTS Remarks: COLI FORM/ 100ml Ye I IcxJ ❑ MPN U MF P nese•.c� FECAL COLIFORM/100m1 �O F�r� Absee L MPN IJ MF SPC/.I Cl,RES- Analyst at 35C mgi liter I I TVA .., 0 9 S� ' Urgent (J.For Date ime hi Ie _ ou Were Out M Of ` Phone A511A CODE NUMbtH EXTENSION] n Telephonedf �� Please Call Came To See You ❑ Will Call Again ❑ Returned Your Call ❑ Wants To See You ❑ 9711 / r" ADAMS BUSINESS FORMS COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530)5 8-7541 qO ,„P��T o. (Rev. 12/96) APPLICATION AND PERMIT _I o -- ASSESSOR PARCEL NUMBER 42-18-13 ZONING A-10 BUILDINGPERMIT F OWNER WALTERS, BOB �3U 143-544 SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADD2963 GRAPE WAY, CHICO CAI c6gze 1440 CW 12-- 46,080.00 CONTRACTOR'S ""'GORTON CONSTRUCTION Tt$y3GN0211 O CONTRACTORS MAILING,AgDTss LDER ST., CHICO CA 95928 . L-1 74.J 394 5122.00 CONSTRUCTION LENDER Fireplace Total Valuation $ 332 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER FRANK GLAZEWSKI CENSE LIC27470 ;4rO) Filing Fee 20.00 Permit Fee $ 628 ARCHITECT OR ENGINEB2(MLJNG A�g�E AVE., CHICO CA LV�F4 Plan Checking Fee q2 $ BUILDING ADDRESS 2 GRAPE WAY 28 Ener Plan Checking Fee Energy s $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing ee .00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 In. nr Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 ' TYPE OF WORK New b Addition 11Remodel [3Utilities ❑ Installation ❑ Other ❑ Describe Work: FLOWER PROCESSING BUILDING Gas piping system 1 - 5 outlets 15.00 ' Building sewer 15.00 1. J. Mobile Home ISI GI W1 920.00 15.0 PERMIT FEE $ 129.0 ELECTRICAL PERMIT Filing Fee 20.00 Main Service z*OA OR LESS 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 ij& full force and effect. O License Class Lic. No. s 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 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( DW: ACC. S. SO 3.5Q�; NgOIDT MULTI.OUTLU 97.50 45,00 8 PSINGOUTLET OWELER APPARATUCIR.S Ex. Occup. OUrLEr OR FIXTURES BAL @ 1 0 Ex. Occup. OUTFIXLETAPP R6 D.DEEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 88.00 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' compensation insur nce carrier and policy number are: Carrier Policy Number ` (The above sectionsF,eed no be o pee d 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 /\6t/: a25'-gg— _ 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. -MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 50.0 Hood 6.50 Ventilation PERMIT FEE $ 1911-5 Mobile Home Installation Fee $ Energy Inspection Fee $ 46-0 occ [:i;i,paAmi,ereby CONST. TYPE [T Ml_ FEE $ IMP FLOOD CDF I PARD r issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. f By /�L Date LIF PERMIT EXPIRES ON Receipt No. 4 WHITE-D.D.S.-B. D. CANARY•ASSESSO PINK-INSPEC R GOLDEN ROD-APPLICANT(Date) 1-1 • r.F.�p eL ,�, �j•7�r+�,-t�F.; •-��-wp •- y���\•��•h,� ��'�gt,�1i.I�t',"�`�"""S3�`i�.—-r,yn•�a.�'�rr7'" ^7� ^Y 4 L COUNTY OF BUTTE DEPARTMENT OF DEVELOP41EVT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, OALIFORNIA 95965 - TELEPHONE (916) 538-7541 - PERMIT APPLICATION DATA SHEET O OWNER: 23• �� � �- ASSESSOR PARCEL NUMBER: 611/Z -/go -00 -- Proposed Building Use: Building Inspector: C� /9 -el' Date: i / � At time of permit application, I was advised the following data must be submitted prior to permirmit�erocp swing and/or issuance: Date Received By. ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ � mpk s� �ts-sign�e�d by the preparer of plans. - � -- =-t- �-Z r -- --- ---=5 �� L� 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ % Gf 404 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 0%@'Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .---•----------- --- Feesof $---��:-� Q-------------------------------------------------------------- Impact fees as shown on the attached schedule. ----------------------------------------------------------------- 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- 13.ood elevation certificate. ------------- -------------------------------------------------------------------------- 0 Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 5. City of Chico plumbing permit.----------------------------------------------------------------------------------- 16. P t'plan and business license pro al from the City of Biggs. ---------------------------------------------- PT g approval for ( se: C9�a-� �g: bf� �9__P�� ontact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel.--t--a . Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on 1. ntractor's license information. (Number, Name Style, Classification). ------------------------------------ ers' Compensation carer an olicy number. ---'---- ------------------------------------------------- ❑'2 . Owner -Builder Verification (Given to owner ❑, Mailed to owner O), -------------------------------------- 0 24. Letter of signature authorization. -----------s ------------------ 025. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. ---------------- --`-i-------------- ❑27. Manufactured Home utility clearance. -----------i ------------- 11 028. Existing violations and/or expired permits. -------- % 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- _ Ven other: _ you issue the ermit, process as follows El Mail to owner, ❑Mail to contractor. 1�Telephone - j OZ and hold for pickup at Or office. ❑ Deliver with inspector. or • 3�I;�_,�c�cl o (Date) j r Applicant: Date: .t Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departme t, th : Date- By: 1. Index permit application for the above items numbered: lan Check List 2. Additional items required: o5 C, l fif wC?ir(. GtJ on actor, esrgner, 'wrier, was advised of the above redata by,�Whone, ❑ Ail, ❑ BuildiQ Division counter, b Date: L2 -Z c/B Contractor, designer, owner, was advised of the above required data by ❑ phone, mail, ❑ Building Division counter, by Date: Contractor-,Te—signer, signer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Bu. ding Division counter, by Date: Contractor, designer, wner d of the above aired b ❑ phone, ❑ mail, ❑Buil ' t , by Dat Plans reviewed by: Date: Plans approved by: ate: Sets of plans on hotv❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. r f� V, - s•ni � e.o �� TO: Building Department FROM: Environmental Health SUBJECT- Sanitation Clearance I ! 8C) AP# Location public private Well .� Owner water Supply, s roved for: Sewage Disposal ,Y - c�1: Plan App e�a� Other Clearance for Hol final for: Final clearance O.K. for: NOTE: r-9 J != dS — Date ,y Environmental Health Specialist i0'd ZTS9S680£S oma! 4�-411 vaH nu3 8S: T T I2ld 66-Z -2ldti 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 ASSESSOR PARCEL NUMBER .. ^ _ .... ZONING BUILDING PERMIT OWNER/� _ �C�J{ c TEELEPHONE > SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS✓S ).-.8030 9)32-. go CONTRACTOR'S NAME d Gvc/ LEPHONE e7 3 0 Z.! ,� ,+4ii, . o CONTRACTORS MAILING ADDRESS T At-Q,=—k %T7— CONSTRUCTION LENDER CONSTRUCTION 1157 2 Z Fire la a LENDER'S MAILING ADDRESS Total Valuation ARCHITECT OR ENGINEER L4 2 c_ ' < W LICENSE '�O' 70 i•! _` ____f$ Filing Fee 20.00 Permit Fee �QS� ARCHITECT OR ENGINEERS MAILING ADDRESS /4G/4 C Plan CheckingFee $ BUILDING ADDRESS01 2-21C> Energy Plan Checking Fee $ 4/(, O'D $ )20Z.0 PERMIT FEE $ , LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT ing Fee 20.00 USEOFSTRUCTURE /' — /� SF ❑ Duplex ElMobilehome 101_ her (oiYl yne yG aC _ SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 S. vO Each as water heater or vent 15.00 00 TYPE OF WORK New 0' Addition ❑ Remodel ❑ Utilities ❑((�! Installation ❑ Other ❑ Describe Work: i� i'i't C� 0VaAG_A_.,_ cAnw r G�rovJeX'S A 1� roC<_ SSS n G Gas piping system 1 - 5 outlets 15.00/-, cAv Building sewer 15.00 00 Mobile Home S G W Q20.00 o PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service PODA OR LESS 23.00 f� 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 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier 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 f 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 permitis required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in ight. Main Service 46.00 WEE200A NG CCU000A NEW CONST. DWEWNG OCCUP. OR ADDNS. & ACC. S. 3.5QS0. FT. RESD.' MULTI.OUTLET @7.50 ,t C PowETa APPARATUS - 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES 20 @'•50 BAL @ .SO Ex. Occup. Ou�TLEEDTs RM.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Z Cooling2, Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ IY4, C�,w CONST. PE V / TOT L EE $ rThispermit D. FE IMP 0 CDF PARC PD D ISSUE is hereby issue under the applicable provisions oteutte County-d/or Resolutions to do work indicated abov r which fees have been paid. , G By Date PE R ON ate Receipt No. e15/3-� SS WHITE-D.D.S.-B.D. CANAIRY-ASSESSOR INK -INSPECTOR 'GOLDENROD -APPLICANT °b' -:. r �- ., , ._ ..... t' " _ °,\� «•� n� �' `-'�-> I ,r`t'e + i ` �..? :3`1-� <'''41.,' w! �%r"f� ."a ij'L,' : —�' _ - ` �, - `,;,C` °;`�`a � 1 wad-liJ �-tiS �'a.-1 S� :✓�\;h`��,`,a'y - -• . � .,-_ t . ., .. ;, Y . � � - .. - . ; - � . } � i ..,. ... � .. •. 4 . .. . ,� � f COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER 73, Idgl keo'.5 A. P. # O 4/2—IS0--043 PROPOSED BUILDING USE p,"I (,,,.y �vS DATE / RECEIPT # DATE REC 1. BUILDING PERMIT FEES I 2 -- Balance Due ... $ ! d J -- Additional Fees Due ........... $ -- dditional Fees Due ........... - Revised Plan Checking Fee ...... SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .... . .... x $360.00 = $ Units Commercial (sq.ft.).. 26-72- x $0.03 3 t F �Q6>URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. C ercial (sq.ft.) .. x =$ t. 5. RECREATION DISTRIC FE (paid at Di ' t O t 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION'AND PLAN CHECK $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 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMIJNT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER ��� J A. P. # , > c!I ` , PROPOSED BUILDING USE 1. BUELDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ �! Revised Plan Checking Fee ....... $ ei SCHOOL 'DISTRICT FEES. (paid at District Office) SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.). x $0.03 $ Sq.Ft �je URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq. ft.) . x =$ q�-Ft /Amt. 5. RECREATION DISTRICT FEES (pi I Di = t O 1 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $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 DATE d . RECEIPT ii DATE REC 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 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER IS -2 S� APN ®"� P'� -10/ Firm Name 4T Ae PRE zf 4 Address I`Y-4 r%/ ��� �'(/ - /TC�.O� S -t Nature of Busine Contact Person Phone #(-572Q) W-3 cro7T 1. Does your business or that of your tennants handle, store, or transport hazardous materials? ?9 -,,,NO ❑ YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment. "Hazardous Materials" include, but are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at standard temperature 4 pressure), or formulation containing hazardous material? Ix NO ❑ YES 891-2727 If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916 fftKRk1) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? ❑ NO ❑ YES IF YES, name of school. ti. 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? ❑ NO ❑ YES IF YES, contact the Butte County Air Pollution Control District (916-891-2882) for permit requirements. Owner or Authorized Company Representative (Signature) (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. EDThe Above Regulations Do Not Apply To This Facility. BCEHD Signature Date O5 BCAPCD Signature Date WHITE- Building Dept 0 YELLOW- Env. Health 0 PINK - APCO 0 GOLDENROD- Fire Dept. ft BUTTE COUNTY SCHOOLS IMPACT'FEE CERTIFICATION FORM (One forrm per 96ing) fSchool District Building Department No. A.P. Number O /g -1 3Jurisdiction: l� city ]county Property Owner rzb &)(,t;•,Q1jA,-2 Property Location/Address �. �Q Subdivision Lot No. t' f T ................................................................................................................... a F Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): .....................................1.....\....................................................................... -- Commercial/lndustrial •,4.. New Addition - n (Including Exterior Roofed Areas) Building Department Representaty a Date moor rians reweweD Dy acnooi uxsmct rersonneii District Identification No. �� 01 School District certifies that Pai 2 Wa, (Applicant). / MY160m (Street Address) / / (Phone Number) , (City) r (State) (Zip Code) has complied with the requirements of Resolution No. D by payment of $ representing C square feet. AB 2926 i FULL MITIGATION S School District Representative Date Paid by Check # Re .,ar'ks: Notice: You may protest the imposition of the fees identified above bti 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 (CgQA1. 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) I feeform.xis (10198)dmm E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D.-�/ N - TO: Building Department 'f ROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for =-alwe"'ng. Other Com,ne,-c,a-Q IA -4 du449� rj/ w-frov-p s for: Wahl ,r- car+ n l e- laearyvd I, ,�, r r Gr9carYQ Final clearance O.K. for: NOTE: ,,� i Environmental Health Specialist 4- / -49 Date �!�oJ la.IInB jo /junoJ .. d•oW s,loss,.,�ssy rn �� v �D U I f! 9/ ®R I Zbo 3 GAAA= &.oY C-l+tc0�cq .r 1 FLGwE?L S op CjAt-I�e 4 .23. 4 9 Ac. ( � � cN I �o I�IJN ��� t pr L \ , BuPeRO unDY Environmental Health --- -- Date Signature MYirF0N,1.-74TAL HEAi.`f;. MAR 2 6 -1999 Chico, California Ghl� C^W^y. 34S-S71N8 .tip 1 701. • GR gyGL T7fZIV -wAY • d q PRoppDD�� B(11Lp«!�.® (PA E�)�kING t7T LLAW \o '\ wTrE Gp, SIDS. • A e AR PROVED- Butte County Environmental Healt , ' • � Date � --- Signature •. ENVir "3m!NTALHALiH MAR Z 6 19 9 Chico; Califo is � � t • - � -�. � e .ount - LAND OF NA TURA L. WEALTH. AND 8 AU 7'' BUILDING. DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE; CALIFORNIA 95965.3397 TELEPHONE: 19161 538-7541 FAX: 19161 538-2140 � •A FA2L N Vivi Z' n kyiv) 0.7 +v DATE: 1 I NUMBER OF PAGES: TO:—kot�ie_ Alor-mn ATTENTION: PHONE NUMBER: FAX NUM/ R IBEc REGARDING: ASSESSOR PARCEL NUMBER 07 - o 3 BUILDING PERMIT NUMBER: a % S Z SUBJECT: ' / r SPECIAL INSTRUCTIONS:' [ I SE LAN CHECKLIST TO FOLLOW [ REVIEW AND RESPOND ACCORDINGLY ( I FOR YOUR INFORMATION ONLY ( OTHER: SINCERELY, MARTHA J. WHITNEY PLAN CHECKER C'k 1�a)- le, •e� �.. Ge.aveL- 1�. ,,,gyp I • eDYl 00 - - _BtJilt� GD �PAv�ef �kiN� !1 SEPrIG ASN k ANS C.�A•.'�!-I • �:(�ILD PEQ- �UTT�- co. 5• � - -G�cv � 7o V�IATEFL Wa .L , o. t. I; r. - t oil LAND OF NATUR,4L W EA LTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 Date: February 16, 1999 FAX: (530)538-2140 Permit Applicant: Bob Walters 2803 Grape Way Chico, CA 95928 Permit Number: 98-2752 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Action Required: Assessor Parcel #: 042-180-013 Comply with Plan Check List Resubmit Plans with Revisions As Required t ��u ISS r2,��'►'6O m p,lb I�GWS YtiD� Cts u v Prfr �rr V, .- U Return All Original Materials and Revised Plans to the Building Department Other Normally hours Tuesday & Thursday mornings, except 2nd and 4th Thursday (Planning Commission) work Fridays Sincerely, . Michael Mooney Date: February 16, 1999 Permit Applicant. Bob Walters 2803 Grape Way Chico, CA 95928 Permit Number: 98-2752 Assessor Parcel #: 042-180-013 The above referenced building plans were received by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Walters, Bob Detail connection for holddowns used to prevent uplift at a corner installation. Provide calculations verifying capacity in both directions. On future plans�please include calls for A35's `Blocking to plate". I have so noted on these plans. Values for shear walls used on the plans and in your calculations are those values which correspond to Common nails. My experience is that this is not general field practice. If your engineering requires common nails please so state on the plans (Prominently). I have included for your use a partial copy of NER 272. Normal hours Tuesday & Thursday mornings, except 2nd and 4th Thursday (Planning Commission) work Fridays. Michael Mooney Ifiatte Count -7- LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Date: February 4,1999 Permit Applicant: Bob Walters 2803 Grape Way Chico, CA 95928 Permit Number: 98-2752 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other Assessor Parcel #: 042-180-013 Action Required: [X] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerelly, Martha Whitney cc: Norton Construction, 543 Alder Street, Chico, CA 95928 Frank Glazewski, 2044 Palm Avenue, Chico, CA 95926 9 Date: February 4,1999 Permit Number : 98-2752 Assessor Parcel #: 042-180-013 The above referenced building plans were received by this office Provide additional information and/or make revisions to plans, specifications and calculations as follows: This is a commercial project as such we need a fully dimensioned plot plan. Grape Way has a 50 foot right of way. Show all property lines and all buildings on property. Show dimensions, setbacks and any easement. Include North Arrow. Planning requires 4 parking spaces. Code Analysis: Provide code analysis which addresses the following: Ri Garage is considered part of commercial occupancy - there for it is an S3. Area ratio thus incorrect. Building occupant load calculation shall be 752 office = 8, 1440 factory = 7, 480 garage = 2.4, 17.4 total occupant load. Occupancy is BMW. Provide a description of flower processing. Is this a retail or wholesale business? How many people will this business employ. (Including owners working on site.) Is general public invited onsite? /4! I found 3 sets of plans here at Building Department - labeled as follows 11/25/98,1/15/99 and 1/27/99. I plan checked plans noted 1/27/99. Architect of record is to stamp and sign all plans. Architect is to review and approve truss calculations for all requirements of his lateral design. Engineering submitted for roof TJI shows a slope of 5 in 12, plan show slope of 4 in 12. Coordinate plans and calculations. Call out hanger for Truss 2. How is roof drainage provided for flat roofed area. i Garage may not have a gravel floor, gravel absorbs gasoline and other substances. Provide a non-absorbent surface. 1 Provide drinking fountain in work area. Fountain to be accessible. A. ok a,dd-ed -/ti tan • Date: February 4,1999 Permit Number : 98-2752 Assessor Parcel #: 042-180-013 Occupancy load per Appendix C of the Uniform Building Code require a minimum of one toilet and lavatory for males and 1 toilet and lavatory for females. Upstairs provides a space for an employee of this business and as such the upstairs is required to be accessible. Including an accessible restroom. Private restrooms are allowed when they serve a private office and other offices are provided with restroom facilities on the floor level they occupy. Accessible path of travel is to be provided to all exterior doors. In addition you show a path of travel located in a driveway. Show how protection will be provided between driveway and path of travel. lj� Provide mechanical ventilation to S3 garage per Section 1202.1. Overhead doors do not meet requirement of unobstructed openings. Ventilation system to be interconnected to lighting switch. 16. Provide guard rail detail at "10 feet. Gas water heater may not be located in a restroom. Provide separations per code for penetrations of required firewall. As this is also a plumbing wall note on plans fire stopping for all penetrations and proper materials for plumbing materials. ,,19! Provide attic access in garage. Article 511 NEC applies to S3 garage. Enclosed are your school fee forms. Plan is in line up for structural review. Our engineer will contact you if he has any questions regarding his review. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4.00 P.M.; Monday through Friday. Martha Whitney COMMERCOL PLAN CHECKING GUI (1994) U.B.C. OWNER: �U�X�i VLA/ BUILDING PERMIT NUMBER: %S Z PLAN CHECKER: Mj lam-! A.P. NUMBER: d 4a r I go — Ql 3 A. NERAL: Compliance with specific occupancy requirement. Zoning requirements, Planning approval. Occupancy separations (Section 302). Valuation. Area separations (Section 504.6). Plans signed by an engineer or architect. 4. Proper description or work on application. Maximum height requirements (Section 506). Existing violations on property. 6. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). Ventilation and special hazards requirements (Section 3). Improvements or drainage, Land Development approval. B. PLOT PLAN: I9' Complete parcel size and dimensions. 2 Setbacks, sidevards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. 6. Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc. 7. F.A.U. & F.A.S. road set back. 8. Building or utilities across lot lines (Lot Merger). C OCCUPANCY REQ UIREMENTS: Building use: Occupancy,GroupType of Construction: _ y/t/ Building floor area: OccupantLoad: /-7-4 Basic allowable floor area: sq. ft. Total allowable floor area: s for increase: 0j /r)crea6e� L Compliance with specific occupancy requirement. Occupancy separations (Section 302). ,3! Area separations (Section 504.6). .4� Firewalls due to location on property (Section 503). ,Y. Maximum height requirements (Section 506). i5Draft stops (Section 1505). Ventilation and special hazards requirements (Section 3). 18" Automatic fire sprinkler system (Section 904). I9' Fire alarm systems (Section 310.10). —W Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool, (c) H Occupancies. Smoke detection system. C.D.F. or State Fire Marshal plan review. Electrical Code Requirements (Medical - Article 517, Assembly - Article 518, etc.). 5. Physical Disability Requirements (Title 24). Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS.- — 1. Roof covering requirements (Section 1503). 2. Parapet walls (Section 709.4). 3. Toilet room floors and walls (Section 807). Guardrails (Section 509). June 1997 3.4 I. For - I} ectton Jacket: �/- n Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.5 Detailed typesoonstruction requirements. Proper roof pitch for r oof covering (Section 1507 & 1508). Attic access and ventilation (Section 1505). Roof drainage (Section 1506). Skylights Section (2409 & 2603). Stages and platforms (Section 405). 1`2 7 Interior wall and ceiling finish (Section 801). Fire resistive requirements. Walls, floor, ceiling penetrations ection 702). ,4P5. Wall and ceiling covering installation (Section 25 Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). j Foam Plastic (Section 1715). E. STAIRS, EXITS AND OCCUPANT LOADS: 1. General Exit Requirements (Section 1001.4 & 1006.3). 2. Number of exits, width and locations (Section 1003). 3. Doors (Section 1004). Corridors and exterior exit balconies (Section 1005). 5. Stairways, rise and run, width, winders, and construction (Section 1006). Horizontal exit (Section 1008). ,Y' Exit and smoke proof enclosures (Section 1009). 8. Exit signs and illuminations (Section 1013). ,-9. Adsles taid seating r0 -1-4-&-f0-1-5-). 10. Exits for occupancy groups (Sections 1016 - 1019). X1-1' Floor level exit signs (Title 24 & Section 1013). F. MISCELLANEOUS REQUIREMENTS: 1. Masonry chimney (Section 3102). 2. Veneer (Section 1403). 3. Special Inspection per U.B.C. Section 1701). a. High Strength Bolting. b. Field Welding. C. 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. , k . 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: I. For - I} ectton Jacket: �/- n Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.5 PRCT PROCESSING R*ORD APPLICANT: VVF-" - - OWNER: •. _ Z PERNM 1' ' A. P. /: .n it Q WORK DESCRIPTION: DATE MCRIP U0N OF STEP 19. PR CT PROCESSING Rj f ORD �eyl . Told 4w;,.� cl,"� r , �.�a 9R �IGwtS rttc(nncd (a,�,� �&n00,-j rav� ��s� �j 3 • Z.s .qg u) r) ., COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER rf NO. (Rev.12/96) APPLICATION AND PERMIT '' ASSESSORPARCELNUMB _ _ O n 4a 13 ZONING BUILDING PERMIT " OWNER UJ TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS N¢ RES CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAIUNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING ADDRESS ^['� C-7CJ CXJ Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome Other 0j�6 sPEcl Each Trap 7.00 Solar or heat um water h iter 23.00 Water piping 15.00 Each as water heater vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Otherx Describe Work: Gas piping system 1 - outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT I Filing Feel 20.00 600V OR LESS Main Service 200A OR LESS V 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencin with Section 7000 of Division 3 of the Business and Professions Code, ( g ) 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 Main Service 200A TO 1000A A 46.00 NEW CONST. DWELLING OCC U . OR ADDNS. ( 8 ACC. BLDS SO 3.5QFT. NEW CONST. MULTHIWr NON -REBID. @7.50 WER APP RATUs IR (.7S NGLE O - CIR. ounET FDCTUR Ex. Occup.BAL ' p .50 Ex. OCCU , OFlXE RSD ORA 5.00 Temporary Serviec 1 23.00 Mobile Home Facilities 20.00 Misc. Wirina 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' compensation insurance carrier and policy number are: Carrier Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort with comply i those provisions. X _ Date Signature or Applicant -10 Owner ❑ Contractor ❑ Agent An OSHA permit is requir for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 5'j'. HAZ. p IMP FLooD CDF _ pggCEL pp HD _ _Vol ISSUE This permit is hereby issued under of the Butte County Code and/or indicat above for which fees have By ALewDate PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until* this verification is received. 1. I personally plan provide the or labor and materials for construction of the proposed property im vement : YES NO _ 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person. (firm) to.provide the: proposed cogstruct�on:. ` NAME: ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: t PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: , NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: O. B:: l An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. - Contractors are required by law to be licensed and bonded by the State of California andto havea business license from the city or county. They are also required by law to put their license number on all permits for which they apply. . t rIf you plan to do your own'work, with the exception of various trades that you plan to subcontract, you shoWd be aware of the following information for your benefit and protection: ° 'r e% / ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you .are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is, intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or trough their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, iC6J1_, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 198.10 of the California Health and Safety Code. OVER 1W In�o elf %r T 'r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS _ Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 5.00 Main service EA- ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.y) OR ADONS. ACC. BLOGS. 2¢sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No.00 Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NON -RESIT R. BRANCH CIRCMUL UITS) 2.50 ea NEW CONSTF;L I POWER APPARATUS y1 NON-RESID. SINGLE OUTLET CIR. / Ex. Occup OUTLETS OR FIXTURES a �� IXED APPLNS. OR Ex. OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S _ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An 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 $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST, PARCEL PD ND SSDE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By "� PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date_ Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Aq r - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovi.le, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER � ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER" "NDE UNKNOWN Total Valuation Is Filing Fee E. $ 10.00 LE R'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex ❑ Mobi lehome ❑ Other. SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $� Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADO'L 100 AMP 2.50 NEW CONST.(DWELLING OCCUP.(11) OR ADDNS. l ACC. BLDGS. 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 0 I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. " License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NE WC ON5 T(MULT'_OUTLE NON -RESIT R BRANCH CIRCTITS 2.50 ea NEW CONSTR. IPOWER APPARATUS e) NON-RESID. `SINGLE OUTLET CIR, 50 @ zsc Ex. Occup OUTLETS OR FIXTURES BAL@1 Ex. QCCUp.(OUTLETS FIXED P(RESID 1REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Mise. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ ' I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: if after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee S Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said- County in consequence of the granting of this permit. Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP TYPE OF CONST, PARCEL PD Ho ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date " Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT 0f PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER q ZONING BUILDING PERMIT OWNER TEL PHONE SO. FT. OCC.1 BUILDING VALUATInKT OWNER'S MAILING ADDRESS NTCRA TOR'S NAME ` r /f/1v TELEPHONE 19 6 F1117 CONT ACT O MAILING ADDRESS ��L C�G0 Fireplace CONSTRUCTION LENDER 4,VA1_L UNKNOWN Total Valuation $ FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER N LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDINS, 3 DDRESS r Gv PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PA CEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 D 49k ST CJ TYPE OF WORK New ❑ Addition [n Remodel ❑ UtilitiesEJ Installation Other Describe work: SAI& .1D £c z7 Permit Fee $ Q O 0 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600v OR LESS 100 AMP OR LESS 5•00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. (DWELLING OCCUP.51 OR ADDNS. ACG. BLDGS. 2�sgft CONTRACTORS LICENSE LAW I declare under penal of perjury (check one): r*� IL4 I am licensed under provisions of Chapt. 9, Div. 3 of the Business50®2sa and Professions Code and my license is in full force and effect. License No. :2 Y06 / 5 � Classification 1G `L� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason rNEWi.CONS R' BMURANCH CIRCT Ts 2.50 ea NEw CONSTR /POWER APPARATUS S) NON-RESID. 1SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES BAL@1 Ex. Occup.(OUTLETS FIXED P(RESID )LNS REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare undeetnalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. CKLla have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee S Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue nst saCou ty in conse u ce of the granting of this //permit. ImNk Q X Date �/G� �✓. /��Z Signature of Applicant — Owner ❑ ntractor ❑ 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 $ TOTAL PERMIT FEE $ OCCUP. GROUPT TYPE OF CONST. PARCEL PD I ND I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DI R TOF.OF BLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date ✓ Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT FO ASSESSOR PARCEL NUMBER 42-18-13 ZONING 4- o BUILDING PERMIT OWNER Robert Matson TELEPHONE SO. FT. OCC. BUILDING VALUATION ' O0 OWNER'S MAILING ADDRESS Rt 2 Box 278 (gape) Woodland, CA Re -roof CONTRACTOR'SNAME FOUR COUNTIES ROOFING CO. TELEPHONE 343-1416 CONTRACTOR'S MAILING ADDRESS 1060 Marauder St., Chico, CA 95926 Fireplace c9,?;, RUCTION LENDER UNKNOWN Total Valuation $ O Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 570 0 ARCHITECT OR ENGINEER F_ LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $1 �O BUILgts AD RESS J PLUMBING PERMIT Filing Fee 10.00 v F Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF)M Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U ' Iities ❑ Installation ❑ Other MC Describe work: Re-roof Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 01 OR L Main service 100 AMP ORSLESS 5.00 Main service EA. ADD'L too AMP 2:50 NEW CONST. (DWELLING OCCUP.y) OR ADDNS, l ACC. BLDGS. _ 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneS$ and Professions Code and my license is in full force and effect. License No. 275945 Classification C-39 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONSTT7UL-7 NON -RESIT P- BRANCH CIRCTITS 2.50 ea NEw (CONSTR. POWER APPARATUS &) NON-RESID, SINGLE OUTLET CIR, Ex. Occup OUTLETS OR FIXTURES BAL@1 FIXED APP LHS, OR00 Ex. OCCUp.�OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith Comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against id County in cor.%Qquerice of the granting of this permit. Date 10/7/82 Signatur of Applicant — Owner ❑ Contractor ❑ Agent)M 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 $ TOTAL PERMIT FEE $ 35.00 OCCUP. GROUP I TYPE OF CONST. PARCEL PD I ND I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which IRE TOR OF PUBLIC By PERMIT EXPIRES the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. � �5 � WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUT T OF PUBLIC WORKS 7 County Center Drive - Oro 95965 - Telephone 916/534-4541 APPLI D PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER' - TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS - % , CONTRACTOR'S NAME I TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER -11 1 ' J UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER ILICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 - Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF [:1 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work:—,,,-' f r t t_ _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. l Classification El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.a OR ADDNS. ACC. BLDGS. , h2sgft NEW NON.RESID R. BRANCH CIRCTITS 2.50 ea /POWER APPARATUS el (SINGLE OUTLET CIR. / 20@50C Ex. Occup OUTLETS OR FIXTURES .ALO 30 FIXED APLNS EX. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 g Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. a I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling 9 f Hood 3.00 Ventilation Permit Fee Contractor $ -V 1Y, r I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. 0o X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ /y ji. OCCUP. CONST.TYPC IFL.ODIPARCELI PD ND 159UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date , Receipt No. - n .� WNITC-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT ASSESSOR PARCEL NUMBER _ - 3 COUNTY OF BUTTE - . OF. PUBLIC WORKS PERMIT N , . gy� 7 County Center Drive - Orovill 65 - Telephone 916/534-4541 OWNER'S MAILING ADDRESS APPLICA1 PERMIT C O NTR AC TO R'S NAME ASSESSOR PARCEL NUMBER _ - 3 ZONING BUILDING PERMIT OWNETELEPHONE �. P.J` gy� S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS C O NTR AC TO R'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS i4 k Fireplace CONSTRUCTION SLENDER Ai 0 UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER No"e- LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS at03 G ✓'a W Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 ' Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFX Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets5.00 H10.00 Building sewer 5.00 Mobile Home S G W ea TYPE OF WORK New ❑ Addition ❑(] Remoddeel ❑ Uti lities ❑ Installation[]Other ❑ Describe work: t4yac Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): Iy, 'I-YPc'I I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professio s Cod an my license is in ful force nd effect. /� License No. � Classification �o�-y ❑ 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.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.yd OR ADDNS. ACC. BLDGS. , /20sgft NEW CONSTR. MULTI -OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS POWER APPARATUS 6 (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2ALO30 eAL030 FIXED APPLNS Ex. Occup. OUTLETS ((RESID )REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities .00 Misc. Wiring g .00 t!5 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building. -Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating ppo 41 0400 -17,00 Cooling /�'— nd Hood 3.00 Ventilation Permit Fee $ Do 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. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid County in consequence of the gr Ing of this permit. // X�Date q• 10" gb Si at a of Applicant - pp Owner❑ Contractor ❑ Agent � An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ . Oo occuP. CONST.T7 I IFLOODIPARCELI PD I NO I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which IRE V PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been aid. p WORKS to �� Receipt No. % �jJ to WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT- OF PUBLIC WORKS ' 11 7 County Center Drive .,Oroville, California 95965 -' Phone: 533-1230, Ext. 259 A P P LICATION AND BUILDING PERMIT Permittee Owner ` -�'' �. - A. P. No. 4/ Mailing Address Zoning // "� Sanitation l/ Contractor d--LPlans `� Fees . 4;- IW..C. x - r • ' Mailing Address � `-` t%,Y C' `-� `- ¢ "'"� Planning. ID. P. W. BLDG. Address jY -� ' c �- - • i t; !" ~ ' t—s'Cf^''� • ✓ter ,. 4 NEW ADDITION l •' REPAIRS OTHER Others Single Multi USE OF STRUCTURE FamilyL.+' Duplex 'Dwelling Others F O U N D A T 10 N MATERIAL EXTERIOR PIERS Width at Top Width at Bottom Depth in Ground SQ. FT. OCC. BUILDING VALUATION R.W. PLATE (Sill) SIZE SPACING SPAN Girders. •`�'-� �� tli-- / ,r `-- �• joists - 1st Floor •+� �� �r'� ' , Joists- 2nd Floor r 4A Joists - Ceiling ;2�/,; j• ��-• Total Valuation I -� w. Exterior Sttlds ♦ l• •�f , Permit Fee Interior Studs Plan Checking Fee &/or Penalty Roof Rafters Total Permit Fee I /[f C I Bearing Walls CONTRACTORS LICENSE LAW A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING: I am licensed under the provisions of Chapter. 9, Div. 3, of the State of California Business & Professions Code under the name v styleof...�.�.t;1t%L .........1......i�................................................................................................................................................................................ . License No. �t!�f� Classification � . /,,,,,,,,,,,,,,,,,,,,,,,,,,,,, and certify that the aforesaid license is in -full force and effect. ...f...... .................. B. OWNER -BUILDER & OTHERS COMPLETE THE FOLLOWING: I am exempt from the Contractors License Laws of the State of California under Sec. 7031.5 because (check one): 0 I am the owner of the above property and I will contract to have all of the above work performed by licensed -contractors. (Sec. 7044). 0 I am the owner of the above property and do not intend to offer it for sale for one year from the date of completion of the improvements. (Sec. 7044). Q Basis,. if any, for other statutory exemption,, .................................................................................................................................. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil- ity for Workmen's Compensation. I have placed on file with the County of Butte a certificate of compliance or proof of exemption pursuant to Section 3800. 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. X ........� 1zzel .......:.......................................... fi{'.. Date t/`� SIGNATURE OF PERMITTEE OR AGENT r c Receipt No....... ..{ .:�...`........C...... This BUILDING PERMIT is hereby issued under the appli- cable provisions of County resolutions and/or ordinances. DIRECTOR OF PUBLIC WORKS -/- r BY ........................................ •.......... :'..�.....'............... Date ................................ ♦ Permit Expires Dote .................................. Permittee Owner Mailing Address Contractor Mailing Address BLDG. Address b COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 PHONE: 533-1230, Ext. 259 _. APPLICATION AND ELECTRICAL PERMIT 3"— ase DESCRIPTION OF WORK No. Fee $2.00 % PERMIT FILING FEE NEW ADDITION � METER SERVICE ' j Supplementary Filing Fee 1.00 ti 4 OTHERS: Main Service Range, Dryer or Water Heater Each 1.00 Remarks: Oven, Cook -Top or Space Heater Each .50 Light Fixtures g � Etrst 20 .20 ach Additional .10 0 Receptacles.., Switches & Fixture Outlets First 2020 10 Each Additional :10 USE OF STRUCTURE Hood, Exhaust Fan or F.A. Furn, Motor Each .50 ,/ Single . / Multi Evap. Cooler, Gar. Disp. or Dishwasher Each .50 Family #+ Duplex Dwelling Air Conditioner or Heat Pump Water Pump OTHERS: Misc. Wiring Min. 3.50 Remarks: TOTAL FEE .00 CONTRACTORS LICENSE LAW A. LICENSED CONTRACTORS COMPLETE THE FOLLOWING: I am licensed'under,, the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name Y . styleof............ ` y�........r.....�:��:�� r..............................................................._.................................._..................................................... License No.s�-/7 3 �.. Classification / ........................ . and certify that the aforesaid license is in full force and effect. ........................ 1111........... B. OWNER -BUILDER & OTHERS COMPLETE THE FOLLOWING: I am exempt from the Contractors License Laws of the State of California under Ser. 7031.5 because (check one): 0 I am the owner of the above property and I will contract to have all of the above work performed by licensed contractors. ( Sec. 7044). I am the owner of the above property and do not intend to offer it for sale for one year from the date of completion of the improvements. (Sec. 7044). QBasis, if any, for other statutory exemption................................................................._............................................................................................... WORKMEN'S COMPENSATION INSU 3ANCE I am aware of the provisions of Section 3700 of the California Labor Code which requires every employer to be insured against liabil- ity for Workmen's Compensation. I have placed on file with the County of Butte a certificate of compliance or proof of exemption pursuant to Section 3800. I certify that I have read this application and state that the above information is correct, and agree to comply to all County ordinances and State Laws relating to building construction. Date /°'rQ l/ tJ p X ....................�...... ...........................1111.. .... .1111... 111,1. - ......... 1111... 1111.. SIGNATURE OF PERMITTEE OR AGEN,y Receipt No........;7 ..0 .......... APPROVED ��.......0........ This ELECTRICAL PERMIT is hereby issued under the appli- cable provisions of County Ordinance 887. DIRECTOR OF PUBLIC WORKS + By... ............................................. Dote :; .!.:.6. �9...... r-, f PERMIT NUMBER B 941-73BXPIE P E PERMIT EXPIRES OWNER Robert Matson -�'CONTR:. Louis Thacker, Durham LOCATION (A.P. 'A2-18-13 s1s Grape Way 500' SO. of Sacramento Ave.2Chico wr 47- 73 Zoning Foundation Rgh. Plumbing Rein. Steel Framing Wtr. Htr. Firewall ELECTRIC Temporary Final DATE REMARKS OR CORRECTIONS 0 3 lie , ),r op r �-#t-2 4 40:e -e Z, " �,2- D 6. /,I,� i COUNTY OF BUTTE Department of Public Works f; BUILDING INSP—ECTION RECORD i Setback _ �%id T'�% �j' a 1 FormslG "" 7 3 Piers & Girders 3 Fireplace Bond Beam Lath & Plaster Gas Piping & Test Found. Vents Plmg. Topout Rough Elec. Furnace Kitchen Vent Garage Vents Sanitation & Water GAS BUILDING Temporary Cert. of Occup. Final Final DATE REMARKS OR CORRECTIONS 0 3 lie , ),r op r �-#t-2 4 40:e -e Z, " �,2- D 6. /,I,� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephoned 534-4541- APPLICATION 34-4541APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentio p inspection purposes. I Date Signature of rmitee orAgent Receipt No. � L� White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant 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. DIRECTOR 0 PUBLIC WORKS By— Date Building Permit Expires Datel et'7 BUILDING Owner SQ. FT. OCC. BUILDING VALUATION ©0 Mailing Address Fireplace Contractor C r Total Valuation Mailing Address iZ CPermit Fee Plan Checking Fee &/or Penalty Permit Fee $ Building AddressPLUMBING �— No. @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 \ Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. s °^ Zoning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .50 Fire Zone Fire Dept. Sanit Planning Building sewer 5.00 Plans ✓ Fee W. G. R/W Encroachment Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ OTHER ❑ Permit Fee $ $ ` .0,4,"1 icy'~ ELECTRICAL No. @ r FEE PERMIT FILING FEE $3.00 3 Main service incl. 'I meter Additional meters, each 1.00 USE OF STRUCTURE Single Family Duplex ❑ Others ❑ Sub -panel 2 or le (more than 12) Range, dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 Light fixtures f y Receps., swiJlhes & fix ou lets 1.00 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of Califor 'a Business sions Code under the name style of: Hood, Ex. FanorF.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump -PW_ Misc. wiring License No qg�z Classification — J ❑ i am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ e,7 WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ave placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Permit Fee $ $ I certifythat I have read this application and state that the above pp information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby tate Fee For Srr�rg Motion $0.07/$1000 Evaluation n;trumeet an on n gMot $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentio p inspection purposes. I Date Signature of rmitee orAgent Receipt No. � L� White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant 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. DIRECTOR 0 PUBLIC WORKS By— Date Building Permit Expires Datel et'7 Z-7.00-86 44 9 OFFICE COPY Address 1 GAS, a Meter By_ ELECTRIC pate Meter By Date 614111 i r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS t %.PEiiMIT+NO`s.�, ` 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 t 1 lo% INA APPLICATIOR AND PERMIT ASSESSOR PARCEL NUMBER `- - v ..r 42-18-13 ZONING �• - BUILDING PERMIT OWNER i ` Bob Matson TELEPHONE 195- .076 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2$03 Grape Way,' Chico, CA. 95926 CONTRACTOR'S NAME t .-- � , ersif-ied E.lpct;,Jdel + TELEPHONE 891 19:33 CONTRACTORI,S MAILING ADDRESS- r''�'� 93s' `lanacieY �hiCo CA. 959264 Fireplace CONSTRUCTION LENDER-, UNKNOWN 11 � � � v" \ l\ J }.,, C Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS _. Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS 2803 Grape Way, - PLUMBING PERMIT Filing Fee 10.00 C,A 09926 Each Trap 2.00 Solar Water Heater 20.00 the enc: of Grape Way. , t Water piping s 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 - USE OF STRUCTURE SF 2 Duplex ❑ Mobi lehome ❑ I Other SPECIFY Building sewer 5.00 Mobile Home S G I W 44EOO:e:a TYPE_ OF WORK--_ New ❑ Addition [:]Remodel I Utilit es ❑ Installation❑ Other ❑ Describe work: Inc:C.ease "rviCe to 200 ampere and con6ec t V- 4 ton and 1 - 11 ton 1,C Permit Fee $ Contractor l' ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR00V OR SLESS T1 10.00 10.0( units- Main service EA. ADO'L 100 AMP 2.50 2.5( NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC, BLDGS. ZI/20sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑� I am licensed under provisions of. Chapt. 9, Div. 3 of the Business and Professions Code and m license ,is in full force and effect. y License No. 454345 Classification CIO F-1 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) F-1 I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEWCONSTR ULTI-OUTLET 2.50 ea NON .RESID. BRANCH CIRC ITS NEW CONSTR. (POWER APPARATUS &1 NON-RESID• SINGLE OUTLET CIR. / Ex. Occup(OUTLETS 20@800 \ Ts OR FIXTURES SAL®30 FIXXEEDD APP LNS, OR Ex. Occup. OUTLETS (RESID•) EA.) 2.00 Temporary service 10.00 �} Mobile Home Facilities 15.00 Misc. Wiring Pre Inspect. 15.00 1;00 51..0{ MOtOTS 2 5.0 J Permit Fee., $ 47/50 Contractor v MECHANICAL, PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ® 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. F Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, "and expenses which may in any way accrue against said County in consequence of the granting of this permit. 9/5h 6 XDate Signature of Applicant — Owner ❑ Contractor E]AgentElfJ An'ASHAi 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 $ TOTAL PERMIT FEE $ OCCUP. GROUP TYPE OF CONST. PARCEL PD HD SSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. / DIRECTOR OFOPUBLIC'WORKS By PERMIT EXPIRES Date Receipt No. I"? / 1 WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT r - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERM'T NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 — APPLICATIn'AND PERMIT I ASSESSOR PARCEL NUMBER 42-18-13 ZONING BUILDING PERMIT OWNER Bob Matson TELEPHONE 95-1076 SO. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRESS 2803 Grape Way, Chico, CA. 95926 CONTRACTOR'S NAME Diversified Electrical TELEPHONE 891-1933 CONTRACTOR'S MAILING ADDRESS 1933 Esplanade,—Chico, CA. 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee PLUMBING PERMIT $ Filing Fee 10.00 BUILDING ADDRESS , 2803 Grape Way, ChiGG, CA. 95926 Each Trap 2.00 Solar Water Heater 20.00 the end of Grape Way Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SFR Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S I G I W 10-00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Increase service to 200 ampere and connect 1 - 4 ton and 1 - 1 zton AC Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 IO.O Main service EA. ADD'L 100 AMP 2.50 2 NEW CONST. (( DWELLING OCCUP.& OR ADDNS, l ACC. BLDGS. 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. 454345 Classification C10 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI-OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS NEW CONSTR. ( POWER APPARATUS &'\ NON-RESID, SINGLE OUTLET CIR. / Ex. OCCu 9AL030 pt APPLNS FIXTURES 9AL®30Q FIXED EX. OCCUp• OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring Pre Inspe 15.00 15.00 Motors 2 5.0 10.0 Permit Fee $ 47/50 Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. n I have placed on file with the County of Butte Building Department I� a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid County in con ce a granting of this permit. X Date 9/5/86 Siof re of Applicant — O ner ❑ Contractor ® Agent ❑ An SHA 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 $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD ssuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which RECTO F UBLI BY PERMIT XPIRES Date the applicable provi- resolutions to do fees have been paid. RKS Date IfReceipt No. WHITE-D.P.W.. YELLOW -ASSES OR, PINK -INSPECTOR, GOLDENROD -APPLICANT a FRrOMMJ: NORTON CONSTRUCTION PHONE NO. 530 893 0211 Apr. 01 1999 09:45AM P3 A EldW -IND M lIL • .: '1 3, Td WUt7t7:60 6662 To ',Adtj 42- OA -Y Assessors Map .-No.. CoL)nfy Of, BIL)tl:e AA,,,rh' 1955 TTZO 268 02S ON 3NOHd NOiiondiSNOD N018ON W08J DOD +MtA w4c.TEAS 2.b0 3 ICAr- ow- aAoP 14.9 1,4 • X375 r 23'. 49 Ac. �. cµ1�c' IN. ot1E CA n p 16 1 Zd WW717:60 6661 S0 'add ZLZO 268 0£S ON BNOHd NOIiond1SN00 NOi8ON W08J O.M.B. NO. 3067-0077 ELEVATION CERTIFICATE Expires May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate`does *not provide a waiver of the°flood insurance purchase requirement: This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate,•andlot to supporta tequest for a Letter'of Map Amendment or Re'rision (LOMA or LOMR). ` Instructions for completing this form can be found on the following pages. r SECTION A • PROPERTY INFORMATION - • - FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER ' LTb S • STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER 2.50.2. ' 6112-A P E LJ AH OTHER DESCRIPTION (Lot and Block Numbers, etc.) 'AP1.1 4Z- 16 -13 CIN STATE ZIP CODE c14ico GA q5`j Zv SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE —6. BASE FLOOD ELEVATION (in AO Zones. use depth) O�ooi-1 0200 SEPT: 7-9 19 59 A 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD '29' 9Other (describe on back) U S &i S 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: Ll I I 1510119f feet NGVD (or other FIRM datum. -see Section B, Item 7), L .. . SECTION C BUILDING ELEVATION INFORMATION, 1.. Using the Elevation Certificate Instructions,. indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level—L_ . SLRg 2(a). FIRM Zones Al -A30, AE, AH, and'A (with BFE). The top of the reference level floor from the selected diagram is at an elevation 'of! i I x;51 I i.l feet NGVD (or other FIRM datum -see Section B, Item. 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I I I,U feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor, used as the reference level from the selected diagram is L1 1. Li feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LU.Lj feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No r_ 1 Unknown :3. Indicate the elevation datum system used in determining the above reference level elevations: LJ NGVD '29 YJ Other (describe S under Comments on Page 2). (NOTE. If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section 8, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) U e U 5 4. Elevation reference mark used appears on FIRM: ❑ Yes Z No (See Instructions on Page 4) . 5. The reference level elevation is based on: ❑ actual construction Zconstruction drawings -(NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6.'The elevation of the lowest grade immediately adjacent to the building is: t__L_J_�!�°�.R .Jeet NGVD (or other FIRM datum -see Section B, Item 7). ' • SECTION D COMMUNITY INFORMATION I 1•. If lhe•community official responsible for verifying building elevations- specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's `lowest floor" as defined by the ordinance is: LJ III J1.LJ feel NGVD (or other FIRM datum -see Section B, Item 7). 2. Date of the start of construction or substantial improvement FEMA Form 81-3 1, MAY 93. REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation :. information when the elevation information for Zones At—A30'. AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or, ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a,,property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) _Il,aRV- S A�,�r�S . _ RCF_ 34 Z51 TITLE . COMPANY NAME CIVIL, F_�4CAItJ1;ER �4o1-TNSTA R-- ErJ(41►JELR1niCI ADDRESS CITY STATE 21P 20 DEcL/�.Rp,T10h1 DR.GNIC,o CA �IS°I�3 SIGNATURE � ' DATE PHONE Copies should be made of this Certificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. COMMENTS: Ice& Expires 9-30-99 ' ON • WITH ON PILES, SLAB BASEMENTPIERS, OR COLUMNS • A V A A V - ZONES ZONES 20NES ZONES ZONES F:EFERENCE ?E FEREr:CE BASE LEVEL REFERENCE IEVEI LEVEL FLOOD ( ELETATNON ,.. i•: • :• :..�.. •A:JACENi •REFERENCE BASE BASE ;~"'_' FLOOD GRADE ii;. LEVE EtEVAT�ON REFERENCE FLOOD ELEVATION ADJACENT lEvEl GRADE . '1'i: Vii:;;i i.':.t: ::::';'%::1:'::• :.. i:.: :.:.;: •r: . :.:. OJACENT.'. ' :,'Sri'::• r}:''•'::::::' GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member.. Pace Z t � �' n1 T-PJLA S c� co %-JA L.J 5 ( 5 Alf- 6OT-4 k;Ee£c J£� t O.M.B. NO. 3067-0077 ELEVATION CERTIFICATE Expires May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY } `' NATIONAL FLOOD INSURANCE PROGRAM , ATTENTION: Use of this certificate`does not provide a waiver of the: flood insurance purchase requirement. This form is used only to provide 066 ation information necessaryto ensure compliance with applicable community floodplain management ordinances', to : determine the proper ins_ prance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. _ SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY NAIC NUMBER Zia 3 G1 R -S P E L_) pH OTHER DESCRIPTION (Lot and Block Numbers, etc.) A,P1.1 4Z- 18 -13 CITY STATE ZIP CODE C,i41 c GA 959 �3 SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMBER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX 5. FIRM ZONE —6. BASE FLOOD ELEVATION ISF-PT7. (in AO Zones, use depth) 0&cc1-1 aZ00 5 2911959 A 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD '291 9Other (describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE: I i feet NGVD (or other FIRM datum -see Section.B, Item 7). r _ _ _ SECTION C BUILDING ELEVATION INFORMATION_ 1. Using the Elevation Certificate Instructions,. indicate the diagram number_ from the diagrams, found on Pages,5 and 6 that best describes the subject building's reference level _L— . Sl_ AE _ 2(a). FIRM Zones Al -A30, AE, AH, and'A (with BFE). The top of the reference level floor from the selected diagram is at an elevation Iof 1511 AJ feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of L I I I I I.0 feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is L_ J.LJ feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is L1J.LJ feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? Lj Yes ❑ No L,) Unknown U�US ;3. Indicate the elevation datum system used in determining the above reference level elevations: LJ NGVD '29 X Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 71, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) to e. U,5 4. Elevation reference matk used appears on FIRM: ❑ Yes Z No (See Instructions on Page 4) . 5. The reference level elevation is based on: ❑ actual construction I1Z construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A pest -construction Elevation Certificate will be required once construction is complete.) 6.•The elevation of the lowest grade immediately adjacent to the building is: i I i .feet NGVD (or other FIRM datum -see #Section 8,- Item 7). ' SECTION D COMMUNITY INFORMATION 1•. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: LJ 11_ Ili feet NGVD (or other FIRM datum -see Section B, Item 7). ?. Date of the start of construction or substantial improvement FEMA Form 81-31, MAY 93:. REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation '.information when the elevation information for Zones At—A30; AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law of ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, aproperty owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. / certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) _ M4,I?K- S ADAMS _ _ RC F 34 7-5"1 — TITLE COMPANY NAME E; �I (A I t4 I:e R �40IZTI- S T A iz E nl c� I til E IZ f rJ Cd ADDRESS CITY STATE ZIP Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. & G . IL 34 Items Expires 999 ON WITH ON PILES, SLAB BASEMENT' PIERS, OR COLUMNS ' A V A A V ' ZONES ZONES ZONES ZONES ZONES REFERENCE DEFERENCE BASE LEVEL LEVEL FLOOD I REFERENCE lEvEl ELEVATION ski` i :iii•. }. :'. BASE 6 SE•�.,� REFERENCE A.,JACENT .� FLOOD AD EIEvA 0 GRADE LEVEL REFERENCE ADJACENT - FLOOD ELEVATION lEvEl GRADE :i.::.C`.:::�:�::�:•::.`:`.:::':; ADJACENT:;'. GRADE The diagrams above illustrate the.points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member.. Pace Z O.M.B. NO. 3067.0077 ELEVATION CERTIFICATE Expires May 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM , /ATTENTION: Use of this certificate does not provide a waiver of the. flood insurance purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to : determine the proper- insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION - FOR lrtsuRANCE COMPANY USE BUILDING OWNER'S NAME POLICY NUMBER STREET ADDRESS (Including Apt.. Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBER COMPANY MAIC NUMBER 2-5 a 3 '64 >zA P E LJ AH OTHER DESCRIPTION (Lot and Block Numbers. etc.) API -1 .42-- 1t3 -13 CITY STATE ZIP CODE GI�I GO GA 959 Zy SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): 1. COMMUNITY NUMaER 2. PANEL NUMBER 3. SUFFIX 4. DATE OF FIRM INDEX S. FIRM ZONE S. BASE FLOOD ELEVATION (in AO Zones. use depth) 0&00(1 oZo SI;Pi 21911989 A 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVb '29' 1•Other (describe on back) U S G-1 S 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate .- the community's BFE: I I I 115101-a feet NGVD (or other FIRM datum -see Section. B, Item 7). t SECTION C BUILDING ELEVATION INFORMATION. 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level _� . SLAB 2(a). FIRM Zones Al _A30, A'E; AH, and'A (with BFE). The top of the reference level floor from the selected diagram is at an elevation 'of! I 111511 .d feet NGVD (or other FIRM datum -see Section B, Item. 7). (b). FIRM Zones V1 -V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevationod I I I I I,U feet NGVD (or other FIRM datum -see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is 11111 feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as th2 reference leverfrom the selected diagram is L1J.LJ feet above ❑ or below ❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown UCaS .3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVD '29 X Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7f, then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) U e U 5 4. Elevation reference mark used appears on FIRM: ❑ Yes Z No (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction I1Z construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is: I i i 1?�.feet NGVD (or other FIRM datum -see Section B, Item 7). SECTION D COMMUNITY INFORMATION ` 1•. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the 'lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor" as defined by the ordinance is: L1...L.U_j.0 feet NGVD (or other FIRM datum -see Section B, Item 7). 2, Dale of the start of construction or substantial improvement FEMA Form 81-31, MAY 93. REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation :.information when the elevation information for Zones At—A30; AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or. ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a,'property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Affix Seal) _lAr?K- S ADAM5 _ _ RCE 34 2-5'1 TITLE , COMPANY NAME CIVIL 1✓ �4 641 r� EI:R a 12-TH STAS R-- E rJ U 10 E E rL I rJ Q ADDRESS CITY STATE ZIP 20 DEcLT10t-1 Dlz. _ CNIco CA 0115 SIGNATURE DATE PHONE - °I- Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner. ON SLAB A v ZONES ZONES ?EFERENCE LEVEL y F FI CK;D K l:• • ADJACENT ELEVATION REFERENCE ADJACENT GRADE IEVEI GRADE DE Q IL 34257 Explit+eis 9-30-99 WITH ON PILES, BASEMENT PIERS, OR COLUMNS A A v - 20NES ZONES 20NES AEFERENCE BASE FLOOD LEVEL IREFERENCE LEVEL ELEVATION �. Y; I-VBASE REFERENCE FLOOD art LEVEL ELEVATION ' ..... :>•'•'i`:::i,..S v '°'`.:"•'. .. ,t' ADJACENT The diagrams above illustrate the.points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member.. Page a ®ffices for The Walters- 2803 Grape Way Butte County, California PROJECT DESIGNER: Laurie Norton V _ 543 Alder St. Chico, CA 95928 1^ REPORT PREPARED BY: Marty Runnells Energy Calculation Services 1907 Mangrove Avenue, Suite D Chico, CA 95926 (916)894-8466 Job Number: 99006' I� Date: 3/19/1999 l Jul E U '�UILDIIV °y ®E 4R7-A4W. -Table Of Contents for Title 24 Report ------------ CoverPage .......................................................... 1 Table of Contents ................................................... 2 Nonresidential Performance Title 24 Forms ........................... 3 Form ENV -3 Construction Assemblies .................................. 17 HVAC System Loads Summary ........................................... 23 .Zone Loads Summary .................................................. 25 t ' u PERFORMANCE CERTIFICATE OF COMPLIANCE (part 1 of 3) PERF -1 page 3 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 Project Name: Offices for The Walters (Date: 3/19/1999 Address: 2803 Grape Way Butte County, California (Building Permit No ' I Designer: Frank Glazewski, Architect (Checked by / Date I Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- STATEMENT OF COMPLIANCE This Certificate of Compliance lists the Building features and performance specifications needed to comply with Title 24, Parts 1 and 6, of the State Building Code. This certificate applies only to a Building using the performance compliance approach. The Principal Designers hereby certify that the proposed building design represented in the construction documents and modelled for this permit application are consistent with all other forms and worksheets, specifi- cations, and other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements of 'the State Building Code, Title 24, Part 6, Chapter 1. 1. I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed as a civil engineer, mechanical engineer, electrical engineer or architect. 2. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. 3. I affirm that I am eligible under the exemption to Division 3 of Business and Professions Code by Section of the Code to sign this document as the person responsible preparation; and for the following reason: the the for its SCOPE OF COMPLIANCE (Designers should circle applicable paragraph numbers) ENVELOPE - Required Forms: ENV -1, ENV -2 Location of Mandatory Measures on Plans - Title 24 Principal Designer Laurie Norton Z3/)9/f 1 O2 3 530.893-0211 (Signature) (Date (Circle) LIGHTING - Required Forms: LTG -1, LTG -2 Location of Mandatory Measures o Plans - Title 24 Principal Designer Laurie Norton t 1 (D 3 530.893-0211 (Signature) Date) (Circle) MECHANICAL - Required Forms: MECH-1, MECH-2, MECH-3, MECH-4 Location of Mandatory Measures on Plans - Title 24 Principal Designer. Laurie Norton 3)1?JK 1 203 530.893-0211 (Signature) te) �le) UWY t PPS 01 PERFORMANCE CERTIFICATE OF COMPLIANCE (part 2 of 3) PERF -1 page 4 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 ------------------- -------------------------------------------------- -- --- Project Name: Offices for The Walters (Date: 3/19/1999 I Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- ANNUAL SOURCE ENERGY USE SUMMARY (KBtu/sqft-yr) Epq% 1 `Arp���,. Fi Standard Proposed Compliance . .i. .-..Energy, .Component ------------------------ -------- Design Design -------- Margin Space Heating 9.31 8.76 ---------- 0.55 Space Cooling 38.46 39.96 -1.51 Indoor Fans 41.74 37.23 4.52 Heat Rejection 0.00 0.00 0.00 Pumps 0.00 0.00 0.00 Domestic Hot Water 3.19 3.19 0.00 Lighting 44.21 45.16 -0.96 Receptacle 22.72 22.72 0.00 Process -------- 0.00 0.00 0.00 TOTALS 159.63 -------- 157.03 ---------- 2.60 GENERAL INFORMATION Conditioned Floor Area: 2192 Compliance Method: COMPLY 24 v5.10 Average Ceiling Height: 10.6 Location: Chico Exp Station Glass Area / Wall Area: 0.16 Climate Zone: 11 Average Glazing U -Value: 0.75 Front Orientation: 340 deg (N) SERVICE WATER HEATING Number of Stories: 1 System Type: Gas Fired Number of Zones: 3 System Efficiency: 0.54 Number of Occupancies: 1 Pipe Insulation: 0 ZONE INFORMATION ^Floor Display Inst Tailored Process Tailored Area Perim. LPD Lighting Loads Vent. Zone Name ------------------------------ (sqft) (ft) ------ (w/sf) ------ (waits) (w/sf) -------- (y/n) FIRST.' FLOOR 1440 0 1.57 ------- 0 0 -------- N SECOND FLOOR 752 0 1.47 0 0 N GARAGE 450 0 0.00 0 0 N Epq% 1 `Arp���,. Fi PERFORMANCE CERTIFICATE OF COMPLIANCE (part 3 of 3) PERF -1 page 5 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 ------------------=-------------------------------------------------- _ --- Project Name: Offices for The Walters (Date: 3/19/199T I Documentation: Energy Calculation Services (COMPLY 24 User 2772 --------------------------------------------------------------------------- The documentation preparer hereby certifies that the documentation is accurate and complete. , DOCUMENTATION,AUTHOR _ - _.. Marty Runnells 3/12/99 (916) 894-8466 (Signat re) (Date) EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. BUILDING DEPARTMENT APPROVAL OF EXCEPTIONAL FEATURES JUSTIFICATION: The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. authorized signature or stamp A % CERTIFICATE OF COMPLIANCE - Envelope ENV -1 page 6 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 ---------------------------------------------------------------------- --- Project Name: Offices for The Walters JDate• 3/19/1999 Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- OPAQUE SURFACES Const Assembly Name ----------------------- Type ----- R-19 Exterior. Wall. .. .Wood R-19 Demising Wall Wood R-30 Roof(R.30.2x4.24) Wood R-30 Vlt (R.30.2xl4.24) Wood Exposed Slab On Grade None Hollow Metal Door None FENESTRATION Orient Panes Left (E) 2 Left (E) 2 Left (E) 2 Back (S) 2 Back (S) 2 Back (S) 2 Right (W) 2 Front (N) 2 Front (N) 2 Front (N) 2 Front (N) 2 Front (N) 2 Frame Type Wood Metal Metal Wood Metal Metal Metal Wood Metal Metal Metal Metal Note to Location/Comments Field --------------------------------- ------- Typical to exterior.. -� Typical to garage. To attic. At vaulted ceiling. Exposed slab mass. To exterior. Exterior Shade OH None Y None Y None N None N None N None N None Y None Y None, N None Y None N None N Glazing Type Door (N) Double C1r.Aluminum (N) Double C1r.Aluminum (N) Door (N) Double C1r.Aluminum (N) Double C1r.Aluminum (N) Double C1r.Aluminum (N) Door (N) Double C1r.Aluminum (N) Double C1r.Aluminum (N) Double C1r.Aluminum (N) Double C1r.Aluminum (N) 10� Viet) CERTIFICATE OF COMPLIANCE - Lighting LTG -1 page 7 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-64509_5936 ------------------------------------------------------------------------- Project Name: Offices for The Walters (Date: 3/19/1999 ' I Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- INSTALLED LIGHTING SCHEDULE No of Watts/ Ballast Ballasts/ No of Note to Name Lamp Type Lamps Lamp Type Luminaire Fixt. Field Fluorescent 1 26 Standard 1.0 3 I Fluorescent 2 34 Standard 1.0 1 I Incandescent 1 100 n/a n/a 3 I Fluorescent 4 34 Standard 2.0 20 I MANDATORY AUTOMATIC CONTROLS Control Note to Control Location ID .Control Type Zone Controlled Field ------------------------------------------------------------------- Daylit areas. $$ Dual switching. Areas greater than 250sfl and 1.2 watts per sf. I Applicable $$ Dual switching. Areas greater than 100sfl and 1.2 watts per sf. I I CONTROLS FOR CREDIT Control Note to Control Location ID Control Type Zone Controlled Field -------------------------------------------------------------------- I coin:. R U1L')//VG ®��'A � x _ _ jj�� CERTIFICATE OF COMPLIANCE - Mechanical (part 1 of 2) MECH-1 page 8 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 ---------------------------------------------------------------------_=---- Project. Name: Offices for The Walters IDate: 3/19/1999 I Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- SYSTEM FEATURES - Zone Name,• UNIT 1 Time Control S Setback Control Setback #of Isolation Zones n/a HP Thermostat n/a Electric Heat n/a Fan Control Constant Volume VAV Min Position n/a Simul. Heat/Cool n/a Heat Supply Reset Constant Temp Cool Supply Reset Constant Temp Ventilation C OA Damper Control G Economizer Type No Economizer Outdoor Air CFM 216 Heat Equip Type Gas Furnace Make & Model No. GEN. 100KBTUH FURNACE Cool Equip Type DX Make and Model GENERIC 4 TON UNIT UNIT 2 S Setback n/a n/a n/a Constant Volume n/a n/a Constant Temp Constant Temp C G No Economizer 113 Gas Furnace GEN. 100KBTUH FURNACE DX GENERIC 3 TON UNIT Code Tables --------------------------------7---------------- Time Control Ventilation OA Damper S:Prog Switch B:Air Balance A:Auto O:Occ Sensor C:OA Cert. G:Gravity M:Man Timer M:OA Measure D:Demand Cont N:Natural Note to Field • t �i � CERTIFICATE OF COMPLIANCE - Mechanical (part 2 of 2) MECH-1 page 9 of 26 Run Initiation Time: --------------------------------------------------------------------- 12:15:46 Runcode: 2772-645095936 =---- Project Name: Offices for The Walters IDate: 3/19/1999 Documentation: Energy --------------------------------------------------------------------------- Calculation Services I ICOMPLY 24 User 2772 DUCT INSULATION Duct Tape Insul Note to System Name ----------------------- 'Type Duct -------------------------- Location Allowed R -Val Field GEN...100KBTUH FURNACE,;. Heating Ducts in Attic ------- Yes.. ------------ 4.2 -I - Cooling Ducts in Attic Yes 4.2 I GEN. 100KBTUH FURNACE Heating Ducts in Attic Yes 4.2 I Cooling Ducts in Attic Yes 4.2 I PIPE INSULATION Insul Note to System Name ----------------=------ Pipe Type ----------- Required Field Domestic Hot Water Hot water -------- Yes ------- I GEN. 100KBTUH FURNACE Refrigerant Yes I GEN. 100KBTUH FURNACE Refrigerant Yes I I NOTES TO FIELD - For Building Department Use Only ------------------------ -------------------------------------------------- urre co ENVELOPE COMPLIANCE SUMMARY - Performance (part 1 of 3)ENV-2 page 10 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 ---------------------------------------------------------------------_�--- Project Name: Offices for The Walters Date: 3/19/1999 Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- GENERAL INFORMATION BY ZONE 0 1. PIA Rlpppt- _ T, ; jtj- Flr Floor Display Zone Name. -' ----------------------- 7, Occupancy. -------------- No -Area Volume -Perim. FIRST FLOOR -------- Comp Bldg Office --- 1 ----- 1440 ------ 15840 ------- 0 ' SECOND FLOOR Comp Bldg Office 1 752 7294 0 GARAGE Unconditioned 1 450 3600 0 Total 2642 0 1. PIA Rlpppt- _ T, ; jtj- Li ENVELOPE COMPLIANCE SUMMARY - Performance (part 2 of 3)ENV-2 page 11 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 Project Name: Offices for The Walters IDate: 3/19/1999 Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- OPAQUE SURFACES Act . Solar Type ---- Area ---- U -Val ----- Azm Tilt --- ---- Gains ----- Form ----------------------- 3 Reference Location/Comments :•Wa11. A29 0.062 3470 - 90 Yes R-19 Exterior Wall -------------------- FIRST FLOOR - - Wall 228 0.062 70 90 Yes R-19 Exterior Wall FIRST FLOOR Wall 467 0.062 160 90 Yes R-19 Exterior Wall FIRST FLOOR Wall 250 0.064 Int 90 No R-19 Demising Wall FIRST FLOOR Roof 790 0.033 70 19 Yes R-30 Vlt (R.30.2xl4.24) FIRST FLOOR Slb 1440 0.186 0 180 No Exposed Slab On Grade FIRST FLOOR Wall 218 0.062 340 90 Yes R-19 Exterior Wall SECOND FLOOR Wall 192 0.062 340 90 Yes R-19 Exterior Wall SECOND FLOOR Wall 237 0.062 250 90 Yes R-19 Exterior Wall SECOND FLOOR Roof 744 0.034 70 22 Yes R-30 Roof(R.30.2x4.24) SECOND FLOOR Jim COUWY r10«OING D pE ."PPlqo 1 . .'V I ENVELOPE COMPLIANCE SUMMARY - Performance (part 3 of 3)ENV-2 page 12 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 --------------------------------------------------------------------- =s --- Project Name: Offices for The Walters IDate: 3/19/1999 I Documentation: Energy Calculation Services ICOMPLY 24 User 2772 -----------=--------------------------------------------------------------- FENESTRATION SURFACES SC Act Glass # Type* Area Frame Div U -Val Azm Tilt Only Location/Comments --------------- ----- ---- --- i.-------------- ----- ----------------r---- 1 Wdw Front (N) 10.0 Metal No 0.74 340 90 0.88 FIRST FLOOR 2 Wdw Front (N) 40.0 Wood No 0.72 340 90 0.88 FIRST FLOOR 3 Wdw Front (N) 10.0 Metal No 0.74 340 90 0.88 FIRST FLOOR 4 Wdw Front (N) 6.0 Metal No 0.75 340 90 0.88 FIRST FLOOR 5 Wdw Front (N) 18.0 Metal No 0.82 340 90 0.88 FIRST FLOOR 6 Wdw Front (N) 26.0 Metal No 0.74 340 90 0.88 FIRST FLOOR 7 Wdw Front (N) 18.0 Metal No 0.82 340 90 0.88 FIRST FLOOR 8 Wdw Left (E) 10.0 Metal No 0.74 70 90 0.88 FIRST FLOOR 9 Wdw Left (E) 20.0 Wood No 0.55 70 90 0.88 FIRST FLOOR 10 Wdw Left (E) 10.0 Metal No 0.74 70 90 0.88 FIRST FLOOR 11 Wdw Left (E) 16.0 Metal No 0.75 70 90 0.88 FIRST FLOOR 12 Wdw Left (E) 16.0 Metal No 0.75 70 90 0.88 FIRST FLOOR 13 Wdw Back (S) 20.0 Wood No 0.55 160 90 0.88 FIRST FLOOR 14 Wdw Back (S) 10.0 Metal No 0.74 160 90 0.88 FIRST FLOOR 15 Wdw Back (S) 24.0 Metal No 0.82 160 90 0.88 FIRST FLOOR 16 Wdw Back (S) 36.0 Metal No 0.82 160 90 0.88 FIRST FLOOR 17 Wdw Front (N) 12.0 Metal No 0.82 340 90 0.88 SECOND FLOOR 18 Wdw Front (N) 12.0 Metal No 0.82 340 90 0.88 SECOND FLOOR 19 Wdw Front (N) 20.0 Metal No 0.82 340 90 0.88 SECOND FLOOR 20 Wdw Front (N) 12.0 Metal No 0.82 340 90 0.88 SECOND FLOOR 21 Wdw Front (N) 12.0 Metal No 0.82 340 90 0.88 SECOND FLOOR 22 Wdw Front (N) 6.3 Metal No 0.74 340 90 0.88 SECOND FLOOR 23 Wdw Right (W) 9.0 Metal No 0.75 250 90 0.88 SECOND FLOOR 24 Wdw Right (W) 9.0 Metal No 0.75 250 90 0.88 SECOND FLOOR 25 Wdw Right (W) 6.0 Metal No 0.75 250 90 0.88 SECOND FLOOR 26 Wdw Right (W) 9.0 Metal No 0.75 250 90 0.88 SECOND FLOOR OVERHANGS/SIDE FINS --Window-- -----Overhang------ ---Left Fin--- ---Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Wdw 6.7 1.5 16.0 1.5 5.0 5.0 2 Wdw 6.7 6.0 16.0 1.5 5.0 5.0 3 Wdw 6.7 1.5 16.0 1.5 5.0 5.0 8 Wdw 6.7 1.5 9.0 1.0 4.0 4.0 9 Wdw 6.7 3.0 9.0 1.0 4.0 4.0 10 Wdw 6.7 1.5 9.0 1.0 4.0 4.0 23 Wdw 3.0 3.0 3.0 0.3 6.0 6.0 24 Wdw 3.0 3.0 3.0 0.3 6.0 6.0 25 Wdw 3.0 2.0 3.0 0.3 6.0 6.0 26 Wdw 3.0 3.0 3.0 0.3 6.0 6.0 pp -��� H LIGHTING COMPLIANCE SUMMARY - Performance LTG -2 page 13 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 --------------------------------------------------------------------- =_z--- Project Name: Offices for The Walters IDate: 3/19/1999 Documentation:'Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- ACTUAL LIGHTING POWER No of Watts Total ;- Name,.;: -Des cription ---------------------------------------------- POWER BY ZONE - Lumin ----- per Default• Watts .26w Quad Tube Compact /1 Lamp 3 ----- 37.0 ------- Yes ----- 111 48" T-12 Low Watt /2 Lamp 1 72.0 Yes 72 100w Surface Mount Incandescent 3 100.0 Yes 300 48" T-12 Low Watt /4 Lamp 20 144.0 Yes 2880 TOTALS ----- 2192 SubTotal ------- 3363 3363 Less Control Credits (LTG -3) 0 Total Proposed Watts 3363 * If not CEC Default value, please provide supporting documentation. MODELLED LIGHTING POWER BY ZONE Modelled Floor LPD Total Tailored Zone Name ----------------------- Occupancy ---------------------- Area ----- (w/sf) ------ (watts) (watts) FIRST FLOOR Comp Bldg Office 1440 1.566 ------- 2255 ------- 0 SECOND FLOOR Comp Bldg Office 752 1.473 1108 0 TOTALS ----- 2192 ------ 1.534 ------- 3363 ------- 0 * Note: Tailored Allotment requires supporting documentation on form LTG -4. Ult COUATy ��� CEP to L1 ����� C011i os "PRO �ilrkek- MECHANICAL EQUIPMENT ZONING SUMMARY - Performance MECH-2 page 14 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 --------------=----------------------------------------------------------- Project Name: Offices for The Walters Date: 3/19/1999 Documentation: Energy --------------------------------------------------------------------------- Calculation Services ICOMPLY 24 User 2772 SYSTEM/ZONING SUMMARY No System/Zones Served Central/Zonal System System Type Sys UNIT 1 GEN. 100KBTUH FURNACE Split FAU-A/C 1 FIRST FLOOR GARAGE UNIT 2 GEN. 100KBTUH FURNACE Split FAU-A/C 1. SECOND FLOOR to L1 ����� C011i os "PRO �ilrkek- MECHANICAL EQUIPMENT SUMMARY - Performance MECH-3 page 15 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 ------------------ ---------------------------------------------------=---- Project Name: Offices for The Walters (Date: 3/19/1999 I Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- CENTRAL SYSTEM SUMMARY Sys No No System Name System Type Sys Economizer Type ----------------------------------------------------- 1 GEN. 100KBTUH FURNACE Split FAU-A/C 1 No Economizer 2 GEN. 100KBTUH FURNACE Split FAU-A/C 1 No Economizer CENTRAL SYSTEM RATINGS Sys ------- Heating ------------------ ---------------- Cooling ----------- No Type Output Aux KW EFF Type Output Sensible EER SEER --------------------- ------ -------------------------- ----- ----- 1 Gas Furnace 78000 n/a 0.78 DX 48000 38000 8.60 10.00 2 Gas Furnace 78000 n/a 0.78 DX 36000 26700 8.60 10.00 CENTRAL FAN SUMMARY ------------ Supply Fan ----------- ---- Return Fan --- Sys Mtr Dry Mtr Dry No Fan Type Motor Location CFM BHP Eff Eff CFM BHP Eff Eff =------------------------------- ----- ------ --- --- ----- ----- --- --- 1 Constant Volume Draw -Through 1600 0.75 72 100 None 2 Constant Volume Draw -Through 1200 0.50 70 100 None ZONAL FAN SUMMARY --------- Zonal Fan ------------ Exhaust Fan ----- Mtr Dry Mtr Dry Zone Name No CFM BHP Eff Eff No CFM BHP Eff Eff ----------------------- -- ----- ------ ---- ---- -- ----- ------ ---- ---- FIRST FLOOR None 2 100 0.08 49 100 SECOND FLOOR None 1 100 0.08 49 100 None BOILER SUMMARY AFUE /Rec Rated Stdby Volume System Name System Type Eff Input Loss EF (gals) ----------------------- ----------- ---- ----- ----- ----- ------ GENERIC 40 GAL. GAS DomesticHW 0.760 38000 0.045 0.540 40 OP°PA ' PP)i, , MECHANICAL VENTILATION - Performance MECH-4 page 16 of 26 Run Initiation Time: 12:15:46 Runcode: 2772-645095936 --------------------------------------------------------------------- =---- Project Name: Offices for The Walters (Date: 3/19/1999 Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- VENTILATION SUMMARY BY ZONE Tran Floor sqft CFM Dsg Min sfer Zone Name T Occupancy Area /Occ /Occ CFM CFM CFM FIRST FLOOR Comp Bldg Offi 1440 100 15.0 216 216 0 SECOND FLOOR Comp Bldg Offi 752 100 15.0 113 113 0 TOTALS 329 329 Tailored OA (T=*) requires supporting documentation on MECH-5, Tailored Ventilation and Process Loads Worksheet A 1�, .. PROPOSED CONSTRUCTION ASSEMBLY ENV -3 page 17 of 26 --------------------------------------------------------------------------- Project Name: OffiEes for The Walters IDate: 3/19/199 I Documentation: Energy Calculation Services ICOMPLY 24 User 2772 --------------------------------------------------------------------------- COMPONENT DESCRIPTION Assembly Name: R-19 Exterior Wall ------------- ------- -------- I I Assembly Type: Wall I 78 1 I Assembl,y.,Tilt: 90. deg (Vertical-) I Z I I I Framing Material: Wood I 3 I I I Framing Spacing: 16" O.C. I � I I I Framing Percent: 15.0 % I I I I Absorptivity: 0.70 -------------- Sketch of Construction Assembly Roughness: Glass, Paint on Pine ASSEMBLY U -VALUE ADJUSTMENT FOR FRAMING (1 /19.95) x (0.85) + (1 / 7.60) x (0.15) Weight: Heat Capacity: 7.4 rlb/sgft 2.28 = 0.062 TOTAL U -VALUE = 0.062 TOTAL R -VALUE = 16.04 OUTTF COUNT UILDING r-PPRE Th R -Value Construction Components --------------------------------------------------------------------------- Fr (in) Cavity Frame Outside Air Film 0.17 0.17 1. Siding, Wood Drop 1" x 8" 1.000 0.79 0.79 2. Membrane, Vapor -Permeable Felt' 0.010 0.06 0.06 3. Insulation, Mineral Fiber, R-17.8 * 5.500 17.80 5.45 4. Gypsum or Plaster Board 0.500 0.45 0.45 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Unadjusted R -Values 19.95 7.60 ADJUSTMENT FOR FRAMING (1 /19.95) x (0.85) + (1 / 7.60) x (0.15) Weight: Heat Capacity: 7.4 rlb/sgft 2.28 = 0.062 TOTAL U -VALUE = 0.062 TOTAL R -VALUE = 16.04 OUTTF COUNT UILDING r-PPRE PROPOSED CONSTRUCTION --------------------------------------------------------------------------- ASSEMBLY ENV -3 page 18 of 26 Project Name: Offices for The Walters IDate: 3/19/199 Documentation: Energy --------------------------------------------------------------------------- Calculation Services I ICOMPLY 24 User 2772 COMPONENT DESCRIPTION Assembly Name: R-19 Demising Wall ---------- ------- ---------- I I Assembly Type: Wall I I I_ - _ __ , — �•., _ , L:. _. —Assembly Tilt: 90 deg (Vertical) : -. I I I I Framing Material: Wood I I I 2 I Framing Spacing: 16" O.C. i I Framing Percent: 15.0 % I I I I Absorptivity: 0.70 Sketch of Construction Assembly Roughness: Smooth Plaster, Metal ASSEMBLY U -VALUE ADJUSTMENT FOR FRAMING (1 /19.55) x (0.85) + (1 / 7.19) x (0.15) = 0.064 TOTAL U -VALUE = 0.064 \ Weight: Heat Capacity: 6.8 .lb/sqft 2.06 TOTAL R -VALUE = 15.55 ONG QFC � r Th R -Value Construction Components --------------------------------------------------------------------------- Fr (in) Cavity Frame Outside Air Film 0.17 0.17 1. Gypsum or Plaster Board 0.500 0.45 0.45 2. Insulation, Mineral Fiber, R-17.8 * 5.500 17.80 5.45 3. Gypsum or Plaster Board 0.500 0.45 0.45 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 Unadjusted R -Values 19.55 7.19 ADJUSTMENT FOR FRAMING (1 /19.55) x (0.85) + (1 / 7.19) x (0.15) = 0.064 TOTAL U -VALUE = 0.064 \ Weight: Heat Capacity: 6.8 .lb/sqft 2.06 TOTAL R -VALUE = 15.55 ONG QFC � r PROPOSED CONSTRUCTION --------------------------------------------------------------------------- ASSEMBLY ENV -3 page 19 of 26 Project Name: Offi6es for The Walters (Date: 3/19/199 "Documentation:,Energy ----------------'----------------------------------------------------------- Calculation Services (COMPLY 24•User 2772 COMPONENT DESCRIPTION Assembly Name: R-30 Roof(R.30.2x4.24) I I ------------------------------- Sketch of Construction Assembly ASSEMBLY U -VALUE Assembly Type: Roof Assembly.,, Tilt:,., 22 ;deg ,.(%lted;• Up) - Framing Material: Wood Framing Spacing: 24" O.C. Framing Percent: 7.0 % Absorptivity: 0.70 Roughness: Concrete, Asph. Shingles ADJUSTMENT FOR FRAMING (1 /33.26)• x (0.93) + (1 /12.42) x (0.07) = 0.034 TOTAL U -VALUE = 0.034 TOTAL R -VALUE = 29.77 Weight: 7.9 lb/sqft Heat Capacity: 2.35 4 TPS ,. Th R -Value Construction Components --------------------------------------------------------------------------- Fr (in) Cavity Frame Outside Air Film 0.17 0.17 1. Roofing, Asphalt Shingles 0.250 0.44 0.44 2. Membrane, Vapor -Permeable Felt 0.010 0.06 0.06 3. Plywood 0.500 0.62 0.62 4: Air Space 24.000 0.80 0.80 5. Insulation, Mineral Fiber, R-30 9.250 30.00 9.16 6. Gypsum or Plaster Board 0.625 0.56 0.56 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.61 0.61 Unadjusted R -Values 33.26 12.42 ADJUSTMENT FOR FRAMING (1 /33.26)• x (0.93) + (1 /12.42) x (0.07) = 0.034 TOTAL U -VALUE = 0.034 TOTAL R -VALUE = 29.77 Weight: 7.9 lb/sqft Heat Capacity: 2.35 4 TPS ,. PROPOSED CONSTRUCTION ASSEMBLY ENV -3 page 20 of 26 --------------------------------------------------------------------------- Project Name: Offices for The Walters IDate: 3/19/199J Documentations Energy Calculation Services ICOMPLY 24 User 2772 --------------------- ------------------------------------------------------ COMPONENT DESCRIPTION ------------------------------- Sketch of Construction Assembly Assembly Name: R-30 Vlt (R.30.2xl4.24) Assembly Type: Roof Assembly Tilt: 19 deg (Tilted Up)-- Framing p).Framing Material: Wood Framing Spacing: 24" O.C. Framing Percent: 7.0 % Absorp=ivity: 0.70 Roughness: Concrete, Asph. Shingles ASSEMBLY U -VALUE Th R -Value Construction Components Fr (in) Cavity Frame --------------------------------------------------------------------------- Outside Air Film 0.17 0.17 1. Roofing, Asphalt Shingles 0.250 0.44 0.44 2. Membrane, Vapor -Permeable Felt 0.010 0.06 0.06 3. Plywood 0.500 0.62 0.62 4. Air Space * 3.000 0.79 2.97 5. Insulation, Mineral Fiber, R-30 * 9.250 30.00 9.16 6. Gypsum or Plaster Board 0.500 0.45 0.45 7. 8. 9. Inside Air Film 0.61 0.61 --------------------------------------------------------------------------- Unadjusted R -Values 33.14 14.48 ADJUSTMENT FOR FRAMING (1 /33.14) x (0.93) + (1 /14.48) x (0.07) = 0.033 Weight: Heat Capacity: 7.9.1b/sqft 2.46 TOTAL U -VALUE = 0.033 TOTAL R -VALUE = 30.39 PROPOSED CONSTRUCTION --------------------------------------------------------------------------- ASSEMBLY. ENV -3 page 21 of 26 Project Name: Offices for The Walters (Date: 3/19/199k Documentation: Energy --------------------------------------------------------------------------- Calculation Services (COMPLY 24 User 2772 COMPONENT DESCRIPTION ------------------------------- Assembly Name: Exposed Slab On Grade I I Assembly Type: Floor I I 2 I I I I Assembly Tilt: 180 deg (Horizontal7Floor) Framing Material: None I a n o a I I - I Framing Spacing: n/a II illi I I11` . Framing Percent: 0.0 % I ------------------------------- I I Absorptivity: 0.70 Sketch of Construction Assembly Roughness: Concrete, Asph. Shingles ASSEMBLY U -VALUE Th R -Value Construction Components --------------------------------------------------------------------------- Fr (in) Cavity Frame Outside Air Film 0.17 0.17 1. Earth 24.000 4.00 4.00 2. Concrete, 140 lb, Not Dried 3.500 0.28 0.28 3. 4. 5. 6. .7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.92 0.92 Unadjusted R -Values 5.37 5.37 ADJUSTMENT FOR FRAMING (1 / 5.37) x (1.00) + (1 / 5.37) x (0.00) = 0.186 Weight: Heat Capacity: 210.8 lb/sqft 42.17 TOTAL U -VALUE = 0.186 TOTAL R -VALUE = 5.37 cou"Ir��P�`��79ri PROPOSED CONSTRUCTION --------------------------------------------------------------------------- ASSEMBLY ENV -3 page 22 of 26 Project Name: Offices for The Walters (Date: 3/19/19. Documentation:'Energy ---------------------------------------------------------------------------- Calculation Services ICOMPLY 24 User 2772 COMPONENT DESCRIPTION ----------------- - ------_---- I I I I I I' I I I I I' I I � I I 2 I I I Sketch of Construction Assembly ASSEMBLY U -VALUE Assembly Name: Hollow Metal Door Assembly Type: Door Assembly Tilt: 90 deg (Vertical-) Framing Material: None Framing Spacing: n/a Framing Percent: 0.0 % Absorptivity: 0.70 Roughness: Smooth Plaster, Metal Weight: O.l.lb/sqft Heat Capacity: 0.01 GGG// Th R -Value Construction Components Fr (in) Cavity Frame --------------------------------------------------------------------------- Outside Air Film 0.17 0.17 1. Steel 0.001 0.00 0.00 2. Air Space 1.750 0.87 0.87 3. Steel 0.001 0.00 0.00 4. 5. 6. 7. 8. 9. Inside Air Film --------------------------------------------------------------------------- 0.68 0.68 r Unadjusted R -Values 1.72 1.72 ADJUSTMENT FOR FRAMING (1 / 1.72) x (1..00) + (1 / 1.72) x (0.00) = 0.581 TOTAL U -VALUE = 0.581 TOTAL R -VALUE = 1.72 Weight: O.l.lb/sqft Heat Capacity: 0.01 GGG// HVAC SYSTEM HEATING & COOLING LOAD SUMMARY page 23 of 26 --------------------------=------------------------------------------------ Project Name: Offices.for The Walters JDate: 3/19/19931- Documentation: Energy Calculation Services COMPLY 29 User 2772 --------------------------------------------------------------------------- HVAC SYSTEM DESCRIPTION HVAC System Name: Heating System Name: Cooling System, Name:, System Multiplier: Fan Schedule: Peak Load Method: Relative Humidity: ZONES ON THIS SYSTEM PEAK ----------------------- ---- FIRST FLOOR (Jan 12am) GARAGE (Jan 12am) TOTAL ZONE LOAD Duct Gains & Losses: Ventilation: ( 216 CFM) Return Air Lighting Gain Supply/Return Fan Gain: TOTAL SYSTEM LOAD SYSTEM OUTPUT AT DESIGN CONDITIONS MAIN HEATING & COOLING SYSTEM TOTAL SYSTEM OUTPUT NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sens_ble and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. IlLrrrE cot -t- UNIT 1 GEN. 10OKBTUH FURNACE GENERIC 4. TON UNIT - 1 All On Load Calcs COINCIDENT 50 % COOLING HEATING ------- PEAK SENSIBLE LATENT 18889 ---- (Aug Spm) -------- ------ 33930 3600 0 ------- (Aug 3pm) 0 0 18889 -------- ------ 33930 3600 1889 3393 9956 ( 216 CFM) 5557 -1250 0 0 0 3073] 42880 2350 78000 ------- 39599 5792 78000 -------- ------ 39599 5792 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sens_ble and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. IlLrrrE cot -t- HVAC SYSTEM HEATING & COOLING LOAD SUMMARY page 24 of 26 --------------------------------------------------------------------------- Project Name: Offices for The Walters Date: 3/19/199 �.., Documen' i tion: S Energy Calculation Services` ' .(COMPLY 2'4 User 2772 ' --------------------------------------------------------------------------- HVAC SYSTEM DESCRIPTION HVAC System Name: UNIT 2 Heating System Name: GEN. 10OKBTUH FURNACE .�. _ Cooling_ System,.Name: _ _• _ GENERIC 3 TON UNIT ; ' . ' System Multiplier: 1 Fan Schedule: All On Load Calcs Peak Load Method: COINCIDENT Relative.Humidity: 50 % COOLING ZONES ON THIS SYSTEM ----------------------- PEAK ---- HEATING ------- PEAK SENSIBLE LATENT SECOND FLOOR (Jan 12am) 6471 ------- ---- (Aug Spm) -------- ------ 22027 1880 TOTAL ZONE LOAD 6471 -------- ------ 22027 1880 Duct Gains & Losses: 647 2203 Ventilation: ( 113 CFM) 5199 ( 113 CFM) 2902 -653 Return Air Lighting Gain 0 Supply/Return Fan Gain: 0 ------- 0 TOTAL SYSTEM LOAD 12317 -------- ------ 27132 1227 SYSTEM OUTPUT AT DESIGN CONDITIONS MAIN HEATING & COOLING SYSTEM 78000 ------- 28131 5775 TOTAL SYSTEM OUTPUT 78000 -------- ------ 28131 5775 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow for accurate comparison with manufacturer's output data. Ofrrl� CQJV, 0ep . ppit�6 ZONE HEATING & COOLING LOAD SUMMARY page 25 of 26 -------------------------------------------- ------------------------------ Project Name: Offices for The Walters Date: 3/19/199k ..�K s,�±."+�`fr:::. �t•V � �'.l•+e:Mw�i.:.i:^4"`�27x.'�.?ih;.: µ ,� .,-� •..R: � I. �.. ... ,. .,. Documentation: Energy Calculation Services ICOMPLY 24 Use`ry2772 --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR ZONE ZONE Name: FIRST FLOOR Heating AirFlow: 18889 Btu/hr / [1.07 x 35 F DeltaT)] = 503 cfm Cooling AirFlow: 33930 Btu/hr / [1.07 x 23 F DeltaT)] = 1376 cfm .-_COOLING DESIGN CONDITIONS -------------------- HEATING SENSIBLE LATENT Peak Hour: ------- Jan 12am -------- Aug Spm ------ Indoor Conditions: 70 F DB 78 F DB 50 % RH Outdoor Conditions: 27 F DB 102 F DB 71 F WB LOAD COMPONENT --------------------- Quantity ------------ Btu/hr ------- Btu/hr Btu/hr Wall Conduction 1124.0 sqft 3014 ------- 3264 ------- Window Conduction 290.0 sqft 9213 2965 Door Conduction 0.0 sqft 0 0 Roof Conduction 790.0 sqft 1118 1138 Skylight Conduction 0.0 sqft 0 0 Floor Conduction 0.0 sqft 0 0 Slab Conduction 1440.0 sqft 5544 0 Interior Conduction 270.0 sqft 0 0 Infiltration 0.0 AC/hr 0 0 Solar Gain 290.0 sqft 0 15199 Lighting 2255.0 watts 0 7272 Receptacle 144.0 watts 0 491 Process 0.0 watts 0 0 Occupants 14.4 occs 0 3600 3600 ZONE LOADS ------- 18889 ------- 33930 ------- 3600 Heating AirFlow: 18889 Btu/hr / [1.07 x 35 F DeltaT)] = 503 cfm Cooling AirFlow: 33930 Btu/hr / [1.07 x 23 F DeltaT)] = 1376 cfm ZONE HEATING & COOLING LOAD SUMMARY page 26 of 26 --------------------------------------------------------------------------- Project Name: Offi6es for The Walters JDate: 3/19/19§ •' i,i+1 r f'si�?a:i . i r, .'!. z � r <..._:, .... *. ..,..1n � . , .. ,1 :. t.' �,a 7 •. . I :. ..i. � R. �. I ... ...... — Documentation Energy Calculation Services �`'�COMP�Y 24 User 2772 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SUMMARY OF PEAK HOUR LOADS FOR ZONE ZONE Name: SECOND FLOOR —. COOLING - _ -- DESIGN CONDITIONS HEATING SENSIBLE LATENT -------------------- Peak Hour: ------- Jan 12am -------- Aug 3pm ------ Indoor Conditions: 70 F DB 78 F DB 50 % RH Outdoor Conditions: 27 F DB 102 F DB 71 F WB LOAD COMPONENT Quantity Btu/hr Btu/hr Btu/hr --------------------- Wall Conduction ------------ 646.7 sqft ------- 1734 ------- 2349 ------- Window Conduction 107.3 sqft 3662 1258 Door Conduction 0.0 sqft 0 0 Roof Conduction 744.0 sqft 1075 1182 Skylight Conduction 0.0 sqft 0 0 Floor Conduction 0.0 sqft 0 0 Slab Conduction 0.0 sqft 0 0 Interior Conduction 0.0 sqft 0 0 Infiltration 0.0 AC/hr 0 0 Solar Gain 107.3 sqft 0 11321 Lighting 1108.0 watts 0 3781 Receptacle 75.2 watts 0 257 Process 0.0 watts 0 0 Occupants 7.5 occs 0 1880 1880 ZONE LOADS 6471 22027 1880 Heating AirFlow: 6471 Btu/hr / [1.07 x 35 F DeltaT)] = 172 cfm Cooling AirFlow: 22027 Btu/hr / [1.07 x 23 F DeltaT)] = 893 cfm I . - • 7:..5 L3 COUA JqPP r. LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (530) 893-0112 0 FAX (530) 893-0140 Customer: Address: AP#: Job No: Alpine Engineered Products, Inc. Christian W. Chappell �WM COUNTf 8351 Rovana Circle ppaa Sacramento, CA 95822912ING ®EPARTME (916) 387-0116 APPROVE-0 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 COQ y (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important-Informatiffon for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of tl;e brad en.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed% and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment, fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. J UNTY kRTMEW, 1-1�v� I): GABLE EN) DETAIL S I RCi168ACK (NAIL 10 LEDGER 12' Q.C. I IBRACED AT 55' D.C.1 ,-y A35 LEDGER (NAIL 113(K 1 10 VERTICAL W/2-104 HAILS) GAOL IKI SPA[ING FOR H3 s 56.0' D.C. REFER TO SIPS011 CATALOG C-9411-1 FOR PROUI ATIACIIIENT SPECIFICAIIOH IATTACII A35 III FI DIRECT ICN IPI; (SI l (H) 2x4 F.L. OR H.F. 12 OR / Big SIP.OHGOACK BRACE ' \ S I 1\•\ \ N IPI 1 PEAK PLATE 10 HA1CH CM 11RUSSES. I SI I SPLICE PLATE 10 IIAICII C04QI TRUSSES. (HI 1 HEEL PLATE 10 HAIC)I (OtOl IRLISSES. 10) OP11011 10 WEB FLAI1161 USE (31-2' WIRE STAPLES (0.0)2 OIA./15 GA.) 1DERAILEO IIIRU 111 RO INID WEB L IIRU WEB 111111 [100 Oil DE FACE FUR A TOTAL OF 5 STAPLES. IN 1. IS I ) l (III ) HUST BE PLATED. (6) GABLE EID DESICII BASED Hyl 75MI WIND LOAD. EXPJIS19E -8' AT 0-25 FT. HIEAII lEldll. RIYT HAIERIAL \ (C1 OUILOHKER GAELE EII1 X6 IAGOYIAI ACE 45 2X LEDGER J IIN(f11FIy1 /I ITRUSSES SfRONGBACK (M) BP.ACEO AT 55' D.C. ([) 1x4 (01111M)US LATERAL DRACING FOR BRACE I SIP.U)f'IBACK) FEHOEP. LCIIIGER HIAH 72•. ATIACII AT HIOPOIHT OF EACH BRACE W/2 -8d CIDUM NAILS. 241 HAX GABLE II1TE: CIf DS TO BE 2X4 FIR-LARCII 12 Hill. IIOIE; IVIS DETAIL HAY BE USED FOR IRUSSES '11TI1 NICHED B.C. ALSO. PLATE HAX. WEB LENGIII 1(NIMPORTANTHW-l" tc sPlAva4et;Fon INC. WARNING�if HA,a,IG. 9AAICI10H At 2X4• 0-1-0 3x4• 1 13-6-0 6 - IOd [Mal BLOCK NAILS / •/?-10d HAILS EACH Elf) OUTLOOKER CRITERIA 3.5' HAX. 1YP. 1101[11 or 1 24' O.C. 1.5' HAX. 12' Hill 24• HAX 2X4 F.L. LUMBER GRADES 0 0 0 0 0 0 1(NIMPORTANTHW-l" tc sPlAva4et;Fon INC. WARNING�if HA,a,IG. 9AAICI10H At OAIN oEYI►IrON IPoN INIS imsum OP II[ss s►EclflcAllons. On ANY IAACII4. SE[ 1110.01 0f 1011. EEE 11110 "SIG L= fAl►UAt 10 BUILD III& IRMS IN COIfOANN[E SIM Os111 0► IPI. FOR ADOI/1p1AL SPECIAL PIPNA111NI IAACIl4 O 40119 C01lCIOAI APC NADI Of EDOA OA►v. IIIIL 019104 AIIN OUIP9NINIS. 1AlISS OOCPNUI 114rCA1&0. O A440 EA 0 EICIPI As 14190. APPLY CONCCIMI 10 SUR FACE Of 1f/ alµ WIF7 OIIIMiq lDCA1f0 w 11111 0[HCN rosrllON CACAO S11AAL K LAtEa4LY OPACID On" P uu lY AI11aEp 1t 701040 URAIN114, OOIION E] O[OUfcloAs oIA oSEA► L7 17 Ca =1 G O P&01 PAASIMS IAO. ISO 9 IISA•f. 0&fIGN 11AWAAOs COW4A4 N/APnI9A0►I PaDYIs10Ns Of ros S IFI. IN 11C11CIP'S ON IRIS 90A0111C APPLIES 10 IID COwa19N1 06ICI10 WAS IN 011. jN0 111ALL 191 /9 P91110 LPOII IN ANI 0119A .AY. --•,-1PIy- NII" PROP&PL1 AIIACIAIO PIOIO CIIL114 -- 1O 110111! 19C1s11CAL 1.POAlE 11/1/011 900 001101µl APM1ICAIIoR. /NNIINI A COPS a 111 olsuN 10 ON IIN1s1 IPICIION cd11PACION. IfAlss 1'111[ llgl11111E. IRS - 1001 RA1101NL orsIB11 sl'9c111CA11o11 fail PI01111 CP1171PUcIloN 12' Hill 24• HAX 2X4 F.L. LUMBER GRADES HAX. LEIIGTII WITIIGIIT BRACING (HI HAX. LENGTH W/ SIRIVIGBACK BRACE ISI SIAIIOARO 5 -II -0 II -10-0 30,0 PSF REF cA TC OL 15;0 PSF DATE IOL�94. .o 11 7-9-0 15-6-0 11 6 13EIIEP. 7-9-0 15-6-0 PSF -Et(0 MQ - hUA I TC LL 30,0 PSF REF cA TC OL 15;0 PSF DATE IOL�94. .o OC DL 5.0 PSF ON C0112 615 r !11� OC LL PSF -Et(0 MQ - top, 091 * TOT.LD. 50.0' PSF L01TD.FAC. 1.15 1 SOArIIr . 0.111 u l Job: IIEIAIL-02 ALIEIUTAIE 011ACIIIG 11HIE: SEE IIIIAIIIIIIi Ill)IIIIIIAL Full LIIIII)EII. PLATER. Atli) (11111:11 (IATA JIM 1;110111) IIEIIE, TRUSSES 11150111DE EXTnEIIE CARE III IIAIMI.JIM EAECTIOII AIID OIIAC[I10. IIEFEII III 11'1 I�III-111. 611,11 IVIS I111S1GH Full A11111I1011AI. SPECIAL PEII AIIEIII OIIAMIG AEMIIAEIII:IIIS. IIIM.ESS IITIIF.RF1ISE IIIIIII:AILD. Jill, 1:11U110 SIIAI.I. III' 1XIC TALLY HIIACED 111111 11011PEAIN ATIAI:IIEO PI.VIIAUII SIIL'ATIITIIG, QUTT011 Cllolin HT111 Plllq'kALY ATIACIIEII CL•I1-1110. h x a� ff IA) 1X4 Y7 111 -11 -Fill 00 (IEITEII CONT11111011S I.ATFIIAL 1111ACIIIII III �11: 1:1111ALLY 61'51:111, A I I Aull 111111 131.1I ()d HATI.O. 1111A(' 1111; IA EHIAL TO Ill' SUPPLIED AIM AITA(:Illu AT IIAT11 E1111H TO A 6111TAUE SIIPPOAT UY EIIECTION COIITIIA010fl. NAVY UI' TIIE I1F:LO11 HEIIIIUIIEO I111A6III6 TYPES IIAY HE 01111611111111119 RX4 -T' 1111AM. DAIIE GRADE AS IIfA III?11111111. AITACII HIM 111311 IIAll.0 0 4" O.C. DIIA1,11163 IIATEAIAL 16 UE 51111'1.16 IlY LIICL'TIIIH COIIIIIACTIIII. 1X4 'L" IIIIACE. SAIIE GAADF AS 111111 IIEIIQEA. ATIACII 111111 IGd IIA TLS 0 6' O,C. (111ACI1IG IIATEATAI. TO HE SUPPLIED BY EIIECTION C0111(IACTUII. 2X4 'L' DIIACE. SAME Gf1ADE AS LIED HEHOEA. ATTACII HIM I11id HAILS 0"' (1.0 UIJAC11I0 IIATEAIAL 10 HE SUPPLIED BY WECTION Coll 11dCT011. 6CA0 PHACE SANE SIZE. GRADE AIID LEIIGTII AS NEO IlfllOfil. ppIlAril WITH 11311 1•14ILS & 4' O.C. IIIIACIIIG IIAURIAL 11) UC 611111'LICII BY ElIECTION CONTAAC1011. SEE 0111GIIIAt. AEUIGII Poll PROPE3I 0EWD1910119 I � 1 c o C= toO 1O� �ALPTII o3 1st MUSS 1st t= tm lull CRIT U0114 1. A aeIIIPAf1TAlIT„H;;;;�"OIyrI1N11410IIIb1I1N`IAIIIIING�+�UIUIG'/IIwI[IYItAA11 OUl/llol IMI IIUf 0111"1 IO 11101 L'1tI11tU11111. DI 1111 rlel'n, tet 1110.11111 Irl. Ila lila 0151551 111117t 11 0+111 lia tpa11 111 tu11ti11Ye4 IIh1 atlas 11 M. 111 027111014 1►It11//11441111 IwAe111e Pt 11#111 IP+1pIM IN WOE Of 7761 NII. 1111L 11111110 still (.11 to.1I1111. 011111 0111101{/ 11014110, 10t • ' +ill to 1 14111&1 1,01111. into tY14cl1ns It 1494W11 tr Pwlb 11011 I1 ulLOUitI a11t191 rant IMP jlv,: li01S 111915 A14 "4111 0114014111 INA111 "1 1117 MAUL 1/711101 /1 1111040ILwx11 0441111114, 111011pI11011 • I+� bsoll A' a11tt1011 111 PNdvell Iia 161 i I1n1•I. 11151"1 1111"!rot' V1111 0`001161.1 A11111(a plil0 alt 1111 -- its autAt /Mn Icwl na1111h0 0l 1b1 t 7013 111 11110111.4 11/117 Ila"lu•l "0111 11111.11 1n111utt Irr. CIVIC Vl�� It - to., til 1.11 1+11+114 Wrilt1 10 111 117rtitill ttrltll0 1.11[ 9110111 A11LIc411n1. Ig111Y1 4 t7.I a1 1111: C IL1 till. h0 0111 Iul 09.196110 U?01111 Alit Ih�A tlt._ 11;02"1 11 hK IPV11 IIICtla11Ih111NCIM. •1r 0('(;'.111 '�'i►�11nii•w11ii. !!!i!C 114 - L 11111'111 Ol ml I.LMW ilH PI lm Ml!�1 tV Mn 'I iO�I_ FA IC. LL 30.0 PSF TC DL 15 .0 Prr- Ilr. DL G . 0 PSF 1113 LI_ 0_0 PGF rOT1LH. 60.0 VFW m 131,0`, 511AUG III" A. mEJ1!19a-=v?u_ IME_-91IM 93_ llI1J cl un -fl I!1 f I11lII� -LORI NORTON / WALTERS - TI TOP CHORD 2x6 OF -L #2 BOT CHORD 2x4 DF -L #1 :B2 2x6 OF -L #2: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS SUPPORTS 300# MECH UNIT: SUPPORTED BY TC AT ANY LOCATION; UNIT WIDTH 04-00-00: SUPPORTED BY 3 TRUSSES. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC - 30 LB Conc. Load at 10.00 Ujll TC - 30 LB Conc. Load at 14.00 �O# W5X4 0 �O# THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC (4 24.00' OC & BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 IY ::Z7 W2.5X4 9 FY1.'A'+ IN T\ T 1-J 12 +8-0-0 c5 - w r z L-1-3-0-0--� v f ' ! E COUNI F'- 12-0-0 12-0-0 6-6-0 11-0-0 6-6-0 RIOLDING ®EPA�"ti1MEN,'a I 24-0-0 Over 2 Supports R-887 W-5.5•R,�1076 N-5,5" P P OIN o �, Off N PLT TYP. Wave TPI -95 WARNING Design Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale--.25"/Ft. •"•• TRUSS[$ REDOING E[TREM[ CARE 11 FABRICATION, HANDLING, SHIPPING, INSTALLING ASD Cxo BRACING. AEFES TO NIR -R1 (HANDLING INSTALLING ARC BRACING), PUBLISHED BY TPI (TRUSS PLATE E'►! TC LL 16.0 PSF REF R427--36269 C71 . t[nlTlrT[, SGT 0.ONOFRIO DR., SUITE 200. MADISON. IT $STIP), /00. SAFITY PRACTICES PRIOR TO wA/ TC DL 1D.0 PSF DATE 12/01/98 C7Z /[R►ORMINA THESE FONCTIONS. USLESC OTHERWISE INDICATIO. TOP CHORD SHALL HAVE PROPERLY ATTACHED ---. STRUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CAPPING. -'IMPORTANT-- FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '98 --+ PRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL ].O PSF —6 -RW CAUSR427 98335003 BUILD 711iTRUSSES IR CONFORMANCE WITH TPI; OR FABRICATING- HANDLING, SNIPPING. IWSTALLING AND � ALPINE BIACIIm OP TROSS(S. 'MIS DESIGN CONFORMS WITH A►PLICAILE PROVISIONS OF NDS (NATIONAL DESIGN � BC LL 0.0 PSF CA -ENG AE8/CWC V SPECIFICATION PNOLIStl[D BY TBE ARIRICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE Cz7' CONNECTORS ARE MAD[ OF EDDA ASTM A653 GRID GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO k i� * TOT. L D . 33.0 PSF SE ON - 41602 S=► EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OESION. POSITION CONNECTORS PER tt..,,..,,,,.� 02ANINGS 160 A-1. THE SEAL GN THIS DRAWING INDICATES ACCEPTANCE OF PROFISSIONAL EYDIN[EAIM6 DUR ,FAC , 1.25 FROM KD � �`��1o•0� COMPORENTI eeFORLITSOLELY ANY UITRUSS COMPONENT DESIGN $8001. THE T ANY PARTICLARBVILDINGIS OF HE BUILDINGDESIGNER. PER THIS 1i9S� ANSIIT►I I-IRy SECTION t. SPACING 24.0' s� v W4X4 A a T 12 a W1.5i4ri C� Ls7 z THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC (4 24.00' OC & BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 IY ::Z7 W2.5X4 9 FY1.'A'+ IN T\ T 1-J 12 +8-0-0 c5 - w r z L-1-3-0-0--� v f ' ! E COUNI F'- 12-0-0 12-0-0 6-6-0 11-0-0 6-6-0 RIOLDING ®EPA�"ti1MEN,'a I 24-0-0 Over 2 Supports R-887 W-5.5•R,�1076 N-5,5" P P OIN o �, Off N PLT TYP. Wave TPI -95 WARNING Design Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale--.25"/Ft. •"•• TRUSS[$ REDOING E[TREM[ CARE 11 FABRICATION, HANDLING, SHIPPING, INSTALLING ASD Cxo BRACING. AEFES TO NIR -R1 (HANDLING INSTALLING ARC BRACING), PUBLISHED BY TPI (TRUSS PLATE E'►! TC LL 16.0 PSF REF R427--36269 C71 . t[nlTlrT[, SGT 0.ONOFRIO DR., SUITE 200. MADISON. IT $STIP), /00. SAFITY PRACTICES PRIOR TO wA/ TC DL 1D.0 PSF DATE 12/01/98 C7Z /[R►ORMINA THESE FONCTIONS. USLESC OTHERWISE INDICATIO. TOP CHORD SHALL HAVE PROPERLY ATTACHED ---. STRUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CAPPING. -'IMPORTANT-- FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '98 --+ PRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL ].O PSF —6 -RW CAUSR427 98335003 BUILD 711iTRUSSES IR CONFORMANCE WITH TPI; OR FABRICATING- HANDLING, SNIPPING. IWSTALLING AND � ALPINE BIACIIm OP TROSS(S. 'MIS DESIGN CONFORMS WITH A►PLICAILE PROVISIONS OF NDS (NATIONAL DESIGN � BC LL 0.0 PSF CA -ENG AE8/CWC V SPECIFICATION PNOLIStl[D BY TBE ARIRICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE Cz7' CONNECTORS ARE MAD[ OF EDDA ASTM A653 GRID GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO k i� * TOT. L D . 33.0 PSF SE ON - 41602 S=► EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OESION. POSITION CONNECTORS PER tt..,,..,,,,.� 02ANINGS 160 A-1. THE SEAL GN THIS DRAWING INDICATES ACCEPTANCE OF PROFISSIONAL EYDIN[EAIM6 DUR ,FAC , 1.25 FROM KD � �`��1o•0� COMPORENTI eeFORLITSOLELY ANY UITRUSS COMPONENT DESIGN $8001. THE T ANY PARTICLARBVILDINGIS OF HE BUILDINGDESIGNER. PER THIS 1i9S� ANSIIT►I I-IRy SECTION t. SPACING 24.0' s� ta G7 0 Z N Vy (NORNAL-LORI MORTON / NALTLNS - T1AU ONAG) TOP CHORD 20 OF-!_ #2 BOT CHORD 2x6 DF -1 #2 WEBS 20 DF -L Standard :W2. K4, Kb• WB 2x4 OF -L #1: IPLATES DESIGNED FOR GREEN LUMBER PER HOS-97 TABLE 7.3.3. [DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS TRANSFERS 100.00 PLF ALONG TDP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. OTAPHRAGH AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECURO. NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESLGREO TO SUPPORT 24" OUTLOOZERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS COL22 OR C0123 FOR GABLE REQUIREMENTS. W4X6(R) 4'1 1(1) REV 12102/98 AEG - TOP CHORD BLOCK. PLATING W3X8 0 � I— _. / W2.5X4 o (1)W3X5 4 BIS W6X8(R) N W5X8 0-8-6 4 {1) 3 O(F2) s e -FHIS U114 vntrAHtu rnun Wnrultn tnrui (LUAU4 6 U[nLm IUMa) 3UDn111LU D[ [RU» n,n, •""LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR""" xw THE MAXIMUM HORIZONTAL REACTION IS 2407.921 "' CALCULATED HORIZONTAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.12" DUE 70 OEAO LOAD. SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHEO PURLINS TO BRACE BC 0 72.00. OC. (1)(K) 2x6 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD KITH 2X4 ALPINE PLATE'S Q 241oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. ' w3X 8— 7 Ns 42.5X4 I W6X8 (R) 10 Lk 4 (1) 413X5 Q -8-6A, a-0-0 W3X10(F2) s 12-0-0 12-0-0 6-6-0 11-0-0 6-6-0 24-0-0 Over 2 Supports R-1776 K-5.5' R-1776 N-5.5" RH-+/•2408 (1) . COVf I 'UILDING DEPARTM=N� PPRO W - Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 Desi n Criteria: TPI STD CA - 1 - - - F Scale —.2V/Ft. ••fMNlrO•• [rYiS[f 0.LG trE MOVE C•rl N 19R[UTI f. NrDlirC. PF pG. r7 AN lrc AND ct►art:. ,cfta w rtr-n }xlqD11 IL Lt,D llsrALuw ASO euct,r}, wal(si(1 BY IF( (r,uss FtATt TC LL 16.0 PSF REF R427--36270 INS nToa, ux D•aosatD Il., svlTL tao. aloTsoa, It Lv14)- i0r TATE IT f4tTIC[! 10.109 TO TC DL 10.0 PSF OATS 12/01/48 peFOtrtrO tr[st fuTCrlOrf. WICSf ot[[t,lfr TrD1u tE0, loF u�tD sxltt uf[ ►RD►talr urACH[D ftttlO tllM fAr(lf, NOTION CWID f'tAll /Alt A ilDFt0.lY ATTACU(D ,t410 CU llr6. ••tAoORrArr•• FUR rlsr A COPY ec THIS 0lf1DA r0 THE pSrlllaTlOr Lwtt.c104 llflrL rADrr(ta/° BC DL 7.0 PSF OR4T GUSR421 9831500 taaprtrs. u(. srul NOT IL s<ES►otsrett raa ANY Dnuttor r,or ats otstw: ANY FA(LOYE TO C,i,1815 0.� Bl tC pYfOrTfatlSS[rtr �r Stu im l/1LICOlC Iq0 IJd[O'Ys OP IDYD(0.tT10ral tDESIGN * BC LL 0.0 PSF CA -ENG AEB/CNC frt[t►iCLI[Ilf fail s:t[a BY rYL lrfr l[l[ MISS Lr0 MISS. 1fSOC UTtO r} AN) M. AlOTr1 (cIM, rorS 10.L >••o[ DF 1064 Afrr K53 Gr10 Mr. srEtl. dCE/1 AS WI[D. APPLY [O91C(1O4f 10 � TOT. L0. 33.0 PSF SEAN - 41654 "CO il(t OF ilOff. AND DIMS OTrtlgif[ tOtt ltO dt TY 1S Otf(G t. FOSiI[Ot Commas f(t C OYAfftGt ttD A•t. THE Sfll ON rrlf 91411It9 917ru1[f ACC TI[lttt CF Il.r(fflJlul CrG1Y(rtlts OLIR.FAC, 1.2S FROM XD AIPI[te (?nLr1[ID[iEtl prDtAlC1� 11YD. A[frorsrrurTY solar, Fut Sit r,uss car'wrtu o[stat INNS. TyE su[tlru lrr AAO USE ac Tits SiRDmralgCh9Sn1 �,ftlrllrl�� iCitlt rUilDltO 1$ NJ rtifo,t1,t11TT OF T4 B'J1lDIr60(flGt[r, lEt SPACING 24.01 r•� Lrs N C=; -LORI NORTON / WALTERS - T1D DRAG GE TOP CHORD 2x6 DF -L $2 80T CHORD 2x6 DF -L $2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ID PSF BC LIVE LOAD PER UBC. NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS C0122 OR C0123 FOR GABLE REQUIREMENTS. (K) 2x6 DF -L J2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES 0 24*oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W4X4m THIS DNG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ** THE MAXIMUM HORIZONTAL REACTION 1S 2400# ** SEE DWG GA898117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TRUSS TRANSFERS 100.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. W5X8 (R) W W5X8 (R) 11 / 4 4 L_ 0-8-6 �e-0-0 z z W2X4(A1) Ts W2X4(A1) s-- w �---3 - 0 - 0--{ z L-ra-2 - 8 - 0-.(c.aZs°1F 6-8-0 ��-6 - 7 - B ��c3 �3� 1� 4 �I �-3 - 0 - 0H �- 12-0-0 12-0-0 Q 30 6-6-0 11-0-0 1 6-6-0 1 s 24-0-0 Over 9 Supports �� R-197 PLF W-24-0-0 r c RH-+/-100 PLF OVER 24-0-0 SHEAR WALL iii r_' Note: All Plates Are W1.5X4 Except As Shown. 'PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2e6 CA - 1 - - - F Scale -.25u/Ft. WARRING" TRUSSES REQUIRE ENTREMI CARE 19 FABRICATION, HANDLING. SHIPPING. INSTALLING AND co 6 ACING. REFER f0 HIS -91 (BANKING INSTALLING ARD BRACING). PUBLISHED BY TPI (TRUSS PLATE E TC LL 16.0 PSF REF R427--36271 lHSTITUT(. 603 D-ONOFRIO OR.. SUITE 200. MADISON. NI $3719). FOR SAFETY PRACTICES PRIOR TO �`� TC DL 10.0 PSF DATE 12/01/98 rn PE2FOMIAG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �. STIUCIY2AL PANELS. BOTTOM CHORD SHALL HAVE A PROPEALV ATTACHED RIGID CEILING. *IMPORTANT'" FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �9B BC DL 7.0 PSF DRW CAUSR�21 98335005 �--� -IMPORTANT'" [NC. SgAIL NOT 01 l[SPONSi/l[ /OA ANT DEVIATION FROM 7NI5 DESIGN. MY fAll1AE TO ALPINE BUILD T. TTRUSSE IM COTHISMDESE WITH TVI: OR H AAICATIBLE PROVISION SNIPPING. INSTALLING AND Np,�g >o BC LL 0.0 PSF CA -ENG AEB/CWC BRACING Of TRUSSES. THIS DESIGN GY CONFORMS WITH APPLICABLE PROVISIONS ISIOYS OF tlOS (RATIONAL DESIGN V SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE `'� * TOT. LD. 33.0 PSF SEON - 29289 C-13 CONNECTORS ARE MADE OF TOGA ASTM A651 G2E0 GALV. STEEL. ECCEPT AS NOTED. APPLY CONNECTORS TO La EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS P(A Attim DRAWINGS 160 A -Z. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE[ ins C DUR. FAC. 1 . 25 FROM KD prodaC.ITS RCOMPDY[YT lFORYSOLELY All PARTICULAR 2EBUILDING 16 THEUSS TRESPONSIBILITY Of THE BUILDING DESIGNER. PER THIS Slaimentq PI )•1995 SECTION CA 95828 ANSI/T. SPACING 24.01 WAL-LORI NORTON / WALTERS - T2 MONO) TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 OF -L NF1 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. �WEBS 2x4 DF -L Standard - (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. Lc IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO a: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BRACE TC @ 24.00. OC 8 BC ® 72.00" OC. IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. C-)- LrP N 0 z cry E� v 0 •A 0 a • A W - W2X4 (A1) c.5 z W W1.5X4 QI �a '4U 7 6 1"COUatl a v =-3-0-0---� WILDING I ®EPART'�E fG 16-0-0 Over 2 Supports - ' -R-817 W-5.5'- R-559 !; P I o r m i PLT TYP. Wave TPI -95 Desi n Criteria: TPI STD --IUIRMING-- TRUSSES R[ONIRE EITREME CAR( If FABRICATION, HANOC 116. SHTPPINa. IB STALLING AND CJO .RACING. REfFR TO NIB•91 (HANDLING INSTALLING AAD B11ACI163. PUBLISHED BY TPI (TRUSS PLATE � �•. INSTITUTE. $BS O'ONO►RIO OR.. SUITE 200. MADISON. MI 53T19). FOR SAFETY PRACTICES PRIOR TO 477 PERFOIU1116 THESE FUNCTIONS. UNLESS OTNERMISE INDICATED, TOP CHORD SMALL RAIL PROPERLY ATTACHED �++ STRUCTURAL PANELS, BOTTOM CHORD SBALL MAY( A PROPERLY ATTACIED RIGID CEILING. --IMPORTANT-- 101111111 A COPY OF THIS DESIGN TO THE ]ISTALLATION CONTRACTOR. ALPINE ENGINEERED •.--. PRODUCTS. INC. SN ALL NOT BE RESP0.$1.LE, F00. ANT DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E BUILD TBE TRUSSES 11 CONFORMANCI YITfl TPI: 011 FABRTCATINI. NASDLIMO. SNIPPING, INSTALLING ANO BRACIN6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN V SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C-0 CONNECTORS ARt MADE OF IO6A ASTM A633 6440 .ALV. STEEL. [KEPT AS NOTED. APPLT CONNECTORS TO sn- EACH ►ACE OF TAUSS• AND UNLESS OTHERWISE LOCATED 02 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A•2. THE SEAL 01 TNI$ DRAWING INDICATES ACC[PTARCE OF PROFESSIONAL EIrINEERI.G Bngkccmd y�j�{Q% RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 4 �' O.C""-'n ANTI/TPIT1f19PSNSLCT10ICULAR BUILDING IS THE RESPONSIBILITY Of TSE BUILDING DESIGNER. PER1. 18.2e6 CA - 1 - - F ESS/p TC LL 20.0 PSF TC' DL 10.0 PSF BC DL 7.0 PSF CL98/5 r- SON BC LL 0.0 PSF iI TOT.LD. 37.0 PSF OUR.FAC. 1.25 SPACING 24.0" _Scale —.375"/Ft. REF R427--36212 DATE 12/01/98 ORW CAUSR427 98335001 CA -ENG AEB/CNC SEAN - 29283 FROM KD (I(ORWAL-LORI NORTON / WALTERS - [SGE1 T2A (DTC TOP CHORD 2x6 DF -L #2 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard :W2 2x4 DF -L #I: -PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o" 110 PSF BC LIVE LOAD PER UBC. Lc -'-NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT C"I 24' OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER C=; DETAILS C0122 OR C0123 FOR GABLE REQUIREMENTS. (K) 2x6 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES ® 24'oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. r U O a C1 - Ci W a w W3X6(Al) a z W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWG GAB98117 FOR ADDITIONAL REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC 6 BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W L---3 ��i��� a - 0 - 0—� DSP4,7�' LIS 16-0-0 Over 2 Supports �!.,+, PP� R-1366 W-5,5" R-1210 Note: All Plates Are W1.5X4 Except As Shown. N PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2e6 CA - 1 - - F Scale -.375"/Ft. [>D CA CT _ t� Czg Ca ALPINE 7 Alpk ?10&m, I., Sea>rmPato,CA93:2� --WARNING •• TRUSSES RfQUIRE EXTREME CARE !I FAQRECATION. HANDLING. SNIPPING, INSTALLING AND BRACING. NErfg TO tli0•N1 (HANDLING INSTALLING ARO BRACING). PUBLISHED BT TPI (TRUSS PLATE INSTITutE, ..*0:" J D'OYOfN[0 Dq.. SUITS IDU, MADISON, YI SJT1B). FOR SAFETY pAACTICES PRIOR TO PEOFOAMIN6 iNESL ►INCTi1 UNLESS OTIE ANISE INDICATED, TO► CHORD SNAIL MATE PIOfERIT ATTACNEO STRUCTURAL PANELS. NOTION CMDAD SHALL NATE A PROP[hY ATTACHED RIGID CEILING. •IMPORTANT•- FVAYIS. • N A COPT OF TNIS DESIGN TO THE INSTALLATION CONTRACTORALPINE ENGINEERED PRODUCTS, IAC. SHALL NDT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TME TRUSS($ 1N CONFORMANCE M1TH TPI: 0A FABRICATING, MARKING. SHIPPING, INSTALLING ANO BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF YDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COANICTOIIS ARE RAO t OF 20GA ASTM &663 SAID GALV. STEEL, ILCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TAISS, AND UNLESS DTHERNISN LOCATED ON TWIS OE11GA, POSITION CONBECTOAS PEA ORAYlM6S 160 A•1. THE SEAL ON TH[f DRAM IN6 11DTCATES ACCEPTANCE OF PROFESSIONAL ENGIN[lR1R6 RESPONSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TNIS ANSITFDA ART TIO! ULAR BUILDING IS THE RESPOASIBILITT Of THE BUILDING DESIGNER, PER FTPI1DAP� SEC * c ES .99 fes^ ftCO3B45 r INS * f TC LL TC DL BC DL BC LL 20.0 PSF REF R427--36273 10.0 PSF DATE 1 2 / 0 1 / 9 8 7.0 PSF DRW CAUSR427 98335002 0.0 PSF CA -ENG AEB/CWC TOT.LD. 37.0 PSF SEQN - 29286 DU R .FAC , 1.25 FROM K D SPACING 24.00 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet. COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES 3 Itis the responsibilitvof the installer(builder, building contractor, licensed contractor. erector or erection contractor) toproperly receive. unload, store, handle, irstalland brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structura9 material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling. installing and bracing wood trusses for a particular roof or floor. These recommendations are: based upon the collective experience of leading technical personnel in the wood, CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Instaling & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A. DANGER designates a condition where =ailure -:o follow instructions • r heed wam- Ing will mos: likely result in serious personal injury or death or damage to structures. AWARMNG: A WARNING describes a condition where failure to follow instructions could result in TRUSS PLATE INSTITUTE 583 C'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein b r building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without writen permission of the publisher. Printed in the United States of America. U,SS.STORAGE CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections shou'd be made with minimum o' 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A braced o Trusses stored vertically should be bendingand lessen moisture gain. braced to prevent toppling or fipping. AWARNING: Do not break banding until installation DANGER.: Do not store bundles upright unless begins. Care should be exercised in banding re- A properlybraced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by theDANGER: Walking on trusses which are lying flat 14A bands. Do not use damaged trusses. 11A is extremely dangerous and should be strictly prohibited. Frame 1 Diagonal brace also required on end verticals. roF chords that are laterally braced can buckle cogatherand cause collapse if there is no diago- nalbracing. Diagonal braciag should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MJNO TRUSS; PLUMB 12 .-13 or e, \, greater \ 6• ti r All lateral braces lapped at least 2 trusses. \ - Continuous Top Chord Lateral Brace Required � A, 10' or Greater �4V 5� s, y Attarhment Required AWARNING: Failure to follow these recormlendationscould result In severe personal injury or damage to trusses or buildings. A I I" o Truss I Ge is, I P G(in) I Lesser of D/50 or 2" Maximum Plumb Misplacement. Line 12" Up to 24' 1 3/12 8'1 1712 2' 36" Over 241- 42' 3/12 7' 10 6 4' 60" Over 42' - 54' 3/12 6' 6 4 6' 84" Over 54' See a registered professional engineer 2" DF - Douglas Fir -Larch 108" SP - Southern Pine v HF - Hem -.Fir SPF - Spruce -Pine -Fir ti o0� Diagonal brace also required on end verticals. roF chords that are laterally braced can buckle cogatherand cause collapse if there is no diago- nalbracing. Diagonal braciag should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MJNO TRUSS; PLUMB 12 .-13 or e, \, greater \ 6• ti r All lateral braces lapped at least 2 trusses. \ - Continuous Top Chord Lateral Brace Required � A, 10' or Greater �4V 5� s, y Attarhment Required AWARNING: Failure to follow these recormlendationscould result In severe personal injury or damage to trusses or buildings. A I I" o Truss I Ge is, I P G(in) I Lesser of D/50 or 2" Maximum Plumb Misplacement. Line 12" 1/4" 1 1' 24" 1/2" 1 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1 2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' BOW ±1/4' L(in) L{In) U200 L(ft) 50" 1/4' 4.2' 1301. 250" 150" 20.8' L(in) :::::::::J::::::::::::::::::........ Lesser of 1./200 or 2" L(in) . U200 i L(ft) 200" 11" 16.7' 250" 1-1 /4" 20.8' 300" ; 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed J& on unbraced trusses. Frame 6 �. ) � ^ : _ i. r . DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 1b X116 V_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4%2x6 PARALLEL Continuous CHORD; TRUSS Top chord TQ;P CHORD 'DIAGONAL BRACE. MINIMUM LATERAL BRACE SPACING (DBS) SPAN DEPTH . SPACING(LBs)11110 1MIM91#trusses togetherand cause collapse if there is no diago- SP/DF SPF/IHF.',;: Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 1b X116 V_ The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4%2x6 PARALLEL Continuous CHORD; TRUSS Top chord Lateral Bract Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required f OTrt, es DeS) }9c� SPF�HF� ? C• All lateral braces lapped at least two trusses. 707 End diagonals are ssrtial for stability and must be duplicat on both ends of the truss system. eas rL ot/ 3 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A 2;1 PARALLEL CHORD TRUSS ., CHORD Top chords that are laterally braced can buckle togetherand cause collapse it there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. a All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duel%ate ic_n both ends of the truss system. ys Tr 3p'(pQs) �sSes Frame 5 45° i 30" or greater Continuous Top Chord —\ Lateral Brace Required 10° or Greater Attachment Required - .:• r2 Trusses musthavzlur- ber oriented in the'hor• - zontal direction tc• u;a this brace spaciM Tag L. ne WARNING: Do not a -tach cables, chains, or hooks to the web merrlters. f M.E soo Vso, Z less //or less ""IN;$ Approximately A:)prcximatelyTag '/Y truss length '/ truss length Line Truss spans less then 30'. Spreader Bar Toe In Approximately Less than or equal to 30' Spreader Bar Toe In Approximately '/i to Iii truss Iengtt r Less than or equal to 63' Toe In v - 49 WARNING: Do not lift singletrusses with spans I J& greate- than 30' �)y the peax. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Tag Line Strongback/ SpreaderBar —Toe In At or above mid -height Tag Tag Line Line f, 10 � Approximately i 2/i to 3/J truss length Greater Wan 60' Shongback/ SxeaderBar Approximately I Y, to 3/4 truss length Greater than 60' CAUTION: Temporary gracing shown in this summary sheet is adequate for the installation of trusses with similar coif gurations. Consult a registered professiolal engineer if a diff -Brent bracing arrangemerr, is 3esired. The engineer may design bracing 'n accordance with TPI's Recommended Design Specification for Temporary Bracing of Metall Plate Ccnnected Wood Trusses, DSB-89, anc in some cases determine that a wider spacing is possible. Typ cal horizontal tie member with m.f iple stakes (HT) Frame 2 12 truss of braced oup of trusses (EB) 12 ---1 4 or greater 10 ,t. S DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required as 32 01 \e Top chews that are laterally brace4 cen buckle \\ �.d% X45* S� togetherand cause collapse if there isrno diago- /yam nalbraAV. Diagonal bracing should be nailed to the L rcerside of the top chord when purlins are attacbed to the topside of the top chord. PITCHES TRUSS WARNING: Failure tofollowthase recommendations could result in severe personal injury or damage to trusses or buildingjs. A TOP CHORD i MINIMUM TOPCHORD DIAGONALBCE PITCH LATERAL BRACE SPACING (UB�I 12 SRAt`; DIFFERENCE SPACING(LBS) # trussEs] S ... i 419 FF . F U t� 28' 2 5 7' 17 1 Over i8; - 42' 3.0 6' 1 9 6 s/ Over 42' - 60' 3.0 1 5' 1 5 3 DF - Douglas Fir -Larch SP - Southern Pine HF - hem -Fir SPF - Spruce -Pine -Fir Comfi-mous Top Chord Late -al Brace —� All lateral braces — Requtred lapped at least 2 trusses. , 10' or Greater / Attachment Racuired v 1810 r =450 Frame 3 � o•v tip/ey@Q Top chords that are laterally braced can budkL- � yciQQ� togetherandcause collapse ifthereisnodiago- <<� y not bracing. Diagonal bracing should be na Ild to the underside of the top chord when pur ins are attached to the topside of the top chord. TOP CHORD i Nil I 11111i-..:ii�i!i!iii�iiiiiiiiiiiii:iiiiiI TOP CHORD ' DIAG:ONALBRACE MINIMUM LATERAL BRACE SPACING (DBS ; SPAN PITCH SPACING LB #trusses . .. di Up to 32' 4/12 8' 20 15 Over 32'-48' 4/12 6' 10 7 Over 48'- 60' 1 4/12 1 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required as 32 01 \e Top chews that are laterally brace4 cen buckle \\ �.d% X45* S� togetherand cause collapse if there isrno diago- /yam nalbraAV. Diagonal bracing should be nailed to the L rcerside of the top chord when purlins are attacbed to the topside of the top chord. PITCHES TRUSS WARNING: Failure tofollowthase recommendations could result in severe personal injury or damage to trusses or buildingjs. A TOP CHORD i MINIMUM TOPCHORD DIAGONALBCE PITCH LATERAL BRACE SPACING (UB�I 12 SRAt`; DIFFERENCE SPACING(LBS) # trussEs] S ... i 419 FF . F U t� 28' 2 5 7' 17 1 Over i8; - 42' 3.0 6' 1 9 6 s/ Over 42' - 60' 3.0 1 5' 1 5 3 DF - Douglas Fir -Larch SP - Southern Pine HF - hem -Fir SPF - Spruce -Pine -Fir Comfi-mous Top Chord Late -al Brace —� All lateral braces — Requtred lapped at least 2 trusses. , 10' or Greater / Attachment Racuired v 1810 r =450 Frame 3 � o•v tip/ey@Q Top chords that are laterally braced can budkL- � yciQQ� togetherandcause collapse ifthereisnodiago- <<� y not bracing. Diagonal bracing should be na Ild to the underside of the top chord when pur ins are attached to the topside of the top chord. 12 4 or greater 41 A 00 e,,Bottom cho,d diagonal bracing repeated at each erW of the building and at same spacing as lcp chord diagonal bracing. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. to A WARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A 10 Permanent As continuous lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. BOTTOM CHORD ;! BOTTOM CHORD . ......... DIAGONAk'BRACE MINIMUM _LATERALBRACE SPACING (OBS SPAN IT,. .. ........... ..... ... ..... ............ SPACING(LB trusses] ...... ....... . ....... . ........ ... .... . .. . ....... ISPF/HFIiiiiii Up to 32' 4/12 is, 20 15 Over 32'- 48' 4/12 is, 10 7 Over 48'- 60'1 4/12 1 15' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. to A WARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A 10 Permanent As continuous lateral bracing as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. ` r `�J J TO: MARTHA WHITNEY DATE: 3/3/99 FROM: BOB & PAM WALTERS RE: PERMIT NUMBER 98-2752 PAGE I OF 6 Enclosed you will find response to your letter dated February 4, 1999, and four sets of site plan. Our Arcbitect bas answered most of the questions and I am submitting a supplemental letter for items 1, 3, and 12. 4 { -& ij i A , Robert B. Heaton and associates architects 3044 Palm Avenue Chico, California 95926 (916) 343-8038 February 28, 1999 County of Butte Building Division 7 County Center Drive Oroville, California 95965 1. Project: Bob and Pam Walters 2803 Grape Way Chico, California 95928 Contractor. Lori Norton Plan No: 98-2752 Attn: Martha Plan check response Item 1 By owner. Zncow�p�e,� Item 2.1 Revised — see sheet A-1. Item 2.2 Revised — see sheet A-1. Item 2.3 Revised — see sheet A-1. Item 2.4 Revised — see sheet A-1. Item 3 By owner. Item 4 1-15-99 or 1-27-99 are both correct. 1-15-99 was wet -stamped. Item 5 Corrected as requested. Item 6 See attached letter. Item 7 Engineering was done prior to finalizing roof pitch. This will not be changed, as it does not affect the structure. Item 8 Corrected — see sheet S-2. Item 9 Refer to notes on sheet A-5 (gutter and downspout). Item 10 Corrected — see sheet S-1. Continued on next page... Pagel of 2 IO Continued... �rin�i►�Jc �'ocw�,i,v� rQ�'� Ff ��C� J Item -11 Drinking fountainan occupants — re a er er o emp oyees or to et room . Item 12er-4 -nmvi d o�=mPr by �" Cv-rn tf.U' A per 19v -i I �p� r 44-fere vA4 be tie emplayee Item 14 See sheet S-1 and A-2. Warning curb will be provided per UBC 1133B.8.4. Item. 15 Usable area is 450 SF. Required ventilation is 1/20 of that area, which is 22.5 SF. Operable windows have been revised to (2) 5050SL, which will provide 25 SF of openable window area per UBC 1202.2.1. Item 16 Please clarify "10 feet"? 7 t po Item 17 Corrected as requested. Item 18 Refer to penetration notes on sheet A-1. Item 19 Corrected. Item 20 Noted on plans. Item 21 By owner. Item 22 See attached structural response. If you have any questions, please feel free to contact this office. Sincerely, Frank Glazewski - Architect Page 2 of 2 TO: MARTHA WHITNEY' DATE: 3/3/99 FROM: BOB WALTERS RE: PERMIT #98-2752 PAGE I OF 1 This letter is supplement to our Architects response to your questions. 1. Plot plan enclosed, four sets. 3.1 For twenty years La Petite Flowers has set itself apart from the 15 other florists in town by growing it's own flowers. The flowers are cultivated on site, harvested, and brought to the shop. The flower processing involves all aspects of organic horticulture: starting seeds, planting, cultivating, and harvesting. Then the processing continues in the shop with cutting and arranging bouquets for farmers market, special orders for happy birthday, etc. It is both a wholesale and retail business in the respect that the product is produced here, and then delivered to town for a. fee that includes sales tax. There are two part time employees, in the shop and Pam, the owner. The general public is not invited onsite. This is a remote studio type business. The 15 other florists have the public foot traffic. 12. We have found in 7 t one unisex toilet will suffice for an occupancy load of four Pers ere are two a employees and Pam, the owner d r Robert B. Heaton and associates architects 3044 Palm Avenue Chico, California 95926 (916) 343-8038 February 28, 1999 County of Butte Building Division 7 County Centef Drive Oroville, California 95965 Project: Bob and Pam Walters 2803 Grape Way Chico, California 95928 Contractor: Lori Norton Plan No: 98-2752 Truss manufacturer: Longfellow Lumber — dated 12-01-98 Attn: Martha Truss submittal certification letter This letter is to certify that I have reviewed the truss calculations for the above-mentioned project, and find them to be in compliance with the plans and specifications; including, but not limited to, connections, truss loads, load path and bearing points, etc. If you have any questions, please feel free to contact ffice. Sincerely, N � Frank Glazewski - Architect 70 .. , , _ d: l+D .'.1 • Robert B. Heaton and associates architects 3044 Palm Avenue Chico, California 95926 (916) 343-8038 February 28, 1999 ' County of Butte Building Division 7 County Center Drive Oroville, California 95965 Project Bob and Pam Walters 2803 Grape Way Chico, California 95928 Contractor. Lori Norton Plan No: 98-2752 Attn: Michael Mooney Plan check response -.structural Item 1 Refer to detail 15/S-5. Item 2 Spacing of all shear connectors is noted on framing plans. Also note legend in title block at each framing plan which has a brief description of the member to be connected. Item 3 We will- be: using. common. nails. Plywood panel siding is already compromised compared to rated sheathing. P -nails add to that strength reduction. I do not usually allow anything but common nails for plywood panel siding or HF applications. See note on shear schedule indicating that common nails are to be used. If you have any questions, please feel free to contact this offic . Sincerely, USED A � N � 27470 � Frank Glazewski - Architect f 9�� 08-31 qcb Page 1 of 1 OF CA `�F STRUCTURAL CALCULATIONS :] ROBERT B. HEATON and associates architects 2044 Palm Avenue Chico, California 95926 (530)343-8038 Robert B. Heaton C-9192 Frank M. Glazewski C-27470 U Wind loading Basic wind speed 80 !mph •Exposure B i Seismic Seismic zone 3 Gravity loading Roof live load 16 ipsf Floor live load 40 !psf Balcony live load 6 psf Soil data Allowable bearing 1.500 ksf UBC Classification 4 0 0 Frank Glazewski - Architect Date 11/4/98 1907 Mangrove Avenue Suite E Chico, California 95926 FG Tel (530) 343-4630 Calculation data Job name Walters - Ag building Code used 11994 Uniform Building Code Jurisdiction !County of Butte Wind loading Basic wind speed 80 !mph •Exposure B i Seismic Seismic zone 3 Gravity loading Roof live load 16 ipsf Floor live load 40 !psf Balcony live load 6 psf Soil data Allowable bearing 1.500 ksf UBC Classification 4 0 0 3 Soil Frank Glazewski - Architect Date 11/4/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Soil data ' Description Walters - Ag'building Soil classificationi_ 4:::]Reference table 18 -I -A 1994 UBC Soil weightt0110; kcf 1 Input data for user defined classification ' Allowable bearing pressur0. 0 ksf Max. allowable pressure 0.000 ; ksf Increase for depth 0.000 I ksf/ft depth ' Increase for width 0.000 ;ksf/ft width Friction coef i ient 0.000 i Lateral bearing (passive) 0.000 I ksf/ft. of depth below grade Increase for wind/seismic 1.330 J ' Include footing weight when calculating soil pressure ? yes Soil data used for design ' Allowable bearing pressur 1.500 ksf Max. allowable pressure 4.500 ksf ' Increase for depth 0.300 ksf/ft depth Increase for width 0.300 ksf/ft width Friction coefficient 0.250 ' Lateral bearing (passive) 0.150 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.000 ksf ' Page l i S L) Y- C r j Ira �Iply Com( 3,0 P mss i -o D` —7,0 ul e o psi 0 Jos -F except 3_ rZ �Se Z D- O �o r� f 1 1 1 1 1 1 1 1 1 1 � f 2 -2 " 10 P OC, S v m �.a ✓."� 0.1 o �s rL- f 1 1 1 1 1 1 1 1 1 1 � f 2 -2 'BEAM ����.t�/� Roof rafters over shop 14" TJI@/Pro TM -250 JOIST @ 24.0" o/c TJ-BeamT' v5.03 Serial Number: 707206646 BEAMUSA 1001 6/5/98 3:21:29 AM Page 1 of 1 Build Code: 041 . THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ' / Member Slope: 5/12 Roof Slope: 5/12 D 0' F211 A 24' ' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting ROOF Application. Loads(psf): 16 Live at 125% duration, 13 Dead ' SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH • LENGTH JUSTIFICATION. LIVE/ DEAD/ TOTAL 1 2x4 plate 3.50" 1.75" Left Face 384 / 338 / 722 2 2x4 plate 3.50" 1.75" Right Face 384 / 338 / 722 .. - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): R1. DETAIL OTHER Detail R1 SB Shear Blocking Detail R1 SB Shear Blocking DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION ' Shear(lb) 709 704 2138 Passed(33%) LT. end Span 1 under Roof loading Reaction(lb) 709 709 1269 Passed(56%) Bearing 1 under Roof loading Moment(ft-Ib) 4183 4183 6773 Passed(62%) MID Span 1 under Roof loading Live Defl.(in) 0.585 1.277 Passed(U524) MID Span 1 under Roof loading Total Defl.(in) 1.100 1.703 Passed(U279) MID Span 1 under Roof loading Allowable moment was increased for repetitive member usage. Deflection Criteria: STANDARD (LL:U240, TL:U180). ADDITIONAL NOTES: ' IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJM Distribution product listed above. Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and - positioning of lateral bracing is required to achieve member stability. Design assumes adequate continuous lateral support of the compression edge. -'(Minimum cut length) = (Overall horizontal length) x 1.083 + 5 7/8" ' PROJECT INFORMATION OPERATOR INFORMATION: Shop Building Frank Glazewski Bob and Pam Walters Tarman Architectural Group Copyright © 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pro- and TJ-BeamT" are trademarks of Trus Joist MacMillan. ' TJI® is a registered trademark of Trus Joist MacMillan. JutdT-S w�,=.oiy kS-F I � 1 ( z • IS,�S ' MAXSPAN2 i36Yii_l51 1 ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity-------- - - --11/-4/98 ------------------------------------------------ Description »RR -2+ » ' ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .014 ksf Load duration factor > 1.250 Live load > .020 ksf Joist spacing > 24.000 inches t Total load > .034 ksf Repetitive (Y/N)?> Y Tributary load > .068 klf ----------------------------------- Concentrated load> ' .000 kips Eq uniform load > .000 klf --------------------------- SECTION,PROPERTIES--------------------------- Member thickness > 1.500 inches ' Member width > 9.250 inches Section modulus > 21.391 inA3 Area > 13.875 in�2 Moment of inertia > 98.932 inA4 ' --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc± Fc- E ' DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.100 (APPLY TO Fb) Size factor Cf > 1.100 (APPLY TO Ft) ' Size factor Cf > 1.000 (APPLY TO Fc») Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc± Fc- E ' DFL NO2---------1384_- 633 119 625 1300 1600000 ---MAXIMUM SPANS ------------------------------ ----------------------------- ----- Max. span as limited by: Bending > 17.034 feet Shear > 32.307 feet Total load deflection (L/240) > 17.295 feet O;TL > .865 inches ' Live load deflection (L/360) > 18.025 feet (ELL > .600 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ ' Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > 1.098 kips <ok> o of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 2.466 ft -kips <ok> ' % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches 1 Total load deflection i > .000 in. L/ 0 ,0. SSBM 6 12:22 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 11/ 2/98 ------------------------------------------------------------------------ Description >> RB -1 ---------------------------------GENERAL-------------------------------- Span (L) > 15.000 feet Repetetive ? > N Reduce shear for bm depth > N Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .329 kips/ft 46 % TL Uniform live load > .380 kips/ft 54 % TL Uniform total load > .709 kips/ft End reactions ........................... DL > 2.468 kips LL > 2.850 kips TL > 5.318 kips Design loads ............................ Total load moment (M) > 19.941 ft -kips Total load shear (V) > 5.318 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft. Fv Fc± Fc- E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .976 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb- Ft Fv Fc± Fc- E DFGL 24F -V4 2927 1150 206 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 3.125 inches Member depth > 15.000 inches Required Actual Comment S (in'3) > 81.765 117.188 <ok> A (in'2) > 38.673 46.875 <ok> I (in'4) > 878.906 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .510 inches L/ 353 <OK> Live load deflection > .274 inches L/ 658 <OK> Dead load deflection > .237 inches Minimum camber (glu-lams) > .355 inches <1.5*DL deflection> Standard 20001R camber > .169 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 8.181 inA2 Minimum length > 2.618 inches Assuming full width bearing ' SSBM 6 1:33 AM ' ------------------------------------------------------------------------ Rev 9-13-93 • 'SIMPLE 11/4/98 SPAN BEAM - UNIFORM LOAD----------- - -------------------------------------------------- Description >> RB -2 ' -------7-------- ---------------GENERAL------------------ Span (L) > 12.500 feet Repetetive ? > N Reduce shear for bm depth > N ' Laterally supported (YIN). > Y lu > .000 feet le > .000 feet Slenderness factor �Cs > .000 ' Ck > 27.920 --------------------------------ACTIONS--------------------------------- Uniform dead load > .080 kips/ft 50 % TL ' Uniform live load > .080 kips/ft 50 o TL Uniform total load > .160 kips/ft End reactions ........................... DL > .500 kips ' LL > .500 kips TL > 1.000 kips Design loads ............................ Total load moment (M) > 3.125 ft -kips Total load shear (V) > 1.000 kips --------------- = ---------- LUMBER DESIGN VALUES-------------------------- ' Base values ' Species Grade Fb Ft Fv Fc± Fc- E DFL N01 -BM 1350 675 85 625 925 1600000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr > 1.000 ' Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc± Fc � E ' DFL N01 -BM 1688 675 106 625 925 1600000 --------------------------------BEAM DATA ------------------------------- Member width > 5.500 inches ' Member depth > 7.250 inches Required Actual Comment S (in'3) >- 22.222 48.182 <ok> ' A.(in^2) > 14.118 39.875 <ok> I (in'4) > 174.661 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .315 inches L/ 477 <OK> ' Live load deflection > .157 inches L/ 954 <OK> Dead load deflection > .157 inches ' Minimum camber (glu-lams) > Standard 2000'R camber > .236 .117 inches inches <1.5*DL deflection> --------------------------CHECK MIN. BRG. AREA --------------------------- Minimum area > 1.600 in�2 Minimum length > .291 inches Assuming full width bearing [Z �I -7S� 25�• I q) l I S• ?.S +,0 2 0 1 WQ,Q� IE3Z�z-a2o)�IS'1T = Zof9k�� wA-C-x. C {� cz v TjA w I f J C. Gv� Piv-eiv� 1 I ' SSBM 6 3:58 AM ------------------------------------------------------------------------ ' Rev 9.-13-93 ' -------SIMPLE SPAN BEAM - UNIFORM LOAD --------11/-4/98 ------------------------------------- --- Description >> RB -3 ' -- ---------------=-----------------GENERAL-------------------------------- Span (L) > 16.750 feet Repetetive ? > N Reduce shear for bm depth > N ' Laterally supported (Y/N) > Y 1u > .000 feet le > .000 feet ' Slenderness factor Cs > 1 .000 Ck > 27.920 • --------------------------------ACTIONS----------------------,----------- Uniform dead load > .164 kips/ft 44 01 TL ' Uniform live load > .206 kips/ft 56 % TL Uniform total load > .370 kips/ft End reactions......... .............:,* ' DL > 1.374 kips LL > 1.725 kips TL > 3.099 kips Design loads....... ................. ' Total load moment (M) > 12.976 ft -kips Total load shear (V) > 3.099 kips ---------------------------LUMBER DESIGN VALUES ------------------------'-- Base values Species Grade Fb Ft Fv Fc± Fc- E DFL NO1=BM 1350 675 85 625 925 1600000 ' Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» •' Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted values ' Species Grade Fb Ft Fv Fc± Fc- E DFL NO1-BM 1688 675 106 625 925 1600000 ---------=---------------------- BEAM DATA------------------------------- ' Member width > 5.500 inches Member depth > 11.250 inches Required Actual Comment S (in'3) > 92.274 116.016 <ok> A (in�2) > 43.747 61.875 <ok> I (in'4) > 652.588 ------------------------------ DEFLECTIONS ------------------------------- ' Total load deflection > .628 inches L/ 320 <OK> Live load deflection > .349 inche's L/ 575 <OK> Dead load deflection > .278 inches Minimum camber (glu-lams) > .417 inches <1.5*DL deflection> ' Standard 2000'R camber > .210 inches ---------------------=----CHECK MIN. BRG. AREA -------------------------- Minimum area > 4.958 inA2 ' Minimum length > •.901 inches Assuming full width bearing H -i Wim= 5g�k/ r I T2 - i. i � •zS� i. 'SSBM_6 1:36 AM ------------------------------------------------------------------------ ' Rev 9_13_93- ----SIMPLE SPAN BEAM - UNIFORM LOAD -----11/ 4/98 ----------------------- Description >> H-1 ------------------------------------ GENERAL -------------------------------- Spa '----------------- ---------------GENERAL-------------------------------- Span (L) > 8.250 feet Repetetive ? > N Reduce shear for bm depth > N ' Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet ' Slenderness factor Cs > .000 Ck > 34.680 --------------------------------ACTIONS--------------------------------- Uniform dead load > .329 kips/ft 46 o TL ' Uniform live load > .3,80 kips/ft 54 o TL Uniform total load > ..709 kips/ft End -reactions .......................... DL > 1.357 kips LL > 1.568 'kips TL > 2.925 kips ' Design loads ............................ Total load moment (M) > 6.032 ft -kips Total load shear (V) > 2.925 • kips ----- values ------ Base ---------------LUMBER DESIGN VALUES-------------------------- 'Species Grade Fb Ft Fv Fc± Fc- E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.100 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted values ' Species Grade Fb Ft Fv Fc± Fc- E DFL NO2 1203 575 119 625 1300 1600000 --------------------------------BEAM DATA------------------------------- ' Member width > 3.500 inches Member depth > 11.250 inches Required Actual Comment S (in^3) > 60.164 73.828 <ok> ' A (in'2) > 36.943 39.375 <ok> I (in'4) > 415.283 ------------------------------ DEFLECTIONS ------------------------------- Total load deflection > .111 inches L/ 890 <OK> Live load deflection > .060 inches L/ 1661 <OK> Dead load deflection > .052 inches Minimum camber (glu-lams) > .077 inches <1.5*DL deflection> ' Standard 2000'R camber > .051 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 4.679 inA2 ' Minimum length >' 1.337 inches Assuming full width bearing J� w ' SSBM 6 4:03 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD. 11/ --------------------_----------------------- Description >> H-2 ' ----------------»---------------GENERAL-------------------------------- Span (L) • > 14.250 feet Repetetive ? > N Reduce shear for bm depth > N ' Laterally supported (YIN) > Y lu > .000. feet le > .000 feet Slenderness factor Cs > .000 ' Ck > 27.920 -------------------------------- ACTIONS --,------------------------------- Uniform dead load > .134 kips/ft 60 o TL ' Uniform live load > .091 kips/ft 40 % TL Uniform total load > .225 kips/ft End reactions .......................... ADL > .955 kips ' LL > .648 kips TL > 1.603 kips Design loads ............................ Total load moment (M) > 5.711 ft -kips Total load shear (V) > 1.603 kips --------------------------LUMBER DESIGN VALUES -------------------------- ' Base values • Species Grade Fb Ft Fv Fc± Fc- E DFL N01 -BM 1350 675 85 625 925 1600000 Size factor Cf > 1.000 Apply to Fb ' Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc» Repetitive member factor Cr .> 1.000 ' Load duration factor Cd > 1.250 fl Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc± Fc- E ' DFL ' N01 -BM 1688 675 106 625 925 1600000 -------=-----------.-------------BEAM DATA------------------------------- Member width > 5.500 inches Member depth > 9.250 inches Required Actual Comment S (in^3) >' 40.613 78.432 <ok> A (in�2) > 22.632 50.875 <ok> I (in'4) > 362.749 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .360 inches L/ 475 <OK> ' Live load deflection > .145 inches L/ 1176 <OK> Dead load deflection > .214 inches Minimum camber (glu-lams) > .321 inches <1.5*DL deflection> ' Standard 2000'R camber > .152 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 2.565 inA2 '' Minimum length > .466 inches Assuming full width bearing Fs- wr,QQ=.oIZr� t 'TJ•B." v5.20 SerriialN'Nuumber:708042917 11.875"TJI®/Pro T""-250 JOIST @ 24.0"®/c BEAMUSA 1001 11/4/98 10:37:29 AM Page 1 of 1 Build Code: 070 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED FI -1 � 1- 1' � �J 16' Product Diagram is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting FLOOR - RES. Application. Loads(psf): 50 Live at 100% duration, 12 Dead, 0 Partition ' SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 plate 5.50" 4.25" Left Face 800 / 192 / 992 Detail A3 1.25" LSL Rim ' 2 2x4'plate 5.50" 4.25" Right Face 800 / 192 / 992 Detail A3 1.25" LSL Rim - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. - CAUTION: Required bearing length(s) exceed the minimum shown in the TJM Builder's guide for single family residential applications. Limits: End supports, 3.5". Intermediate supports, 3.5" with web stiffeners and 5.25" without web stiffeners. ' DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(Ib) 946 935 1420 Passed(66%) LT. end Span 1 under Floor loading t Reaction(lb) 946 946 1420 Passed(67%) Bearing 1 under Floor loading Moment(ft-Ib) 3605 3605 4430 Passed(81%) MID Span 1 under Floor loading Live Defl.(in) 0.357 0.381 Passed(U513) MID Span 1 under Floor loading Total Defl.(in) 0.442 0.762 Passed(U414) MID Span 1 under Floor loading ' TJ -Pro Rating 46 Any Passed Span 1 - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STAN DARD(LL: U480, TL:U240). - Deflection analysis is based on composite action with single layer of the appropriate span -rated, GLUED & NAILED wood decking. ' Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. TJ -Pro TM RATING SYSTEM ' The TJ -Pro (USA) Rating System value is based on a Glued & Nailed 1 OSB decking. This system is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck has not been performed by the program. ADDITIONAL NOTES: ` ' - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. ' Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION OPERATOR INFORMATION: ' Walters Ag Building Frank Glazewski - Architect Frank Glazewski 1907 Mangrove Avenue Suite'E Chico, CA 95973 ' 530-343-4630 530-894-3422 Copyright © 1998 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pro TM, TJ -Prot" and TJ -Beam- are trademarks of Trus Joist MacMillan. TJI® is a registered trademark of Trus Joist MacMillan. ' C:\TJBeam\NA\Floor framing at Walters project.bm F:: -t3-( r-, R1 — 2 z c0. 11 �/Vlw�aX: Z I•l 1 32 iy2.0F 2 {�/l7, t6�KC(oo'/� 7S k e l UU 0/, r` 3YZ Z -v XlD 6 �� oz 6 Oki b� 20 WALLFRAM 10:47 AM 11/ 4/98 000000000000000000000000000000000000000000000000000000000000000000000000 Rev 4-02-96 Wall framing - 1994 UBC 000000000000000000000000000000000000000000000000000000000000000000000000 Description >>Column at R1 - FB -1 00 ' 00000000000000000000000000000000000c000000000000000000000000000000000000 Unbraced K length (ft) le/d Thickness d2 > 5.500 in. 1.000 9.000 19.636 ' Width dl > 5.500 in. 1.000 9.000 19.636 Section properties Sx > 27.729 in�3 ' Sy > 27.729 inA3 A > 30.250 inA2 ' Repetitive ? (y/n) > n Spacing > 12.000 inches --------------------------Lumber design values -------.------------------- Lumber type > 1 1 => Visually graded lumber ' 2 => Machine stress rated lumber 3 => Glue -laminated timber KcE > .300 ' KbE > .438 c'• > .800 ' Base values Species Grade Fb Ft Fv Fc± Fc- E DFL N01 1000 675 95 625 1450 1700000 Size factor Cf > 1.300 (Applied to Fb) Size factor Cf > 1.300 (Applied to Ft) Size factor Cf > 1.100 (Applied to Fc») Repetitive member factor Cr > 1.000 ' Flat -use factor Cfu > 1.050 Load duration factor C(D) > 1.330 Adjusted values Species Grade Fb Ft Fv Fc± Fc- E ' DFL N01 1729 1167 126 625 2121 1700000 Fb Flat -use 1815 ---------------------�- ----------- -------------------------------- Loading Axial loading: ' Load duration > 1.000 w axial > 11.430 kips/ft w axial trib. > 11.430 kips/stud fc > 378 psi ' Loading applied to member narrow face: Load duration >• 1.330 • w lateral > .0025 ksf M > 25 ft -lbs ' w lateral trib. > .0025 klf fbl > 11 psi Loading applied to member wide face: Load duration > 1.000 w lateral > .0000 ksf M > 0 ft -lbs w lateral trib. > .0000 klf fb2 > 0 psi 1 ZL -------------------------------- Summary--------------------------------- FcE > 1323 F'c ;> 1091 psi R(B) > 4.431 <ok> FcEl > 1323 FcE2 > 1323 FbE > .37919 o00000000000000000000000000000000000000000000000000000000000000000000000 .120 + .009 + .000 = .129 <ok> 0000000000000000000000000000000000000000000000000000000000000000 1 1 ' 1 i i . 1 1 i i 13 F(3 -L � t 3 lo ,jl-L Rz: 1t 3M �U ��e 6X6 �3' J,Cf 7K Mrn�; o,o•S �- t �` zy 1 1 1 1 1 1 1 1 1 1 1 1 1 1S WALLFRAM 1:00 AM 11/ 9/98 000000000000000000000000000000000000000000000000000000000000000000000000 Rev 4-02-96 Wall framing - 1994 UBC 000000000000000000000000000000000000000000000000000000000000000000000000 Description >>WALL FRAMING AT GRIDS A,B >>UP TO 15' HEIGHT 000000000000000000000000000000000000000000000000000000000000000000000000 Unbraced K length (ft) le/d Thickness d2 > 1:500 in. 1.000 1.000 8.000 Width dl > 5.500 in. 1.000 15.000 32.727 Section properties Sx > 7.563 in�3 Sy > 2.063 in"3 A > 8.250 inA2 Repetitive ? (y/n) > y Spacing > 24.000 inches --------------------------Lumber design values -------------------------- Lumber type > 1 1 => visually graded lumber 2 => Machine stress rated lumber 3 => Glue -laminated timber KcE > ..30U 62,5 1300 KbE > 438 (Applied to Ft) c > .800 kips/ft Base values w axial trib. > Species Grade Fb Ft Fv DFL NO2 875 575 95 Size factor Cf > 1.300 Size factor Cf > 1.330 > 1.300 Size factor Cf > 1.100 Repetitive member factor Cr .0154 > 1.150 Flat -use factor Cfu > 866 ft -lbs > 1.150 Load duration factor C(D) klf > 1.330 Adjusted values psi Loading applied to Species Grade Fb Ft Fv DFL NO2 1740 994 126 Fb Flat -use 2001 .0000 ksf Fc± Fc - 62,5 1300 (Applied to Fb) (Applied to Ft) (Applied to Fc» ) E 1600000 Fc+ Fc- E 625 1902 1600000 --------------------------------- Loading -------------------------------- Axial loading: Load duration > 1.250 w axial > .223 kips/ft w axial trib. > .446 kips/stud fc > 54 psi Loading applied to member narrow face: Load duration > 1.330 w lateral > .0154 ksf M > 866 ft -lbs w lateral trib. > .0308 klf fbl > 1375 psi Loading applied to member wide face: Load duration > 1.000 w lateral > .0000 ksf M > 0 ft -lbs w lateral trib. > .0000 klf fb2 > 0 psi 2.6 -------------------------------- Summary--------------------=------------ FcE > 448 Fac > 424 psi R(B) v > 20.976 <ok> FcEl > 448 7cE2 > 7500 FbE > 159.3 000000000000000000000000000000000000000000000000000000000000000000000000 .016 + .898 + .000 = .915 <ok> 0000000000000000000000000000000000000000000000000000000000000000 WALLFRAM 1:01 AM 11/ 9/98 000000000000000000000000000000000000000000000000000000000000000000000000 Rev 4-02-96 Wall framing - 1994 UBC ' 000000000000000000000000000000000000000000000000000000000000000000000000 Description'»WALL FRAMING AT GRIDS A,B »18' HEIGHT 000000000000000000000000000000000000000000000000000000000000000000000000 Unbraced K length (ft) le/d Thickness d2 > 1.500 in. 1.000 1.000 8.000 ' Width dl > 5.500 in. 1.000 18.000 39.273 Section properties Sx > 7.563 inA3 ' Sy > 2.063 inA3 A > 8.250 inA2 ' Repetitive ? (y/n) > y Spacing > 16.000 inches --------------------------Lumber design values -------------------------- Lumber type > 1 1.=> visually graded lumber ' 2 => Machine stress rated lumber 3 => Glue -laminated timber KcE > .300 ' KbE > .438 cl > .800 Base values ' Species Grade Fb Ft Fv Fc± Fc- E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (Applied to Fb) Size factor Cf > 1.300 (Applied to Ft) Size factor Cf > 1.100 (Applied to Fc») ' Repetitive member factor Cr > 1.150 ' Flat -use factor Cfu > 1.150 Load duration factor C(D) > 1.330 Adjusted values Species Grade Fb Ft Fv Fc± Fc- E DFL NO2 1740 994 126 625 1902 1600000 Fb Flat -use 2001 --------------------------------- Loading -------------------------------- Axial loading: Load duration > 1.250 w axial >. .223 kips/ft w axial trib. > .297 kips/stud fc > 36 psi ' Loading applied to member narrow face: Load duration > 1.330 w -lateral > .0154 ksf M > 832 ft -lbs ' w lateral trib. > .0205 klf fbl > 1320 psi Loading applied to member wide face: Load duration > 1.000 ' w lateral > .0000 ksf M > 0 ft -lbs w lateral trib. > .0000 klf fb2 > 0 psi --------------------------------Summary--------------------------------- FcE > 311 F'c- > 300 psi R(B) > 22.978 <ok> FcEl > 311 FcE2 > 7500 FbE > 1327 000000000000000000000000000000000000000000000000000000000000000000000000 .014 + .858 1+ .000 = .872 <ok> 000000000000000000000000000000000000000000000000000000000000000000 Zl 30FB-2 1 F,3 � �= �:ll� . w= i�j2�o�z)�Z + 17(.0) - . q 1 F -S OZ+ 1 w � 1 1 f�- it, g3f 6, rq = ��,6Z`` 3� 1 . 1 i i 1 w 3° PT FTG2 Vu=(P net)*(effective area) > 1:47 AM ------------------------------------------------------------------------- Rev,9-30-93 Point footing 11/ 6/98 ------------------------------------------------------------------------ Description >>F-1 kips 0 Vn > 32.400 kips -------------- Load data ------------- - --------------Soil data ------------- P > 11.430 kips Soil brg capacity> 1.000 ksf Uniform load > .000 kips/ft Vu=(P net)*(effective area) > Live load % > 80.000 kips Vn=Vc=4(F:c)A.5*bo*d ----------=--- Concrete ------------- 51.200 ----------Reinforcing steel --------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 -------------------------Footing reinforcement-------------------------- 0 > .900 ' Mu=(P net)*b1A2/2 Required Rn=(Mu/O)bdA2 > > ------------------------------ Footing data ------------------------------ Required p (bending moment) Footing size > 3.750 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches .0014 Footing weight > 2.109 kips > Total P axial > 13.539 kips Total bearing pressure > .963 ksf <ok> Net bearing pressure > .813 ksf Factored bearing pressure > 1.333 ksf (1.7*LL+1.4*DL) --------------------------Footing stresses ---------------------------- ' Diagonal tension - factored loads - one way,action <ok> ' Minimum reinforcement as governed by: --Minimum reinforcement -- 3 No. 4 bars e.w. 2 No. 5 bars e.w. ' -2 No. 6• bars e.w. 1 No. 7 bars e.w. Vu=(P net)*(effective area) > 7.706 kips Vn=Vc=2(F'c)A.5*bw*d > 36.000 kips 0 Vn > 32.400 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) > 18.153 kips Vn=Vc=4(F:c)A.5*bo*d > 51.200 kips ' 0 Vn > 46.080 kips -------------------------Footing reinforcement-------------------------- ' Mu=(P net)*b1A2/2 Required Rn=(Mu/O)bdA2 > > 2.343 40.680 ft-kips/ft psi Required p (bending moment) > .0010 Required As (bending moment) > .099 inA2/ft = .370 inA2 ' Min. required p UBC 2610(f) > .0014 33% increase applied Min. required As UBC 2610(f) > .131 inA2/ft = .492 in"2 ' Minimum reinforcement as governed by: --Minimum reinforcement -- 3 No. 4 bars e.w. 2 No. 5 bars e.w. ' -2 No. 6• bars e.w. 1 No. 7 bars e.w. 31 PT FTG2 1 1:47 AM --------------=--------------------------------------- Rev 19-30-93Point footing --------------- --- 11/ 6/98 --------- ------------------ - Description >>F-2 ------------------------------ » ' . -------------Load data ------------- --------------Soil data------------- P > 10.160 kips Soil brg capacity> 1.000 ksf Uniform load > .000 kips/ft Live load % > 80.1000 1 ' -------------- Concrete ------------- ----------Reinforcing steel --------- F'c > 2.500 ksi ;Fy > 40.000 ksi m > 18.824 ' m > 900 ------------------------------ Footing data ------------------------------ Footing size > 3.500 feet ' Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.838 kips ' Total P axial > 11.998 kips Total bearing pressure > .979 ksf <ok> Net bearing pressure > .829 _ksf ' Factored bearing pressure > 1.360 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- ' Diagonal tension --factored loads - one way action <ok> Vu=(P net)*(effective area) > 6.744 kips Vn=Vc=2(F'c)A.5*bw*d > 33.600 kips ' 0 Vn > 30.240 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) > 16.058 kips Vn=Vc=4(F'c)A.5*bo*d > 51.200 kips ' 0 Vn > 46.080 kips -------------------------Footing reinforcement-------------------------- Mu=(P net)*b1A2/2 > 2.083 ft-kips/ft ' Required Rn=(Mu/O)bd"2 > 36.160 psi Required p (bending moment) > .0009 Required As (bending moment) > .088 inA2/ft = .306 in�2 ' Min. requiredp UBC 2610(f) > .0012 33% increase applied Min. -required As UBC 2610(f) > .116 inA2/ft = .407 inA2 ' Minimum reinforcement as governed by: --Minimum reinforcement -- 3 No. 4 bars e.w. 2 No. 5 bars e.w. ' 1 No. 6 bars e.w. 1 No. 7 bars e.w. 1 3Z ' PT FTG2 1:47 AM ' ------------------------------------------------------------------------ Rev 9 -30 -93 footing ---- ----------------11/-6/98 - ------'------Point Description >>F-3 >> ' -------------Load data ------------- --------------Soil data------------- P > 6.110 kips Soil brg capacity> 1.000 ksf Uniform load > .418 kips/ft Live load % - > 80.000 ' -------------- Concrete ------------------------- Reinforcing steel --------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 3.000 feet ' Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.350 kips ' Total P axial > 8.714 kips Total bearing pressure > .9'68 ksf <ok> Net bearing pressure > .818 ksf ' Factored bearing pressure > 1.342 ksf (1.7*LL+1.4*DL) ----------------------------Footinc stresses ---------------------------- ' Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 4.697 kips Vn=Vc=2(F'c)�.5*bw*d > 28.800 kips ' G Vn > 25.920 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) > 11.481 kips Vn=Vc=4(F'c)A.5*bo*d > 51.200 kips ' 0,Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- ' Mu=(P net)*bl"2/2 Required Rn=(Mu/O)bdA2 > 1.510 > 26.209 ft-kips/ft psi Required p (bending moment) > .0007 Required As (bending moment) > .063 inA2/ft = .190 inA2 ' Min. required p UBC 2610(f) > .0009 330-. increase applied Min. required As UBC 2610(f) > .084 inA2/ft = .253 in�2 Minimum reinforcement as governed by: --- Minimum reinforcement -- 2 No. 4 bars e.w. 1 No. 5 bars e.w. ' 1 No. 6 bars-e.w. 1 No. 7 bars e.w. 1 PT FTG2 .1:48 AM ------------------------------------------------------------------------ ' Rev 9-30-93 Point footing -------------------- 11/-6/98 -------------------------------------------- Description >>F-4 ' -------------Load data ------------- .-------------- Soil data ------------- P > 5.320 kips -Soil brg capacity> 1.000 ksf Uniform. load >' , . 418 kips/ft ' Live load o > 80.000 -------------- Concrete ----------- -- ----------Reinforcing steel --------- Fc > 2.500 ksi Fy > 40.000 ksi m- > 18.824 G > .900 ------------------------------Footing data ------------------------------ Footing size > 2.830 feet ' Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.201 kips ' Total P axial > 7.704 kips Total bearing pressure > .962 ksf <ok> Net bearing pressure > .812 ksf Factored bearing pressure > 1.332 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- ' Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 4.076 kips ' Vn=Vc=2(F'c)�.5*bw*d > 27.168 kips G Vn > 24.451 kips Diagonal tension - factored loads - two way action <ok> iVu=(P net) *(effective area) > 10.073 kips Vn=Vc=4(F'c)A.5*bo*d > 51.200 kips 0 Vn > 46.080 kips ------------- .------------ Footing reinforcement-------------------------- ' Mu=(P net)*bl''2/2 > 1.333 ft-kips/ft Required Rn=(Mu/O)bdA2 > 23.144 psi Required p (bending moment) > .0006 Required As (bending moment) > .056 in�2/ft = .158 in�2 Min. required p UBC 2610(f) > .0008 3301 increase applied Min. required As UBC 2610(f) > .074 inA2/ft = .210 inA2 Minimum reinforcement as governed by: --Minimum reinforcement -- 2 No. 4 bars .e.w. 1 No. 5 bars e.w. ' 1 No. 6 bars e.w. 1 No. 7 bars e.w. ' JI PT FTG2 1:48 AM ------------------------------------------------------------------------ ' Rev 9-30-93 Point footing --- 11/-6/98 ---------------------------------- -- ------ Description >>F-5 ' » -------------Load data ----------=-- --------------Soil data ------------- P > 6.190 kips Soil brg capacity> 1.000 ksf Uniform load > .000 kips/ft ' Live load % > 80.000 -------------- Concrete ------------- ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi 'm > 18.824 ---------------------------------900 Footing data ------ size > 2.830 feet ' Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.201 kips ' Total P axial > 7.391 kips Total bearing pressure_. > .923 ksf <ok> Net bearing pressure > .773 ksf ' Factored bearing pressure > 1.268 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses---------------------------- Diagonal-tension --------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 3.880 kips Vn=Vc=2(F'c),.5*bw*d > 27.168 kips 0 Vn > 24.451 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) > 9.588 kips Vn=Vc=4(F'c)A.5*bo*d > 51.200 kips t0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- ' Mu=(P net)*b1A2/2 > 1.269 ft-kips/ft Required Rn=(Mu/O)bdA2 > 22.030 psi Required p (bending moment) > .0006 Required As (bending moment) > .053 in�2/ft = .150 in�2 Min. required p UBC 2610(f) > .0007 33% increase applied Min. required As UBC 2610(f) > .071 inA2/ft = .200 inA2 ' Minimum reinforcement as governed by: --- Minimum reinforcement -- No. 4 bars e.w. 1 No. 5 bars e.w. ' 1 No. 6 bars e.w. 1 No. 7 bars e.w. PT FTG2 1:48 AM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 11/ 6/98 Description >>F-6 ' -------------Load data ------------- --------------Soil data ------------- .P ,> 4.120 kips Soil brg capacity> 1.000 ksf Uniform load > .000 kips/ft ' Live load o > 80.000 -------------- Concrete ------------- ------Reinforcing steel --------- F'c > 2.500 ksi Fy > 40.000 ksi ' m, > 18.824 Q > .900 ------------------------------Footing data ------------------------------ ' Footing size > 2.250 feet Footing thickness (t). > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .759 kips ' Total P axial > 4.879 kips Total bearing pressure > .964 ksf <ok> ' Net bearing pressure > .814 ksf Factored bearing pressure > 1.335 ksf (1.7*LL+1.4*DL) - ----------------------------Footing stresses ---------------------------- ' Diagonal tension - factored loads - one way action <ok> Vu= (P net) * (effective area) > 2.377 kips ' Vn=Vc=2(F'c)A.5*bw*d > 21.600 kips 0 Vn I> 19.440 kips ' Diagonal tension - factored loads - two way action <ok> Vu= (P net) * (effective area) > 6.164 kips Vn=Vc=4(F'c)�.5*bo*d > 51.200 kips tG Vn > 46.080 kips -------------------------Footing reinforcement— =------------------------ Mu=(P net)*b1A2/2 > .845 ft-kips/ft Required Rn=(Mu/O)bd"2 > 14.663 psi Required p (bending moment) > .0004 Required As (bending moment) > .035 in"2/ft = .079 in"2 ' Min. required p UBC 2610(f) > .0005 330-. increase applied Min. required As UBC 2610(f)' > .047 in"2/ft = .106 inA2 Minimum reinforcement as governed.by: --- Minimum reinforcement-- ` 1 No. 4 bars e.w. 1 No. 5 bars e.w. ' 1 No. 6 bars e.w. 1 No. 7 bars e.w. IN ' PT FTG2 =---------------------------------------------- 2:30 AM ------------------------�- Rev 9-30-93 11/ 6/98 -----------Point-footing ------------ - - - - -- / ------------------------------ Description >>F-1 AND F-5 COMBINED( r-I.J >data '------------- Load ------------- ---------------Soil data ------------- P > 17.620 kips Soil brg capacity> 1.000 ksf Uniform load > .000 kips/ft ' Live load o - ,> 80.000 -------------- Concrete ------------- ----------Reinforcing steel --------- F'c > 2.500 ksi Fy > 40.000 ksi m > 18.824 ' 0 > .900 ------------- - ---------------- Footing data ------------------------------ Footing size > 4.670 feet ' Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 3.271 kips Total P axial > 20.891 kips Total bearing pressure > .958 ksf <ok> Net bearing pressure > .808 ksf ' Factored bearing pressure > 1.325 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- ' Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) '> 12.386 kips Vn=Vc=2(F'c)A.5*bw*d > 44.832 kips 0 Vn > 40.349 kips ' Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 28.308 kips Vn=Vc=4(F'c)A.5*bo*d > 51.200 kips ' 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*b1A2/2 > 3.612 ft-kips/ft ' Required Rn=(Mu/O)bdA2 > 62.710 psi Required p (bending moment)" > .0016 Required As (bending moment) > .153 in�2/ft = .714 in�2 ' Min. required p UBC 2610(f) > .0021 330-. increase applied inA2 Min. required As UBC 2610(f) > .203 inA2/ft = .949 ' Minimum reinforcement as governed by: --Minimum reinforcement -- 5 No. 4 bars e.w. ' 4 No. 5 bars e.w. 3 No. 6 bars e.w. 2 No. 7 bars e.w. ' PT FTG2 1 2:34 AM 4 ------------------------------------------------------------------------ Rev 9-30-93 Point footing 11/ 6/98 No. ---=------------------------------------------------------------------- Description >>F -8 bars e.w. ' 1 No. 6 bars e.w. -------------Load data------------- ------- = ------ Soil data ------------- bars e.w. P > 3.970 kips Soil brg capacity> 1.000 ksf Uniform load > .469 kips/ft ' Live load % > 80.000 -------------- Concrete ------------- ----------Reinforcing steel --------- F'c > 2.500 ksi Fy > 40.000 ksi M > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.500 feet ' Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .938 kips Total P axial > 6.080 kips Total bearing pressure > .973 ksf <ok> Net bearing pressure > .823 ksf Factored bearing pressure > 1.349 ksf (1.7*LL+1.4*DL) r ----------------------------Footing stresses ---------------------------- ' Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 3.092 kips Vn=Vc=2(F'c)A.5*bw*d > 24.000 kips ' 0 Vn > 21.600 kips Diagonal tension - factored loads - two way action <ok> ' Vu=(P net)*(effective area) > 7.834 kips Vn=Vc=4(F'c)�.5*bo*d > 51.200 kips ' 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl"2/2 > 1.054 ft-kips/ft ' Required Rn=(Mu/O)bdA2 > 18.302 psi .Required p (bending moment) > .0005 Required As (bending moment) > .044 inA2/ft = .110 in�2 ' Min. required p UBC 2610(f) > .0006 33% increase applied inA2 Min. required As UBC 2610(f) > .059 inA2/ft = .147 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 'No. 4 bars e.w. 1 No. 5 bars e.w. ' 1 No. 6 bars e.w. 1 No. 7 bars e.w. 1 1 � . 1 1 1 1 1 1 1 1 Aria c Frank Glazewski - Architect Date 11/4/98 ' 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Wind design values ' Description Walters - Ag building Exposure B ' Importance factor F-1 Basic wind speed . 80.00 mph qs 16A0 psf ' Roof pitch ! 6.00 in 12 26.57 degrees PRIMARY FRAMES. AND SYSTEMS Direction Ht. <0'45'> <20'> <25'> <30'> <40'> Ce j 0.62 I 0.67 0.72 ! 0.76 0.84 Cq: ' WALLS Windward w al is 0 .0" 0.0081 _ _ 0:0088 , 0.0094 0.0100 0.0110 Inward Leeward -walls =005® 0.0051 0.0055 0.0059 0.0062 0.0069 Outward Total wall 11-------------------------------------------------------- 0.0132 i 0.0143 0.0154 10.0162 i 0.0179 ..� i. ----------1-`--------J----------- ----------------------i ROOF Wind perpendicular to ridge ' Leeward or flat roof 0.70 0.0071 0.0077 0.0083 0.0087 0.0096 Outward Windward roof ' Slope 2:12 to less than 9:12 0:90, , 0.0092 0.0099 0.0106 0.0112 0.0124 Outward Slope 2:12 to less than 9:12.03:Ou. 0.0031 0.0031 0.0035 0.0037 0.0041 Inward -•-------------------------------------------------------• Roof total ` ; 0.0102 ; 0.0107 ; 0.0118 10.0125 ; 0.0138 - - - Wind parallel to ridge and flat roofs "Q70:,W 0.0071 - - - 0.0077 - -- 0.0083 --------------------- 0.0087 -- 0.0096 Outward ELEMENTS AND COMPONENTS W A L L All structures ; p Y 2;0 0.0122 0.0132 0.0142 0.0150 0.0165 Inward Enclosed structures 1.2® 0.0122 0.0132 0.0142 0.0150 0.0165 Outward Outward Open structures 160 0.0163 0.0176 0.0189 0.0199 0.0220 Parapets 1x3,0 0.0132. 0.0143 0.0154 0.0162 0.0179 Inward/ ' R O O F Outward Enclosed structures zap Slope less than 9:12 - 110° 0.0112 0.0121 0.0130 0.0137 0.0152 Outward Open structures" Slope less than 9:12 0.0163 4 0.0176 0.0189 0.0199 0.0220 Outward ' LOCAL" AREAS AT DISCO NT,"INU,ITIES " Wall corners 2Y00 0.0203 0.0220 0.0236 0.0249 0.0276 Outward Canopies or overhangs at eaves or rakes 2 80' " 0.0285 U308 0.0331 0.0349 0.0386 Upward Roof ridges at ends of buildings 'or eaves and roof edges at building':__ corners OA ° _. 0.0305 0.0330 0.0354 0.0374 0.0413 Upward Eaves or rakes without overhangs' " away from building corners and ridges away from ends of building 2=: 0: 0.0203 0.0220 0.0236 0.0249 0.0276 Upward } (1Z Frank Glazewski - Architect Oate 11/4/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530)'343-4630 Seismic factors 'Description Walters - Ag building LATERAL SYSTEM Seismic zone 3 Z 01,300 Importance factor 1.000 Rw 18.000 Numerical coefficient Site coefficient 5 1.500. C=(1.25*5)/T".66 19.683 > 2.75 C 2.75 Numerical coefficient C/Rw 0.344 Structure height (H)20.000 feet Ct 0.003 Numerical coefficient T,= Ct (H)".75 0.028 seconds V=Z*I*C/Rw*W 0.103 W T � i ® cm q3 ,r, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. til, IO,zVZ+() ,o(s { = . oIL4'- Cjy = C�/z 4 1,25-4- Ljol, o I SY RY= 3_ owl � z _ 3,'4 To- 'J 0 Oz"- f 2,,, a.- w -j" w, -T w� 2' 3v • z ' �2, 6O/214<Olis3J=.�53K�r F -Ar 2g a,5� K' �l D�- G�aSr/wes'r- o � t fg' 30� C V' O -f -,4't o` L4 - z3 ' �I Frank Glazewski - Architect Date 11/4/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall schedule Description ;Walters - Ag building j Mark Description HF DF 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 0.216 0.264 2 3/8" cdx plywood with 8d nails at 4", 12" o.c. 0.315 0.384 3 3/8" cdx plywood with 8d nails at 3", 12" o.c. 0.403 0.492 4 1/2" cdx plywood with 10d nails at 6", 12" o.c. 0.254 0.310 5 1/2" cdx plywood with 10d nails at 4", 12" o.c. 0.377 0.460 6 .1/2" cdx plywood with 10d nails at 3", 12" o.c. 0.492 0.600 7 5/8" T-1-11.plywood nailed with 8d nails at 6", 12" o.c. 0.131 0.160 8 5/8" T-1-11 plywood nailed with 8d nails at 4", 12" o.c. 0.197 0.240 .9 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 0.254 0.310 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max 5 Wall line analysis Frank Glazewski - Architect Date 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary Description lWalters Ag building Level IUpper Line 2 j P lateral 3.400 kips Total wall length 17.000 feet Wall framing species DFL Shearwall v 0.200 kips/ft Ok! Shearwall Mark v cap Exterior 5/8" T-1-11 plywood nailed with 8d nails at 4", 12" o.c. 8 0.240 kips/ft Interior !None j • 13 0.000 kips/ft V allow 0.240 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ❑Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.770 f eet 0.200 16d nails at 16 inches o.c. at SW Anchor bolts ❑ Applicable? . .0.820 = 4.100 feet 0.200 Blocking/top plate O Applicable? Length of attachment 30.00 feet v 0.113 kips/ft 1/2" dia. good for 0.820 kips/each 1/2" dia. at 0 inches o.c. max. Connector I A35 0.450 !kips/each A35 at Connectors at rim joist to mudsill/cripple wall top plate 48 inches o.c. max. ❑ Applicable? v 0.200 kips/ft A35 at 0 inches o.c. max. 3 Page 1 Line geometry Page 1 Frank Glazewski - Architect Date 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwal I summary - Line geometry Description lWalters Ag building `Level Upper 11-ine 2 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening oii i ..'.;i { ! Force 5.67 w 5.67 y i 6.67 0 6.67 y 0.491 7.00 w 7.00 y -0.265 6.33 0 6.33 y 0.342 4.33 w 4.33 y -0.375 0.000 0.000 0.000 0.000 t 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 17.00 13.00 Maximum collector force ' 0.491 kips 16d nail good for 0.132 kips/each Splice 4 16d nails Page 1 1-0 Pj UQ (D r--+ .0.-4 Ln Length of s W 0 -4 O shearwall (7 Ln v 3 -fi O 3. O p a 0 S c .o Ln + a ao 66 OD w o Height (ft.) = O S D fi 0 .. Q- n 00 CO 0 00 Wall 0 o -3 m m .-•Ln L71 0 to 0 LM to o Roof � O -+ (ft.) 2. o_ Floor r O O S 0 0 o Wdl N v N v N -4 (kips/ft) -- a• - O.T.M.-- W N �... (ft -kips) N D.L.R.M. O• 4 W O, �D (ft -kips) -N .-4 Ln Length W 0 -4 between Tie force W � OD 00 N O� (kips) 3 Tie from MCOO above (kips) i�j 0 iv P total (kips) N (A Ot rn N o N rn N c Q X X X O O, 01 O, CL O a 3 Ci 0 0 v O r (7 Ln v 3 -fi O 3. O p a 0 S c .o Ln + W ao c — fi { _ m O S D fi 0 .. Q- n O 71 c -3 m m D o_ N O C p •_ m !�A IA IA 3 MCOO c Q a Ci 0 0 v O � a N 0 v 3 -fi O 3. O p a 0 �. c .o Ln + W ao c — fi { _ m O S fi 0 .. n n O 71 (0 S Ln o O v _11 3 W Q 3 W W -fi O 3. l0 o < Q N rn W 0 c .o Ln D < 7 in X- \-O N 01 c (p ' c, { (O w7 S { m n 0 D m N 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall line analysis Frank Glazewski `- Architect Date 11/5/98 1907 Mangrove Avenue'5uite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary Description !Walters Ag building Level Lower Line I 4 i P lateral 3.040 kips Total wall length 10.660 feet Wall framing species DFL i Shearwall v 0.285 kips/ft Oki Shearwall Mark v cap Exterior 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 1 9 0.310 kips/ft Interior None 13 0.000 kips/ft v allow 0.310 kips/ft If user -defined 5W used; Description v allow j 0.000 j kips/ft Sill nailing ❑Applicable? 16d sinker good for 0.154 kips/each 0.154 0.285 0.820 0.285 0.540 feet 0 Applicable? 21.875 feet 16d nails at 16 inches o.c. at SW 1/2" dia. good for 0.820 kips/each 1/2" dia. at 34 inches o.c. max. Blocking/top plate ❑ Applicable? Connector A35 1,w 0.450 kips/each Length of attachment t 30.00 !feet v 0.101 kips/ft A35 at 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate ❑Applicable? v 0.285 kips/ft A35 at 0 inches o.c. max Page 1 - 1- Line geometry Frank Glazewski - Architect Date 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 ShearWalI summary - Line geometry Description lWalters Ag building Level Lower Segment Desc. Wall Line i14 !' V1 v1 V2 v2 V3 v3 V4 v4 Opening j ,304. Force 6.83 w 6.83 y 19.33 o `19.33 y 1.255 3.83 w 3.83 y -0.704 0.000 0.000 0.000 0.000 0.000 t 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totallengths 10.66 19.33 Maximum collector force 1.255 kips 16d nail good for 0.132 kips/each Splice 10 16d nails Page 1 13 MI 1 5s Stability details Frank 6lazewski - Architect Date 11/5/98 1 1907 Mangrove Avenue Suite E Chico, California 95926 1 Tel (530) 343-4630 5hearwall summary - Wall stability 1 Description 'Walters Ag building 1 Level -Lower j Line : 4.000 j v 0.285 kips/ft Assembly dead loads:. Design controlled by:. Roof j 0.013 ksf Wind 1 Floor ; 0.011 ksf Dead load reduction factor: Wall 0.009 ' ksf 0.667 1 Shearwall ;Dead load trib. Lengths } L s ; ,� L n' di y Y Y 3 O ^i L � ai 4- �, c Holdown Ol O ch O O O d } Y I N } I 1 6.83 10.25 10.25 15.00 0.287 20.0 4.5 6.83 2.49 2.49 HTT16/2-2x6 1 3.83 10.25 10.25 15.00 0.287 11.20 1.41 3.83 2.68 2.68 HTT16/2-2x6 . 1 1 1 1 �Page 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Wall line analysis Frank 6lazewski - Architect = 0.813 Date 11/5/98 1907 Mangrove Avenue Suite E 0.190 Chico, California 95926 16d nails at 16 inches o.c. at SW Tel (530) 343-4630 El Applicable? 1/2" dia. good for Shearwall summary 0.820 = 4.327 feet Description l Walters Ag building 0.190 Level ;Lower/upper Line A i P lateral 4.880 kips Total wall length 25.750 feet Wall framing species DFL L • Applicable? Connector Shearwall v 0.190 kips/ft Ok! Length of attachment 48 00 jfeet Shearwall Mark v cap 0.102 _ Exterior r 5/8" T-1-11 plywood nailed with 8d nails at 4", 12" o.c. j 8 0.240 kips/ft Interior i None I 13 0.000 kips/ft 48 v allow 0.240 kips/ft If user -defined SW used; ❑ Applicable? v Description v allow J kips/ft 0 Sill nailing El Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.813 feet 0.190 16d nails at 16 inches o.c. at SW Anchor bolts El Applicable? 1/2" dia. good for 0.820 kips/each 0.820 = 4.327 feet 0.190 1/2" dia. at 51 inches o.c. max. Blocking/top plate Applicable? Connector ; A35 wT 0.450 kips/each Length of attachment 48 00 jfeet v 0.102 kips/ft A35 at 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? v 0.190 kips/ft A35 at 0 inches o.c. max. Page I S,o S7 Line geometry Frank 6lazewski - Architect Date 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 ' Tel (530) 343-4630 Shearwall summary =Line geometry ' Description valters Ag building ' Level wer/upper Segment Desc. Wall Line A V1 v1 Opening!',,? 57� I 0.11 V2 v2 V3 v3 V4 v4 2 311 0.10 ! ' I "' Force ' 7.75 w 7.75 y 16.25 0 ' 16.25 y 0.639 4.50 w 4.50 y -1.101 3.00 0 3.00 y -0.682 9.00 w 9.00 y -0.970 3.00 0 3.00 y -0.131 i4.50 w 4.50 y -0.420 0.000 • 0.000 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 ' 0.000 Total lengths 25.75 22.25 Maximum collector force 1.101 kips 16d nail good for 0.132 kips/each Splice 8 16d nails ' Page 1 w C .o 4, -J Length of cro M In < S 0 0 shearwnll ° `0 m z 3 p o o -s o - Height (ft.) ° 0 1, m00 OD M p o 0- 0 0 0 0 Wall (ft.) n. CL o 0 0 0 p 0 6 o Roof — — — -- -- - — M I Floor p o ,O O W CJI a U- r W O (kips/ft) LO V V O.T.M. -- O O (ft -kips) :3 W 00 O N D.L.R.M. W w 0 011 `O (ft -kips) ' 0o . ,O C� ., Length 0 0 Ln %�O cn. between X- � c Tie force 4 v Ln cn a U) (kips) c (� Tie from S M above (kips) V � � T P total (kips) (Ln N 5 = rn oA � N N � N N N a, O, X 01 r R 0 A (0 %O OD a. rD sv V) n Srj -- O (0 o V :3 W 00 C7 O 3 W w N 0o . < N Ln W C:) %�O cn. <- 3 X- � c N O� (p U) c (� ({0 S M co T 0 A (0 %O OD a. rD sv V) Wall line analysis Frank Glazewski - Architect Date 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 ' Tel (530) 343-4630 Shearwall summary Description Walters Ag building Level Upper/lower Line B P lateral 4.880 kips Total wall length 21.840 feet Wall framing species ; DFL 5hearwall v. 0.223 kips/ft Oki Shearwall Mark v cap Exterior 5/8" T-1-11 plywood nailed with 8d nails at 4", 12" o.c. 8 0.240 kips/ft Interior None • 13 0.000 kips/ft v allow 0.240 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ❑Applicable? 16d sinker good for 0.154 kips/each 0:154 = 0.689 feet 0.223 Anchor bolts O Applicable? 0.820 = 3.670 feet 0.223 Blocking/top plate D Applicable? Length of attachment j 48.00 Jeet v 0.102 kips/ft 16d nails at 16 inches o.c. at SW 1/2" dia. good for 0.820 kips/each 1/2" din. at 44 inches o.c. max. Connector A35 A35 at Connectors at rim joist to mudsill/cripple wall top plate v f 1 0.450 kips/each 48 inches o.c. max. ❑ Applicable? 0.223 kips/ft A35 at 0 inches o.c. max. Page 1 81, Line geometry Frank Glazewski - Architect Date 11/5/98 -1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 ShearwalI summary - Line geometry Description Walters.Ag building Level pper/lower Line B V1 vl V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening I : ? 57 ` 0.11 2 31'`.1 010 I :i , ' ; . Force 3.83 w ' 3.83 y 4.67 0 4.67 y 0.444 4.67 w 4.67 y -0.057 10.75 0 10.75 y 0.484 6.67 w 6.67 y -0.671 10.50 0 10.50 y 0.173 6.67 w 6.67 y -0.844 0.000 0.000 0.000 0.000 0.000 0.000 . 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totallengths 21.84 25.92 Maximum collector force 0.844 kips 16d nail good for 0.132 kips/each Splice 6 16d nails — Page 1 �V6 Ln J w Length of s o shearwall �°, 3 EA < S v w - o .� c a Height (ft.) 0, o w D 0 n C7 O (A 0 i> w Wall (ft.) D a o -- ° 0 0 0 p 0 0 0 Roof (ft.) n CD m { -- -- M Floor (fr.) 3 { Uf - Wdl y C 000_ a — :- i O` r 1 W � { N °, (kips/ft) W '0 O.T.M. iLn Nw w °, (ft -kips) t_ 0 O.L.R.M. � M M o V •-p. A 3 to W V �p V a a lfl N (ft -kips) 3 W � w Length a 3 -6 01 01 ao -s -+ a V " w between a o ------ C — N N Tie force C a 00 a U1o (kips) Tie from 0 above (kips) r N N in cco ww P total (kips) (n S 2 0` -moi -�I N r+ r+ N N C N N N X x0, O` O O� 3 N S �O 1l o V W 7� 00 O 3 W W =i; p 3. < (o < W 0 \p (n X X- %D C N M Ln C O N S_ M m a (D D A -F M (31 10 OD 01 (02 Wall line analysis Frank Glazewski - Architect 2.369 Date 11/5/98 1907 Mangrove Avenue Suite E 0.065 Chico, California 95926 16d nails at 16 inches o.c. at SW Tel (530) 343-4630 1/2" din. good for Shearwall summary 0.820 kips/each 0.820 = 12.615 Description Walters Ag building 0.065 Level .Lower Line I 1 P lateral 0.780 kips Total wall length 12.000 feet Wall framing species DFL Fa Applicable? Connector A35 5hearwall v 0.065 kips/ft Ok! i 0.450 'kips/each Length of attachment j 30.00 5hearwall Mark v cap Exterior 15/8" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. 7 0.160 kips/ft Interior I None • 13 0.000 kips/ft V allow 0.160 kips/ft If user -defined SW used; wall top plate El Applicable? Description I , v allow j 0.000 kips/ft Sill nailing ❑Applicable? 16d sinker good for 0.154 kips/each 0.154 = 2.369 feet 0.065 16d nails at 16 inches o.c. at SW Anchor bolts 21 Applicable? 1/2" din. good for 0.820 kips/each 0.820 = 12.615 feet 0.065 1/2" dia. at 72 inches o.c. max. Blocking/top plate Fa Applicable? Connector A35 i 0.450 'kips/each Length of attachment j 30.00 !feet v 0.026 kips/ft A35 at 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate El Applicable? v 0.065 kips/ft A35 at 0 inches o.c. max. Page 1 Line geometry Frank Glazewski - Architect Date 11/5/98 ' 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 ShearWalI summary - Line geometry ' Description ;Walters Ag building ' Level Lower Segment Desc. Wall Line Opening I" �1 V1 v1 V2 v2 V3 v3 V4 v4 0 78;:1 0.03 i ;4 £ 2; Force ' 9.00 0 9.00 y 12.00 w 12.00 y -0.234 9.00 0 .9.00 y 0.234 0.000 0.000 ' 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ' 0.000 0.000 0.000 ' 0.000 0.000 ' 0.000 0.000 0.000 0.000 ' 0.000 0.000 ' 0.000 Total lengths 12.00 18.00 Maximum collector force 0.234 kips 16d nail good for 0.132 kips/each Splice 4 16d nails ' Page 1 �y Stability details Frank Glazewski - Architect Date 11/5/98 1907 Mangrove Avenue Suite E 4= N L Chico, California 95926 Tel (530) 343-4630 s = ,� Shearwall summary - Wall stability d` Description Walters Ag building ? Holdown o Level tLowerl Line 1.000 v 0.065 kips/ft Assembly dead loads: Design controlled by: Roof 0.013 1 ksf Wind Floor 0.011 ksf Dead load reduction factor: Wall 0.009 ksf 0.667 Shenrwnll bead load trib. Lengths O d 3. 4= N L O s = ,� 3 1° Y d` o ? Holdown o 0 a 0 3 v; v;� w ;� `i-� �; �, v`F= o o c io 12.00 9.00 9.00 11.00 0.224 7.0 10.8 12.00 -0.01 C Page 1 -0.01 No ties required Wall line analysis Frank Glazewski - Architect bate 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary Description Walters Ag building j Level jLower Line 2 ( P lateral 5.750 kips Total wall length 25.750 feet Wall framing species DFL i Shearwall v 0.223 kips/ft Ok! Shearwall Mark v cap Exterior ; 3/8" cdx plywood with 8d nails at 6", 12" o.c. 1 0.264 kips/ft Interior None • 13 0.000 kips/ft v allow 0.2" kips/ft If user -defined SW used; Description � � v allow 0.000 kips/ft Sill nailing ❑Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.690 feet 0.223 16d nails at 16 inches o.c. at SW Anchor bolts . ❑� Applicable? 1/2" dia. good for 0.820 kips/each 0.820 0.223 Blocking/topplate Length of attachment v 3.672 feet 0 Applicable? 1/2" dia. at 44 inches o.c. max. Connector i A35 I 'vf 0.450 !kips/each j 30.00 ;feet 0.192 kips/ft A35 at Connectors at rim joist to mudsill/cripple wall top plate 28 inches o.c. max. ❑ Applicable? v 0.223 kips/ft A35 at 0 inches o.c. max. Page 1 M. Line geometry Totallengths 25.75 3.00 Maximum collector force 0.315 kips 16d nail good for 0.132 kips/each Splice 4 16d nails r -Page 1 Frank Glazewski - Architect Date 11/5/98 . 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Line geometry Description Walters Ag building Level LowerLine I 2 V1 vl V2 v2 V3 0 V4 v4 Segment Desc. Wall Opening 5 75 0.20 ", Force 13.50 w 13.50 y 3.00 0 3.00 y 0.315 12.25 w 12.25 , y -0.285 Totallengths 25.75 3.00 Maximum collector force 0.315 kips 16d nail good for 0.132 kips/each Splice 4 16d nails r -Page 1 "7 rD ro N N .W Length ofPi s Ln o shearwall m ° N N V Ln m O CL VLO 3 Vl CL rIj W 6o Height (ft_) 3 c<o — z N _.._ Q ''6 o O Wall (ft.) ° a 0 0 o between N N W W ° � Roof 0 o Z • Floor (ft) 0 r — -- Tie forceCO 0 o W dl 0 0 S�- J� 01 Ln N N (kips/ft) ° O.T.M. N 4� v (ft -kips) _. N D.. r 4 (� N N V Ln m O CL VLO 3 Vl CL rIj W 3 c<o — z N W - Length a 0 Ln o between a fi ° 0 0 :E 0 CO G — -- Tie forceCO 0 o Q Ln (kips) ° Tie from 0 � O O C 0 0 0 M o LO _ o � � a LO _. N D.L.R.M. o a O` a O N N N V Ln O CL VLO 3 Vl CL rIj W (ft -kips)--- p 3 N W - Length a 0 Ln o between a fi C 0 —f — -- Tie forceCO 0 o Q Ln (kips) Tie from 0 (kips) P O 4 •vii P total (kips) r r M N) N N O O W M = 11 11 N N 0 OL X X 0 (31 OI 3 _ - o U v W 3 o ° 0 G> W LO Q 0 o N W 7 < N (0 W -'O < 7� O (.n (0 c N M O1 U S. r . s M { (o 0 Q M Wall line analysis Frank Glazewski - Architect Date 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary Description ,Walters Ag building Level Lower Line 2.1 P lateral 2.100 kips Total wall length .7.160 ' feet Wall framing species Shearwall v 0.293 kips/ft Oki Shearwall Mark v cap Exterior 3/8" cdx plywood with 8d nails at 4", 12" o.c. i 2 0.384 kips/ft Interior None I • 13 0.000 kips/ft v allow 0.384 kips/ft If user -defined SW used; Description v allow 0.000 i kips/ft Sill nailing El Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.293 Anchor bolts 171� Applicable? 0.820 = 0.293 Blocking/topplate Length of attachment v 0.525 feet 16d nails at 1/2" din. good for 2.796 feet 16 inches o.c. at 5W 0.820 kips/each 1/2" dia. at 33 inches o.c. max. O Applicable? Connector A35 0.450 ; kips/each _ 7.00 feet .0.300 kips/ft A35 at 18 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate v 0.293 kips/ft A35 at Page 1 ❑ Applicable? 0 inches o.c. max. -0 Line geometry i Frank Glazewski - Architect Date 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 5hearWall summary -Line geometry Description :Walters Ag building Level Lower Line 2 V1 vi V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 007 ` `': , Force 7.16 w 7.16 y 6.00 0 6.00 y 1.584 16.00 0 16.00 y 1.152 ki Totallengths 7.16 22.00 Maximum collector force - 1.584 kips 16d nail good for 0.132 kips/each, Splice 12 16d nails i Page 1 �6 Stability details Frank 6lazewski - Architect Date 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary - Wall stability Description !Walters Ag building Level (Lower ; Line2.100 v 0.293 kips/ft Assembly dead loads: Design controlled by: Roof 0.013 ksf Wind Floor 0.011 ksf Dead load reduction factor: Wall 0.009 ksf 0.667 ,5hearwall 'Dead load Crib. Lengths ° �- L s — •,_ L �'1 F- Y °C sp c 3 4- o Holdown s = 3 o 1 o 3 -'o w �" �;� �� o - iz vI i= -0 ; ,_j V) ac i ° a 7.16 9.00 9.00 0.081 18.9 1.4 7.00 2.57 2.57 HTT16/2-2x6 Page 1 Wall line analysis 0.154 = 0.304 feet 0.507 16d nails at 16 inches o.c. at SW Anchor bolts El Applicable? 1/2" dia. good for 0.820 kips/each 0.820 = 1.618 feet Frank Glazewski - Architect Date_ 11/5/98 1907 Mangrove Avenue Suite E O Applicable? Connector i A35 ; 0.450 kips/each Chico, California 95926' 40.00 :feet Tel (530) 343-4630 0.105 kips/ft Shearwall summary. A35 at 48 inches o.c. max. Description ;Walters Ag building ❑ Applicable? v 0.507 kips/ft Level Lower Line A P lateral 4.180 kips Total wall length 8.250 feet Wall framing species DFL j Shearwall v 0.507 kips/.ft 'Oki u5`"/c fn c�(r Shearwall Mark ;� v cap Exterior 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 11W 9 j 0.310 kips/ft Interior 3/8" cdx plywood with 8d nails at 6", 12" o.c. 1W 1 0.264 kips/ft v allow 0.528 kips/ft If user -defined SW used; Description v allow r 0.000 kips/ft Sill nailing El Applicable? 16d sinker good for 0.154 kips/each 0.154 = 0.304 feet 0.507 16d nails at 16 inches o.c. at SW Anchor bolts El Applicable? 1/2" dia. good for 0.820 kips/each 0.820 = 1.618 feet 0.507 1/2" dia. at 19 inches o.c. max. Blocking/top plate O Applicable? Connector i A35 ; 0.450 kips/each Length of attachment 40.00 :feet v 0.105 kips/ft A35 at 48 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? v 0.507 kips/ft A35 at 0 inches o.c. max. Page 1 17, Line geometry Frank Glazewski - Architect Date 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 ShearWalI summary - Line geometry Description Valters Ag building Level Lower Line I A V1 vl V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening j 418 011 j `. n ,] I -: i Force 15.25 0 15.25 y 8.25 w 8.25 y -1.614 16.00 0 .16.00 y 1.693 Total lengths 8.25 31.25 Maximum collector force 1.693 kips 16d nail good for 0.132 kips/each Splice 13 16d nails Page 1 1 C7 A --F (0 Ln 00 S C.J Length of s Ln shearwall I C7 CY,D.L.R.M. iw j W O` v a O o Height 3 4 0 Length L g -wall N between a o CL --- -o o o Roof � C 0 o Floor r c S o W dl Q N 4 3 D 0D (kips/ft) N N O.T.M. �o Tie from w (ft -kips) C7 A --F (0 Ln 00 S C.J n � Q o C7 CY,D.L.R.M. iw j W O` v a < o S 3 4 0 Length a 3 N between a C T < p C 0 o Tie force (0 c Ln -oh Q 3 D - N O M Tie from 0 . above (kips) to O P total (kips) � 0 01 rn N w N `G .00 01 M m � IA N 3 N U:) _ to C p S C7 A --F (0 Ln 00 S C.J n � Q o o CY,D.L.R.M. iw j W O` v L O o (ft -kips) 3 4 0 Length w a 3 N between a o �,O Ln < 10 c W Tie force (0 a Ln (kips) v- (7 - N O M Tie from 0 above (kips) P total (kips) —I 01 rn N N O Q 01 0 3 C7 A --F (0 Ln 00 S C.J n T j o O 4 j W n o Q W =ti LO p . w 3 < N W O �,O Ln < 10 c N (0 Ln -3 C (7 N � M { co C7 A --F (0 Ln 00 S C.J Wall line analysis 1 Frank 6lazewski - Architect Date 11/5/98 ' 1907 Mangrove Avenue Suite E Chico, California 95926 ' Tel (530) 343-4630 Shearwall summary ' Description Walters Ag building Level ;Lower Line P lateral 3.520 kips Total wall length 13.500 feet Wall framing species DFL • 'i Shearwall v 0.261 k ps/ft Oki Shearwall Mark v cap ' Exterior 15/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. qW 9 0.310 kips/ft Interior i None • 13 0.000 kips/ft v allow 0.310 kips/ft If user -defined SW used; Description V allow 10.000 kips/ft '5iII ❑Applicable? 16d sinker good for 0.154 kips/each ' 0.154 0.261 Anchor bolts ' 0.820 0.261 ' Blocking/topplate ' Length of attachment v 0.591 feet Q Applicable? 3.145 feet Applicable? 40.00 ;feet 0.088 kips/ft 16d nails at 16 inches o.c. at SW 1/2" dia. good for 0.820 kips/each 1/2" din. at 37 inches o.c.,max. Connector ; A35 0.450 kips/each A35 at 48 inches o.c. max. ' Connectors at rim joist to mudsill/cri le wall to late 1 pp P p 0.261 kips/ft� A35 at Page 1 ❑ Applicable? 0 inches o.c. max. �s Line geometry Frank Glazewski - Architect Date 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 ShearwalI summary - Line geometry Description 'Walters Ag building r Level Lower Line I 8 I ; V1 vl V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1 3* -.52 --**]0.09 ; "'' ,77', Force 10.00 0 10.00 y 13.50 w 13.50 y -0.880 16.50 0 16.50 y 1.452 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 13.50 26.50 Maximum collector force 1.452 kips 1.6d nail good for 0.132 kips/each Splice 11 16d nails 6 Page 1 -76 i_ Stability details Frank Glazewski .- Architect Date 11/5/98 1907 Mangrove Avenue Suite E Chico, California 95926 Tel (530) 343-4630 Shearwall summary- Wan stability Description !Walters Ag building I Level I Lower Line j B v 0.261" kips/ft Assembly dead loads: Design controlled by: Roof 0.013 ksf Wind Floor 0.011 j ksf Dead load reduction factor: Wall 0.009 Iksf 0.667 5hearwall Dead -load trib. Lenaths 13.50 9.00 17.00 3.00 U 0.192 31.7 11.7 13.50 1.77 1.77 LTTZOB/Z-Zxb Page 1 C Holdown C N O O �� ... �I J N N O O u_ I 13.50 9.00 17.00 3.00 U 0.192 31.7 11.7 13.50 1.77 1.77 LTTZOB/Z-Zxb Page 1