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040-100-065
QRHAMECKR D of -0516 040-100-065 FR1TZ, GAYLCONT: JERRYK` NEW SF 040-100-I65 N LES. of -o818 FRITZ, GAYLE Z 4L gg5l NIKKI CRE M CONTR: FOX COMP FIRE SPRINKLER SYSTEM 01-1831 040-100-065- 1 F�GAYLE 9851 NIIC =EK LN. DURHAM CONT: OWNER Ib' I9 •a I . NEW 36 X 40 BARN fit'. �et/c�cr, Cert• /nfdd ILLiy .1 0l M1 - u 1 ` NOTES `,t RES211ENTIAL 040-100-065'• 01'0516 FRITZ, GAYLE NIKKI CREEK'DURHAM' � � ` f, CONT: JERRY TUCKER NEW SF l �� Q/� ✓ /�.✓L TGl/ SAX -SPECIAL CONDITIONS ,.„ ti - 1 " CHECKED BY CERTIFICATE REQ.. ? F FIRE SPRINKLERS REQ.VtVmRo«'cwg SPECIAL INSPECTION ITEMS _ - " = VERIFY -'USE PERMIT CONDITIONS. - -�, -. SUB -STANDARD HOUSING LETTER "ld' �,pt, -I - ✓.n pro p -Q o� G s r • • e ~ OFFICE COPY Address x - .3 GAS ^' G Meter By Date � 7 ELECT C Meter By Z4Date/.-�� -� ` JOB FI_NALED (Date) Signature �- t . A=K" 0 = Not OK Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rttrs-Trusses' 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses' 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ((3( ( (Oil V = OK 0 = Not OK - = Not Applicable RESIDENTIAL Not Ready Date Underfloor (Plans) OK except #'s U!Zon' g -Setbacks -Easements -Flood -Slope tg., Main; Soils-Elec. Grnd.-//Z/" Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/' /" Ftg. Depth g ches & Decks; Soils -Steel-/ Z/" Ftg. Depth o -Blockouts-WrappedF temwalls, Garage; Steel-Blockouts-Wrapped ( 639 Hold Downs and Special Anchors ?'•Slab, Steel -Wrapped .$Pie Fireplace Ftg.-Steel 9,0015'W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test ,&-10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test tp/ater Pipe; Test -Anchors -Regulator -Service Test 4hS-Vlenums & Ducts: CleafFance-Material-SUDDOrt-Ins. Access & Ventilation Insulation Date - - `j Card B-1 Date Card B-1 Datin, Ma 1 Card B-1 , Date Card B-1 Date PkUMBING (Permit) OK except #'s r Htr.; Vent -Access -Combustion Air Baffle ater Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Te Tub & Shower, Second Floor -Tub Access a2wooG'as Pipe; Sixe & Anchors Date'2 1, 07_ Card B -11Z j Date Card B-1 Date Card B-1 Date Card B-1 Date S&fCTRICAL (Permit) OK except #'s Fix re & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors a5,,tfe: Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 19Y'P. Ground made up w/Mech Fasteners -Bond Gas & Water 2 pliance Circuits in Kitchen & Conductor Size GFI 9010'subfeed Wire Size / ga. Cu 00Q.C. Wire Size g or AI 30. Range Circl10 / ga or AI -Oven Circ. / / ga Cu or AI Insulated Neutral Wes O No -84vice-Riser Conductors & Ground Main Disconnect E Clearances Panels-Motors-Mech. Equip. CI hes Closet Light -Shower Light -Spa Light Ueogmoke Detector Date , ( , d Z Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date efCHANICAL (Permit) OK except #'s Ducts Insulation & Support V Fan, Exhaust above insulation 3-. ndensate Drain & Overflow, Size & Grade F nate-Vent Access -Comb. Air -Return Air Vent 115 outlet 3r Attic Access & Platform it Furnace in Attic Dat LIIS, Card B-1 Date Card B-1 Date Carcy13-1 Date Card B-1 Date / FRAMING (Permit) PK-exsVt #'s Aer jWls, Proper Materials &.6nchors.J aIls Studs -Nailing Spacing & Braces -Plates -Sound Walls over Girders & Floor Draft Stoo in Walls (ra Furred Ceilings -Stairs -Chasers -Tubs 4'6! Headers & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Continued) Hers -Post Caps -Anchors -Connectors Cli g. Joist-Rttr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. Fire lace Ties or Type A Flue -Fireplace Throat Clearance 9 ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 m. Windows or Exiting Doors -Sill Ht. & Dimensions G age Fire Protection Framing Pr erty Line Firewall & Openings Ve"Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits fit -S rs; Width -Headroom -Rise -Run -landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 66—Siding-Nailing Veneer S cco Mesh -Drip Screed -Fd. Vents-Underflr. Access ing Area -Glass Protection -Skylights -Plastic Shear Walls: Nailino-Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date, I i37 Card B-1 _ Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings Smoke Detector 6b" Furnace Vents -clearance -Comb, Air-Connector- Ip_Garage; Above Floor-Ducts-Mech. Protection B room Exiting 61':'-G F.I. & Bath Fixtures & Tub Access -Spa 6T.—El! . Trim & Subpanel, Breaker Sizes & Labels 6 Stairs & Rails 7o'-f-LaWace or Stove, Clearance -Hearth 7 Elec. Outlets at Wood Panel, Int. & Ext. 7 . Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 . Elec. Outlets & Receptacles at Kit. Counter 7 rage Fire Door; Swing -Landing -Closure 7 . A,C. Duct in Garage -Damper 7 . Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. jp-Garage; Above Floor-Mech. Protection Ib., Elec. & Mech. Equip. Listed for Location EI . Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 8 . Guard Rails & Deck Construction -Post Caps 8 Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 21 Instld./Drive j Yes J No/Walks J Yes J No/Planters J Yes J No j olfo"A.C. --flowing Ecco Brown -Finish Unit Disconnect, Electrical -Plumbing Vents Above Roof, Pibg-Appliance-Firgplace-Clearance to Openings 22!3A_er Well, Disconnect, Electrical, Plumbing xterior Elec. Trim, G.F.I. Receptacle -Underground Wr Ventilation Throughout House Protection tions from Previous W. Q4 Test -Meters Tagged, Gas -Electric 9 Water & Sewer Connected -C/O to Grade -HD Approval I9&4,ZnerQv Compliance Certificate -Other Certificates Address Posted Date U Card B-1 Date Card B-1 Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 1 N COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING IVISION 7 County Center DriveOroville, California 95965 • Telephone (530) 538 7541�/ JOP/( RMJT No. (Rev.12/96) APPLICATION AND PERMIT � ASSESSOR PARCEL NUMBER 040-100-065 ZONING A10 BUILDING PERMIT OWNER FRITZ. GAYLE TELEPHONE 349-1407 SO. FT. OCC. BUILDING VALUATION 2683 R 144,882.00 . OWNERS MAILING ADDRESS 555 FLYING V ST. CHICO, CA 9592A 768 U 13 824.00 CONTRACTORS NAME JERRY TUCKER TELEPHONE 5_1979 355 C 4,615.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 2 A 3,000.00 LENDER'S MAIUNG ADDRESS Total Valuation $ 166- 21 -nn ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 874-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS =- Energy Plan Checking Fee $ $ 91,51 NIKKIr , ' - PERMIT FEE $ LOT NO. 2 SUBDIVISIONS NAME PARCEL MAP _ )-9Q—Q7 1Z,USEOFSTRUCTURE PLUMBING PERMIT Fling Fee 20.00 y SF Duplex ❑ Mobilehome ❑ Other 6 SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NW SF Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 17 1 .00 ELECTRICAL PERMIT Fling Fee 20.00 a00V OR LESS Main Service zo.OR LESS 23.00 23 . 0 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. J 1, as owner of the property, am exclusively contracting with licensed contractors 2 to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO lOooA 46.00 NEW coNsr. DWEoccuP. LLING OR AD( so 3,5¢so FT. 120.8 01 corsr. MLI�a� NON.RESID. 97.50 PowEL APPAR U 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR Fn(TLIREs e� @ ':00 FIXLNS Ex. Occup. oinLEEDTs AE ,6.) ERA. 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 186.80 . WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit Is for work of a valuation �f 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 forthwith comply with those provisions. �y X ✓ Date 25/15;/o 1) Signature of Applice - .% 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 Fling Fee 20.00 Heating SPLIT 30.00 Cooling Hood 6.50 6.5 Ventilation PERMIT FEI: $ 5 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 c u CONST. TYPE V TOTAL FEE $ 1 45 .�0 HAZ. IMP I D cDF P EI_ HD s This permit is he e y issued under the applicable provisions of utte County QPde and/or Resolutions to do work 1 icate b for w ch fees have been paid. PERMIT EXPIRES ON ? ZS oV (Da re Receipt No. .40 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r1 f- Ir z ` 7.�1.: ,,ti„N �+rF':.++ �s`i «=:k ., a + i►. .. M�. i' -;.. �, d►y'a !+'*Y tiT�y n �. 'rl r� 1 K,-^^ ,-�.�%,�_: !'�.-.rv-.i ' 'r. » '-^^'r.�:..o•av ,n..-�r^r ,,s +...J•rltir.n,::f, � f ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �G 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARC ER: 0 — /Do o Proposed Building Use: :5 Building Inspector: Date: 3 — /S At time of permit applicatioif, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted.---------------------------------------------------------------------------- lot plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------- ---------- -3 Complete plans, 3/4 sets; signed by the preparer of plans. --------------------------------------------- �Engineered plans, 3/4 sets, with wet signature on.plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 4 Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ (] 8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications.--------- #112. Fees of $---------------------------------------------------------------------------- F pact fees as shown on the attached schedule. ----------------=-------------------------------------- California Department of Forestry pl as. ----------------------------------------------- '! F elevation certificate. --- �' _-------------------------------------------------- Atation and plot plan approva 1 C 0 Health DepAent. --------------------------------- ❑ 15. City of Chico plumbing permit. ------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------------------------------- ❑ Planning approval for (A) Use: 14Z- (B) Parking: ------------------- 18 Mwncroachment ontact Land Development about Improvements, C3 Drainage-, gal Parcel. ---------------- Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------------------------- ❑ 22. Workers' Compensation carrier and policy number. ----------------------------------------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- Ketcorded er of signature authorization. ---------- --------------------------------------------------------------- copy of Agricultural Acknowledgment Statement. ------------------------------------------- -✓'` ❑26. Letter of intent on building use.---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. --------------------- :: ---------------------- ------------------------- 029. -------------------=------------------------------------------------ ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1130. -------------- ❑30. Other: ------ (Date) r��iri "► ermitrrocess as follows❑ Mail to owner, ❑M ' to contractor. ;�Wyouissuethe lephone�`�'i 7 and hold for pickup at© office. ❑ Deliver with inspector. S'rk V ID41 191-��T Lf Z 0� Applicant: Date: 3' O Copy of Haz-Mat form sent ❑ Health Dep, ❑ Fire epajtmpnt, ❑ Air Pollution IDdtete: By: Copy of plans sent ❑ Health Department, ❑ Fire Dep ent, 0 er: Date: By: 1. Index permit application fortheabove items number ❑ Plan Check list 2. Additional items required: 4 aSVA r till Contractor, designer own was advised ofWe above hone, ❑ mail, Building Division counter, by , Date: Contractor, designer, owner, was advised of the above data by ❑ p one, ❑ mail, ❑ Building Division counter, by ate: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner was 'sed of the above reqqdata by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: �' �i- 04 Plans approved by: ZK� Date: -7 -ZO • y/ Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO:- Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 71t�l>� (0) - p 6) �a E. H. USE J3NLY Plot Plan Attached l. Floor Plan Attached Sent to B.D. civ -75-z /79-7- s?246" &k-� A 61)1�--422 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other `Hold final for: --Fin-al-clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date 2 10 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER _ �Iy` C PROPOSED BUILDING USE v 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due..................�........................ $ 2. SCHOOL DISTRICT FEES aid at District Office DO 0- 5— SHERIFF FEES (paid at Building Division) Residential .................................... Units Commercial (sq. ft.) ...................... ay. u. 4. URBAN AREA FEES Residential ............................ x x $360.00 = $ h x $0.03 = $ # Units Amt. Commercial (Sq. ft.) ............. x ,ll,�`-'/ Sq. ft. r mt. 5. RECREATION DISTRICT FEES — (Ahln�' 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND L ECK $89.00 (paid at Building Division) �. WATER TENDER FEES (Battalion # 3 $200.00 (paid at Building Division) CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # vT _/0 7� DATE RECEIPT # 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 3-1510 1 Pursuant to Government Code Section 66020, you are hereby notified that items"2, 3, 4, 5, 6, 7, 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. 6/00) r 'BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) a�. School District A.P. Number OLfo—[W "OW S• .Jurisdiction: ,City Property Owner: (;:er y k : 1r. r.t .� Z Building Department No. .County Property Location/Address�(( K. Cr -e -e OA&. A,.. Subdivision Ce -,6 Yde,� C�'e e �" 1 U�� Lot No. Residential Development f .................................................................................................................. Sq. Footage No of Living- Mobile Home Addition/ 'Supplemental to (Group R) Units Installation f Conversion Permit # �+ No foundation inspection); .* ......................... Commercial/Industrial.} ;.. 4 '• !Sq. Footage= . h New Adddion (Including Exterior Roofed Areas) 3,2.0 Building Department Repr aMotive Date (Floot�Elansrreviewed by School, District Personnel) District Identification No. /1 - A711 u N/ F/ 1> School District. certifies that CAYLE�' Y,rA I %7- , I (APPlicantl A k1 (Street Address) (Phone Number) 01 11 2v te (City) (State) JZip Code) has complied with the requirements of Resolution No. by payment of $ representing square feet. AB 2926 $ FULL MITIGATION S g9 L School Disirict Representative 1 - Date Paid by Check # Remarks: o - Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building. department), Pink (school district) feeformAs (10/98)dmm BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM g' DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): (9.40 - I a0 - 0UG_ Property.Owner..(s): 01m, ILC `Project Location%Address. Subdivison Name: Grd en Creet. CoAq eshf�J Assessable Square Footage: 0 8 3 Type of Residential Development (check one): UNew Development Afteration/Addition ❑ Mobile Home (s) ❑ Non -Residential to Residential Corr(rnents:Rt,V r . .ti a Buildin -' ivision Rep esntative Date Durham Re&eat'ion and Park. District (DRPD) certifies that Applicant Name a Applicant Phone Number' 555 y. Street Address alo CAg �� City State Zip Code has, complied rith, th&req 'irementsI.bf the. Butte County,.Board'of $upervisQrslResolution No. 93 - 114 by payment for ZQ 83 square feet at $ 1.04 per square foot for a total payment Of $ 271I0.3z - 22(jo DID Representative Date PAID BY -CHECK No.:' � ' Remarks: BANK No.: " ty - 375:5i Lo PAID BY CASH: . RECEIPT No.: 13x�q DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 20 -Jul -2001 2001-0032071 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date iI22 �o I PROPERTY OWNERS: State of California ) County of On / -- 0 -0 � before me, personally appeared � 2 }4 _ r" -f personally (mown to we (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that hetshe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s).or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my ban official.seal. Signaturr sal: A.P. # U YQ- / 00-06 S DENISE M. PRICE COMM. i 1170838 NOTARY PUSUC-CALIFORNIA Q s . COUNTY OF BUTTE Comm. Expires, Jan. 24, 2002 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL 1: LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "GARDEN CREEK COUNTRY ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1997, IN BOOK 142 OF MAPS, AT PAGE(S) 67 THRU 69. RESERVING THEREFROM A NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES'AS SHOWN ON SAID MAP, AP#: 040-100-06S-000 PARCEL IIs A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES, AS SHOWN ON THAT CERTAIN MAP ENTITLED COUNTRY ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF R RECORDER OF THE COU WHICH THE TY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29,-19.97, IN BOOK 142 OF MAPS, AT PAGES) 67 THRU 69. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. March 29, 2001 Gayle Fritz 555 Flying V St. Chico, CA 95928 - 4, Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-100-065 Building Permit Number: 01-0516 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: /Y Flood Elevation Certificate that was submitted for the project is an expired form. Please submit correct form with all appropriate sections completed. Plan check for flood requirements cannot be completed until new form is received. �! Fire sprinklers are required in this structure per your parcel map. Please submit an application /for a permit for the fire sprinklers along with two sets of plans which have been prepared by a licensed C-16 contractor. Permits for the house and sprinklers will only be issued concurrently. V//Review of the plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict coa compliance.. If you wish to discuss anAquirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return your School Impact Fee form. 2. Complete and return your Park Impact Fee form 3. Provide Health Department Clearance. 4. Pay Water Tender Fees of $200.00 5. Provide a recorded copy of your Agricultural Acknowledgment Statement. Sincerely, Martha Whitney Plans Examiner cc: Greg Pietz PRC -ECT PROCESSING RF-f.ORD APPLICANT: OWNER: �. P WORK DESCRIPTION: DA's DESCRr ITM OF STEP kvvr c'� v 0 RESIDENTIAL PLAN REVIEW GUIDE_. _ SINGLE FAMILY, DUPLEXAND ' MISCELLANEOUS ONLY Owner: :Y I T ti- Building Permit Number: 0 Plans Examiner: A P. Number: Oryt / jqn-O( GENERAL: ,,1! Zoning requirements - (number of permitted living units). 2. Building permit valuation. 3. Plans signed by the designer. 4. Proper description of work. on the application. 5. Existing violations on the property. 6. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, kte. 3. Other buildings or structures. ?rovicff- C(, nrev& *4000 e-(et/aP00-)1 4 Grading, fills and/or drainage. CPi✓-�'1 G0. �- Flood hazard Special conditions on Parcel Map (Noise, SRA, ire Sprinkler Water Tender, Traffic and Drainage fees).... 7. FAU & FAS road setback. 8. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building ► Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). �. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 99.Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). . Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). 1 . Garage firewall separation - retired on garage side including supporting walls'and posts (Uniform Building Code section 302.4 exception #3). 11. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 1 . Smoke detectors (Uniform Building Code section 310.9.1). 1 . Water closet clearances (Uniform Plumbing Code 408.5). 1 . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: 1. Conventional construction — nusuallaped y shbuildings Uniform Building Code section 2320.5.4). 2: Standard bracing or engineer g Code se6tion 2320.11.3). 3. Clerestory requiring balloon fiaming and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. U a�lace construction details and calculations if necessary. ge door header size(s). 12. Porch header size(s). 13. Stud heights. xpansive soil — special foundation design required. 5 g walls requiring design. Special Inspection requirements. ;,hinder sizes.. . Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): } Guardrails (Uniform Building Code section 509). ._ . Brick or stone veneer (Uniform Building Code section 1403). ." Exterior plaster.— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15 -B -1&2,15-D-1 &2). Roof coven Ig pe - (fire hazard). Foa_n insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two"exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 0.. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 17 Attic access and ventilation (Uniform Building Code section 1505). 1 : _ Combustion air for fuel burning appliances — LPG requirements. -.1 : Sound requirements. 1 . Energy design compliance and supporting documentation. 1 : Flashing at all exterior openings. 1 . CDF responsible area requirements. 1 . Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. :. 17.5. Use Permit conditions. . 17.6. Sub -Standard Housing letter. • Page 2 of 2 -74i rt CA" Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California ph!rnbing Code (1997 U.P.r.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Eicuirical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one Y -O" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide ''/�"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: Building Permit Number: Qt — CS )to Plans Examiner: Martha Christy • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and' exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2:3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear operable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW Your parcel lies within a designated 100 -year flood plain., Finish floor, electrical, H. V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certifu ate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. KFire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of 'from the side and 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: T:;r-:1 Building Permit Number: Q l -OS! ,0 Plans Examiner: Martha Christy SITE PLAN RENEW APPLICATION Date: — O AP# o L1 O— I Q o Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: S �-- Owners Name: Owners Address: 1 y 1 Q 5 9ZB Telephone No.: Li— 3 Q Situs Address: I IC 1z.1 C 12� Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer . ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition. ❑ New Industrial ❑ Industrial Addition Other ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel 15 Septic Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval 11 Site Plan Stamped Approved By Date es' i Ci— O � Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ® 100 -Year Flood Plain: (See attached) • Flood Zone: A6 • Flood Panel No.: d5`2Z Q. Index Date: 6 L V ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A — i O Applicable Building Setbacks: Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front so Side ) O i Side Street -50 1 C L Rear ' D Height Waterway N/A N/A N/A Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 .1 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area— Road ❑ Thermalito Impact . ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: : Deed of Reference: Parcel Frbntage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: ❑ Parcel Deemed to be legal Legal Access Provided: ❑ No ❑ Yes Legal Access Required F-1No ElYes F-1No E] Yes, Road Name: ❑ No ❑ Yes ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ----------------------------------------- Page 3 of 5 •s7 Subdivision Map/Parcel Map: Map Date of Recording Lot: `Z ❑ Use Permit/Minor Use Permit Permit Number: CA - q"1 Book: 114"2— Page 142 Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: 6-72L r Automatic fire suppression sprinkler systems shall be installed inaccordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to.protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, 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 on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 0 Summary of Specific Requirements: This information. provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 FtUtKALLIVItKUt:NI:Y MANAULMtNI AUt:NI:Y O.M.B. NO. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 2 ELEV�TION CERTIFICATE B9. BASE FLOOD ELEVATION(S) Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION EFFECTIVE/REMSED DATE For Insurance Company Use: BUIL-BIN W S NAME 06007CO520 Policy Number GAYLE F . ITZ a18f98 AE BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 1893 GARDEN DRIVE CITY STATE ZIP CODE DURHAM CA 95938 PROPERTY-BE&CRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) AFNN 040-100-0 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ##.##' or ##. ) Z NAD 1927 ❑ NAD 1983 Z USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE BUTTE COUNTY, UNINCORPORATED AREAS 060017 BUTTE CA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL 176.0 ft.(m) B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVE/REMSED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 06007CO520 C 618198 a18f98 AE 175.0 61U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile Z FIRM ❑ Community Determined ❑ Other (Describe): 611. Indicate the elevation datum used for the BFE in 69: Z NGVD 1929 ❑ NAVD 19M ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Z No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Z Construction Drawings' ❑ Building Under Constnicton' ❑ Finished Construction 'A new FJevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, ARIAO Complete Items C3. -a4 below a000rding to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 or Section G, as appropriate, to document the datum conversion. Datum YES Conversion/Comments _ Elevation reference mark used YES Does the elevation reference mark used appear on the FIRM? Z Yes ❑ No ❑ a) Top of bottom floor (including basement or enclosure) 172. 0 ft.(m) 0 b) Top of next higher floor 176.0 ft.(m) C/) 0 c) Bottom of lowest horizontal structural member (V zones only) 0 d) Attached garage (top of slab) 176. 0 ft.(m) M 0 e) Lowest elevation of machinery and/or equipment w `° servicing the building (Describe in a Comments area) 175.5 ft.(m) 0 f) Lowest adjacent (finished) grade (LAG) 172.0 ft.(m) z' m 0 g) Highest adjacent (finished) grade (HAG) 172. 5 ft.(m) N 0 h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 3 0 i) Total area of all permanent openings (flood vents) in C3.h 2700 sq. in. (sq. an) o Q�pFESSlpaq1 E. G114, t�yCi m 14, Luo. 31689 * acP tZf Srf �' 4 /7 01 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. �] l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. ` 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIER'S NAME LICENSE NUMBER - WESLEY E. GILBERT R.C.E. 31689 "'• ° e`:. L�l.li ._ TM C FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the conresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unk Suit, and/or Bldg. No.) CQ P.O. ROUTE AND BOX NO. Policy Number j 893 GARDEN DRIVE CITY STATE ZIP CODE Company NAIC Number DURHAM CA 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS C3.elAIR CONDITIONER PAD ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(c m) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams &8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community - issued BFB or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the hest of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME WESLEY E. GILBERT ADDRESS CITY STATE ZIP CODE 70 DECLARATION DRIVE, SUITE 101 CHICO CA 95973 SIGNATURE//�l/ DATE / TELEPHONE �/ 411712001 (530)899.9503 COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAmissued or communityassued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. FJevation of as -built lowest floor (including basement) of the building is: _fL(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS T FEMA Form 81-31, JUL 00 REPLACES ALL PREV OUS EDITIONS 4'Jul 12'\02.04:43a LOERKE INSULATION C0:,INC 5308918560 jtLOERKE INSULATION CO., INC. Gf �� I �� eY, a� C;�ce j� INSULATION<CERTIFICATE -Number-and, j C/J) JLotK- DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness ('inches) � � Thermal Resistance (R' -Value) 2. CEILING , i - ' Batt or Blanket Typed g tts. ` "" Brand Name '. Jofins Manville t Thicimess (inches) / .? ��2- ,i . Thermal R� (R -Value) je 3� ' Loose Fill Type Fitwglass (r ' ! ,. Contractvr/s min. D , 6 F ,� Brand N�rie ,loans � - > S4- s7 b' „� Mb ri Thiess' /� �� inches. W • ManulacWTer s installed weight per square f00t to � Thermal R ilsllarmj, JR, Value) -3 3.f EXTERIOR WALL k,. al�•xc Q.�Ne, may. ,..� t Thickness {inciies`�)_a�� S �1 BreBrandd Mame'r ,E oh Thick ,• , F _ 7iiermitt Resistance (R -value) /,2 0- /Z � 3 !�. RAISED FLOOR f BrandNar Johns Manville - Thickness (inches), Titerrria$:R (R Value) r b. SLAB FLOOR I PERIMETER ti ,k 7 ,J Material Brand Name 'Thickness � r Thermal Resistance (R Value) 1 Perimeter Insulatim Depth (inchea - ,�• " 6. FOUNDATION WALL Material -` i + Brand,:(dame 1 e Th6viess (inches 1 T'heirnal Rance (R Value) DECLARATION �. I henebY cerM that tha ahnw a inoudi9tinn .�.� f. e�� :...a. 4' kt.R.,:__ «- -- -- - •• _ Kegulauons� as indk%ded the - ""' °` wMle-wo i Y 14 G*tjF- if i V, k.euromia uoae or ► r - of nee, w applicable. -- :''C---� LOERKE INSULATION CO., _ � igna ure,• INC. General ntractorr((C® Name) Or�Owner _Tk_M� ofunmurej l ri ' - nsia u clor (( ame r ., GeneralTonhactor (Co. Name) or s rgnature, Date dInstallinSu 'contractor o. ame r { r 09nerai Contractor (Co- Name) Or wner , �` ~ Q/••H^I ,v,- ry�-� �ef��r"TY.'.✓ ¢�".- �•� 1 �...� �� syr. 7 - 1 :�... ..- `.. _� �i.� [ - ..+ .•-r��. ..- �t �•' .4yTP .�_.-•�'/n�..�•r'a�. I^��"•ice-.... ... __•wi..�.-.—•!l,u�� - ---f. • ,./.I t . a naa6 C6Oop� ani al na . TAJUc nI 31i5t90.6.:i, : A0 So r t 1 UL EIAORIT1930 ViOITA.IU21.;1 -� y�ti� ��0 �'r��� LQO� .ow ..00 mormi m axpa0J t4OITAJJATZHI :io 140ITgIF13e3o . ` :i40f1. P emsm bms18 Isix�isM 1 (nij !T (sufsV A) 0.�ttm2t29f1 IlgnneriT 0MU133 S altiwam enttoL ., emsm bnst8 ' taftw9 To tta � - � (�tsV A) �i tsrrr�ifiT � --s�� S. ` (zsrkmi) 2asmk�irlT sovrwA enftL erg bnmfi MT OR esool ZS\ , Q .¢a icTi? b al .semt el sdnvO �- <-N (eutav sl) =Mjaiws L^n mffof W pupa xsq Idgkm boRstad a unsM 4 -UAW FIOIRM3�e A!iivnam an&L eamm bnme twudsm ; nl-*rr ' ROOJ9 0381Ati A �liwn�ilA .�doL etR�� btu3t8 _,.,. ��fl n�di3 _ Isi�efisAA 9msm 6ne18 { _ ____ tsulsV A) sondai2sA ist�tlT� emiM b=8 (suisV R) emstZIMP Ismi4 ffl ni t�ttaN) a mnAoidT Fr T3tAF09 \.900-R BAR .a lade%% aeon,A,itrr fmpa mftwwl V31ambS9 JJAW HOITACIOU01.8 .OMI ,.00 WOITAJU819 3>IA3OJ �"'_��'V Q '"'�'v _ ism- O 10 (9ftlfim .O:i) TOd�$ifR iBT9ftSr7 1 9ti1Q t�:ti i0 (9m& .00) t0?�dly0�is�Jn90 .' . IshevtsM la$rbrti) Ezssv�lriT 13i0rnOs Tt:7 .0s)�MO VIO[TAAA103q (a, oi3s �A Uc',t8&A�.J.O �fte9'il Ti!, 04C-)- Lbn- d COQ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Fritz Residence Date..03/09/01 14:53:18 Pro'ect Address Lot 2 Nikki C k L ******* � ........ ree ane Butte County, California *v5.10* Documentation Author... Donna Wallace ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.... ..... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards Bui din Permit 7. W0/ Plan Check Date - Field a eFie Check/ Date by Enercomp, Inc. MICROPAS5 v5.10 File-FRITZ Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Fritz Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 2687 sf Single Family Detached New Front Facing 180 deg (S) 1 1 Raised Floor 21.7 % of floor area 0.4 Btu/hr-sf-F 0.3 9.7 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Type Type R -value R -value R -value Wall Wood R-13 R-0 R-13 Door n/a R-0 R-n/a R-0 Roof Wood R-38 R-0 R-38 Floor Wood R-19 R-0 R-19 FENESTRATION Assembly U -value Location/Comments 0.088 Typical, Garage Knee Wall 0.330 Garage 0.030 Typical 0.037 Typical Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes StRoi d Yes panda: Yes -ard Yes "Stannr�° ®1 y Yes bfidard ��� Yes Area U- Interior Orientation (sf) Value SHGC Shading Window Front (S) 15.0 0.390 0.300 Standard Window Front (S) 15.0 0.390 0.300 Standard Window Front (S) 15.0 0.390 0.300 Standard Door Front (S) 48.0 0.390 0.300 Standard Window Front (S) 8.0 0.390 0.300 Standard Window Front (S) 15.0 0.390 0.300 Standard Window Front (S) 15.0 0.390 0.300 Standard Window Front (S) 12.0 0.390 0.300 Standard Window Front (S) 12.0 0.390 0.300 Standard Window Left (W) 12.5 0.390 0.300 Standard Window Left (W) 12.5 0.390 0.300 Standard Window Left (W) 12.5 0.390 0.300 Standard Window Left (W) 4.0 0.870 0.700 Standard Door Left (W) 20.0 0.390 0.300 Standard Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes StRoi d Yes panda: Yes -ard Yes "Stannr�° ®1 y Yes bfidard ��� Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Fritz Residence Date..03/09/01 14:53:18 MICROPAS5 v5.10 File-FRITZ Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Fritz Residence FENESTRATION REMARKS Fenestration notes: 1) CEC default U -values and default SHGC-values were used T',,�RR the window in the Bath near the Guest Bedroom and the skylight4n the Kitchen. The skylight shall be tinted or translucent. 2 ) The remaining fenestration units shall be by Norco with pane, low -e squared glass. These units have a maximum 0.39 �} Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Back (N) 15.0 0.390 0.300 Standard Standard Yes Window Back (N) 15.0 0.390 0.300 Standard Standard Yes Window Back (N) 15.0 0.390 0.300 Standard Standard Yes Window Back (N) 15.0 0.390 0.300 Standard Standard Yes Window Back (N) 15.0 0.390 0.300 Standard Standard Yes Window Back (N) 18.0 0.390 0.300 Standard Standard None Window Back (N) 36.0 0.390 0.300 Standard Standard None Window Back (N) 18.0 0.390 0.300 Standard Standard None Window Back (N) 6.0 0.390 0.300 Standard Standard None Window Back (N) 12.0 0.390 0.300 Standard Standard None Window Back (N) 6.0 0.390 0.300 Standard Standard None Window Back (N) 15.0 0.390 0.300 Standard Standard Yes Window Back (N) 15.0 0.390 0.300 Standard Standard Yes Window Back (N) 15.0 0.390 0.300 Standard Standard Yes Door Back (NE) 33.3 0.390 0.300 Standard Standard None Window Right (E) 15.0 0.390 0.300 Standard Standard Yes Window Right (E) 15.0 0.390 0.300 Standard Standard Yes Window Right (E) 15.0 0.390 0.300 Standard Standard Yes Window Right (E) 15.0 0.390 0.300 Standard Standard Yes Window Right (E) 12.5 0.390 0.300 Standard Standard Yes Window Right (E) 30.0 0.390 0.300 Standard Standard Yes Window Right (E) 10.0 0.390 0.300 Standard Standard Yes Skylight Front (S) 4.0 0.940 0.600 None None None HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.800 AFUE Attic R-4.2 No No Setback ACS.plit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Recirc/Timer 1 0.58 50 R- n/a REMARKS Fenestration notes: 1) CEC default U -values and default SHGC-values were used T',,�RR the window in the Bath near the Guest Bedroom and the skylight4n the Kitchen. The skylight shall be tinted or translucent. 2 ) The remaining fenestration units shall be by Norco with pane, low -e squared glass. These units have a maximum 0.39 �} CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Fritz Residence Date..03/09/01 14:53:18 MICROPASS v5.10 File-FRITZ Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Fritz Residence REMARKS U -value and a maximum 0.30 SHGC-value. Reference: NFRC data provided by Nor Cal Window & Door, phone 530-345-5266. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Avenue Chico, California 95926 Phone... 530-894-5719 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ( ate) DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.. p�0-via_ �/►� 3/9/� a e .-MANDATORY MEASURES CHECKLIST: RESIDENTIAL C '(Page 1 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal framed walls (does not apply to exterior mass walls). R-13 R-19 *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A Fiberglass 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. Batts 116-17: Fenestration Products, Exterior Doors and Infilitration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -value, By Contractor certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs N/A 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside air intake with damper and control By Contractor c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Contractor 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. Attached 150(1): Setback thermostat on all applicable heating and/or cooling systems. By Contractor 150(j): Pipe and Tank Insulation 1. Storage gas water heaters rated with and Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. By Contractor 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees Fahrenheit insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Section 150(m). By Contractor 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. sa.. x``6600 Residential Compliance Form'� (��-�, July 1, 1999 s,�a® •MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures (continued) 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. N/A 2. System is installed with: a. At least 36" pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical By Contractor cooking appliances with pilot < 150 Btu/hr.) Lighting Measures 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 Lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. By Contractor 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Residential Compliance Form July 1, 1999 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Fritz Residence Date..03/09/01 14:53:18 Project Address........ Lot 2, Nikki Creek Lane ******* Butte County, California *v5.10* Documentation Author... Donna Wallace ******* Building Permit -7 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS5 v5.10 for Plan C ec Date Field Check/ Date 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-FRITZ Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Fritz Residence Zone Type HOUSE Residence Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 16.82 18.41 -1.59 Space Cooling.......... 16.01 10.76 5.25 Water Heating.......... 10.60 11.48 -0.88 Total 43.43 40.65 2.78 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height...:. 2687 sf Single Family Detached New Front Facing 180 deg (S) 1 1 ReducedYear Raised Floor 1 26024 cf 0 sf 21.7 % of floor area 0.4 Btu/hr-sf-F 0.3 9.7 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- (sf) (cf) Units itioned Thermostat Type 2687 26024 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.'�a�ndard, No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Fritz Residence Date..03/09/01 14:53:18 MICROPAS5 v5.10 File-FRITZ Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Fritz Residence OPAQUE SURFACES FENESTRATION SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE Window Front (S) 15.0 0.390 0.300 2 Window 1 Wall 439 0.088 13 180 90 Yes W.13.2X4.16 Typical 2 Wall 84 0.088 13 180 90 No W.13.2X4.16 Garage 3 Wall 36 0.088 13 180 90 Yes W.13.2X4.16 Knee Wall 4 Wall 380 0.088 13 270 90 Yes W.13.2X4.16 0.300 5 Wall 193 0.088 13 270 90 No W.13.2X4.16 Garage 6 Door 20 0.330 0 270 90 No None Garage 7 Wall 68 0.088 13 270 90 Yes W.13.2X4.16 Knee Wall 8 Wall 24 0.088 13 315 90 Yes W.13.2X4.16 Knee Wall 9 Wall 448 0.088 13 0 90 Yes W.13.2X4.16 15 10 Wall 3 0.088 13 0 90 Yes W.13.2X4.16 Knee Wall 11 Wall 18 0.088 13 45 90 Yes W.13.2X4.16 0.300 12 Wall 506 0.088 13 90 90 Yes W.13.2X4.16 Back 13 Wall 85 0.088 13 90 90 Yes W.13.2X4.16 Knee Wall 14 Roof 2683 0.030 38 n/a 0 Yes R.38.2X12.16 Typical 15 Floor 2687 0.037 19 n/a 0 No FC.19.2X8.16 Typical FENESTRATION SURFACES Act Exterior Shade Interior Shade Azm Tilt Type/SHGC Type/SHGC 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 270 90 Standard/0.76 Standard/0.68 270 90 Standard/0.76 Standard/0.68 270 90 Standard/0.76 Standard/0.68 270 90 Standard/0.76 Standard/0.68 270 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Stand d/6*c�'j Standard/0.68 0 90 Standgm&4�, �.761 , ndard/0.68 0 90 Standardy§X,1 ,6� S rd/0.68 0 90 Standa " 0.7�Z);tan X1/0.68 0 90 Stand r�el�/0 Z,6 S`t� and/0.68 0 90 Standard/b.7!t6$�jtXai3 tand ar /0.68 0 90 Standard/0:7.dard)/'0.68 Area U_ orientation (sf) Value SHGC HOUSE 1 Window Front (S) 15.0 0.390 0.300 2 Window Front (S) 15.0 0.390 0.300 3 Window Front (S) 15.0 0.390 0.300 4 Door Front (S) 48.0 0.390 0.300 5 Window Front (S) 8.0 0.390 0.300 6 Window Front (S) 15.0 0.390 0.300 7 Window Front (S) 15.0 0.390 0.300 8 Window Front (S) 12.0 0.390 0.300 9 Window Front (S) 12.0 0.390 0.300 10 Window Left (W) 12.5 0.390 0.300 11 Window Left (W) 12.5 0.390 0.300 12 Window Left (W) 12.5 0.390 0.300 13 Window Left (W) 4.0 0.870 0.700 14 Door Left (W) 20.0 0.390 0.300 15 Window Back (N) 15.0 0.390 0.300 16 Window Back (N) 15.0 0.390 0.300 17 Window Back (N) 15.0 0.390 0.300 18 Window Back (N) 15.0 0.390 0.300 19 Window Back (N) 15.0 0.390 0.300 20 Window Back (N) 18.0 0.390 0.300 21 Window Back (N) 36.0 0.390 0.300 22 Window Back (N) 18.0 0.390 0.300 23 Window Back (N) 6.0 0.390 0.300 24 Window Back (N) 12.0 0.390 0.300 25 Window Back (N) 6.0 0.390 0.300 26 Window Back (N) 15.0 0.390 0.300 27 Window Back (N) 15.0 0.390 0.300 Act Exterior Shade Interior Shade Azm Tilt Type/SHGC Type/SHGC 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 180 90 Standard/0.76 Standard/0.68 270 90 Standard/0.76 Standard/0.68 270 90 Standard/0.76 Standard/0.68 270 90 Standard/0.76 Standard/0.68 270 90 Standard/0.76 Standard/0.68 270 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Standard/0.76 Standard/0.68 0 90 Stand d/6*c�'j Standard/0.68 0 90 Standgm&4�, �.761 , ndard/0.68 0 90 Standardy§X,1 ,6� S rd/0.68 0 90 Standa " 0.7�Z);tan X1/0.68 0 90 Stand r�el�/0 Z,6 S`t� and/0.68 0 90 Standard/b.7!t6$�jtXai3 tand ar /0.68 0 90 Standard/0:7.dard)/'0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Fritz Residence Date..03/09/01 14:53:18 MICROPAS5 v5.10 File-FRITZ Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Fritz Residence FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 28 Window Back (N) 15.0 0.390 0.300 0 90 Standard/0.76 Standard/0.68 29 Door Back (NE) 33.3 0.390 0.300 45 90 Standard/0.76 Standard/0.68 30 Window Right (E) 15.0 0.390 0.300 90 90 Standard/0.76 Standard/0.68 31 Window Right (E) 15.0 0.390 0.300 90 90 Standard/0.76 Standard/0.68 32 Window Right (E) 15.0 0.390 0.300 90 90 Standard/0.76 Standard/0.68 33 Window Right (E) 15.0 0.390 0.300 90 90 Standard/0.76 Standard/0.68 34 Window Right (E) 12.5 0.390 0.300 90 90 Standard/0.76 Standard/0.68 35 Window Right (E) 30.0 0.390 0.300 90 90 Standard/0.76 Standard/0.68 36 Window Right (E) 10.0 0.390 0.300 90 90 Standard/0.76 Standard/0.68 37 Skylight Front (S) 4.0 0.940 0.600 180 18 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 15.0 n/a 5..0 3.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 48.0 n/a 8.0 11.3 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 8.0 n/a 1.3 11.3 2.7 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 15.0 n/a 5.0 3.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 15.0 n/a 5.0 3.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 12.0 n/a 4.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 12.0 n/a 4.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.5 n/a 5.0 3.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.5 n/a 5.0 3.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 12.5 n/a 5.0 3.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 4.0 n/a 2.0 3.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 20.0 n/a 6.7 5.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 33 Window 15.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 12.5 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n/ftlft1/.a n/a n/a 35 Window 30.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a�n �a rf4 n a n/a 36 Window 10.0 n/a 5.0 5.0 1.3 n/a n/a n/a n/a n<a n aha n/a N 4� COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Fritz Residence Date...03/09/01 14:53:18 MICROPAS5 v5.10 File-FRITZ Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Fritz Residence HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE Furnace ACSplit Tank Type 0.800 AFUE Attic 10.00 SEER Attic Duct Tested Duct ACCA Duct R -value Leakage Manual D Eff R-4.2 No No 0.737 R-4.2 No No 0.645 WATER HEATING SYSTEMS Number in Heater Type Distribution.Type System 1 Storage Gas Recirc/Timer 1 REMARKS Tank Energy Size Factor (gal) 0.58 50 Fenestration notes: 1) CEC default U -values and default SHGC-values were used for the window in the Bath near the Guest Bedroom and the skylight in the Kitchen. The skylight shall be tinted or translucent. 2) The remaining fenestration units shall be by Norco with dual - pane, low -e squared glass. These units have a maximum 0.39 U -value and a maximum 0.30 SHGC-value. Reference: NFRC data provided by Nor Cal Window &Door, phone 530-345-5266. External Insulation R -value R- n/a HVAC SIZING Page 1 HVAC Project Title.......... Fritz Residence Date..03/09/01 14:53:18 Project Address........ Lot 2, Nikki Creek Lane ******* Butte County, California *v5.10* Documentation Author... Donna Wallace ******* I Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. . 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards Plan Check Da e Field Check[ Date by Enercomp, Inc. MICROPASS v5.10 File-FRITZ Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Fritz Residence GENERAL INFORMATION FloorArea ................. Volume.. ............ Front Orientation.......... Sizing Location............ Latitude ... ...... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range........ ... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2687 sf 26024 cf Front Facing CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY 180 deg (S) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 16669 7877 Glazing Conduction ............... 9942 5549 Glazing Solar .................... n/a 6143 Infiltration ..................... 16456 5408 Internal Gain ................... n/a 2100 Ducts ............................ 4307 2708 Sensible Load .................... 47374 29785 Latent Load.... ................ n/a 5957 Minimum Total Load 47374 35742 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. "�v fike's GREGORY A. -PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (916) 894-5719 Structural Calculations For: 14 0 2-1 AR r Pio. C 31 283 (T)� �•� ' REW z; of c A� ILDING' DE. PARTMPA Soil data • Allowable bearing UBC Classification 1.000 ksf 0 5 Sloped roof - less than 4:12 No 0.000 0.000 Gregory Peitz - Architect • 383 Rio Lindo Avenue n/a Chico, California 95926 ._ n/a Tel. (530) 894-5719 General data Job name Frit2 residence Job No. 01-019 Code used 11997 Uniform Building Code Jurisdiction IButte Count Wind loading Basic wind speed 75 mph Exposure B Design method Normal force method Structure category Enclosed • Seismic Seismic zone Gravity loading 4 Assembly ADDlicable DL LL Reducible LL? Soil data • Allowable bearing UBC Classification 1.000 ksf 0 5 Sloped roof - less than 4:12 No 0.000 0.000 n/a Sloped roof - greater than 4:12 Yes 0.021 0.016 n/a Upper floor No 0.010 0.040 n/a Lower floor Yes 0.010 0.040 n/a Soil data • Allowable bearing UBC Classification 1.000 ksf 0 5 Soil Gregory Peitz- Architect 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Soil data Job name Fritz residgmpe Soil classification: OS Reference table 18-1-A 1997 UBC Soil weight: �Ljl kcf Input data for user defined classification Allowable bearing pressure 0.000 ksf Max., allowable pressure 0.000 ksf Increase for depth 0.000 ksf/ft depth l ' Increase for width 0.000 ksf/ft width Friction coeficient 0.000 Lateral bearing (passive) 0.000 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressure 1.000 ksf Max. allowable pressure 0.000 ksf Increase for depth 0.200 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coefficient 0.000. Lateral bearing (passive) 0.100 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.130 ksf Page 1 • Gregory Peitz - Architect 383 Rio Lindo Avenue Chico, California 95926 ' "Tel. (530) 894-5719 z Design capacity of framing members Job name Fritz residence ' Load duration factor 1.25 I Unless noted, 2x and 4x members are DF#2.6x members are DF#1 Member size Mcap I Vcap I(in"4) 2xx4 iC 0.419 ; 0.416 5.360 U ',Ni 2/)6r"'} rNU, 4s F'71PMS t{ w ii ,1 •i��w i `X 1 n7 7 F' ;S � i/ r{ � c Y ',+:n �. , ..... iu.'ik.)1[�..WnsE% i�LYW.t.�.,� it...m7�':i3'.:..ua.o.ral�al�wFiy S.c:Fw.r'�,i'•1.3�u.ur!:.aae�e��t. u'rfmf>.1 1..u..1 al:.._i_ .,e. ,..dtiht.i°> ... • 2x8 1.438 [ 0.861 47.640 ' ¢.1?N1 r++.°7 �i w+' �h t,}j r ' v1 y> TiLt�r29ztT° lss ani �iknt� 3^ s aka ar 1 > 99:<as tu.� 98 930 ; 2x12 2.884 4 1.336 177.980 t f1 !grL�•Rr Rr Y �zti 2x614 ��"36U0.fi}��1574,Pz'�..}�;. 29075, 44 .0.978 i 0.970 12.510 -t t f .� ycy�.ez HN � + .: � 152;¢ . 8 530 48 3.633 2.009 111.150 DOM, a „��fyy�''''Mr r4 MIS -1111 412 7.403 k 3.118 415.280 1 33k�§"�r��rr3"6717t1��,a a a ans _.._.Z,,.s5s ." 51 �r i r lv 7 7� r X670 70 t 6x6 3.900 2.143 76.260 , q r afj? r Mlfi +hn t t tlr"hhx< ih /'<.nFak eflt f; �. ,, { u ��-n� t�,i�� �> 174 6.60 � � � • S I cx9:.,r.ls£ci.:a;gvl �ua1'uLEu: 1.<Y4wa.Yii, .s.1,�L-..:w..x�.,4.L....00r.. aiful 6x10 11.030 3.604 362.750 ° • f_ �w;•.gx2�, tY 1z :�� w1� 3151�� t� �,�4 383 , �a • X652 590} :� •a.-:a='t��� ln..•�.i3 �.�..s.:y 2�'�'lf .:epi mt.r%... �ai�..u,.nr„�».i,A,��kcC..a�.:.L•.a�Yti�i.... 6x14 22.759 5.163 1066.180 t .naeww+ae's �X,.�la��: ..�'c...wS..3,�itrn.. w�Ssl..a•,.ae °'.2.E,�'�'...+.us..,t L:'r: cyy,.. Ul. r� 3.125x12 18.750 5.156 450.000 ak. a '4- s '� Lx(;�Ai •�, k s t mi r� F i< . ���� 3125x15 28.580 6.445 878.910 M. "9isZ � Q N� s7 X31 Yr, £s4 a,� `,4�;3 4i/0 4, F31}fi1bbn�.t� a x��69'820� , •x„:::u.� S...,ms: 3 tu.., ua..!•..S_,�eau..:t�i.3?��.z. .:5�� . ueu..a.....:..zu..J� 3.125x18 40.329 t 7.735 1518.750 ' ,i° .'. �; irk'G t;•�5,k yKfntji �§,^,`"j� F.rr ,'m,•^ A i 1 g;U � 'bf'�„'�'+ gy 4ig'r..a , �F•d ?rf 5.125x12 30.750 p! 8.456 738.000 "'+� 5.125x15 46.870 i 10.570 s 1441.410 5� X WIN fp°:5 G15 b �t{ � X1918 510 f 351t' i 't` 'A`+':�6t?J .:st ns.'iu'L'i.s�'�t'5,a&Ua..ar..C..teSL•atii�t:.9x^ - 5.125x18 66.140 . , 12.685 2490.750 �'`' ' 5 LOADS 12:12 PM ------------------------------------- --------------------------------- REV 8-13-92 LOAD SUMMARY MODULE ----------- -------------------------------------------------------------- DESCRIPTION >> ------------------------------------------------------------------------ ASSEMBLY >Typical roof rafters SLOPE > , - - - . 4 IN 12 > 18.43 DEGREES NO. DESCRIPTION 15 CONCRETE TILE 23 5/8" PLYWOOD 39 2 X 6 - 24" 62 MISC. UNIT WT. PITCH? ADJ. WT. 9,.50 y 10.01 1..80 y 1.90 1.10 y 1.16 1.00 1.00 ---------------------------------------------------------- " " DL•^-,• - .,.. 14.07• USE:.. -------------- 15.00 PSF LL •' 16.00 PSF ------------------------------------------------------------------------ TL 31.00 PSF ASSEMBLY >Typical ceiling joists SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 38 2 X 6 - 16" 1.70 1.70 62 MISC. 1.00 1.00 84 5/8" GYPSUM BD 2-80 2.80 58 INSULATION .70 .70 ------------------------------------------------------------------------- DL 6.120 USE: 7.00 PSF LL 10.00 PSF ------------------------------------------------------------------------ TL 17.00 PSF LOAD'S 12:14 PM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE ------------------------------------------------------------------------- DESCRIPTION >> ------------------------------------------------------------------------ ASSEMBLY >Plaster lid SLOPE > 0 IN 12 > DEGREES' NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 85 7/8" PLASTER 8.00 8.00 38 ,..2.,.x..6.• 16" 1.70 1.70 62 MISC. 1'.00 1.00 DL 10.70 USE: 11.00 PSF LL 10.00 PSF ----------------------------------------------------------------------- TL 21.00 PSF • �; 77 LOAD—S 1:26 PM -------------------------------------------------------------------_----- REV 8-13-9.2 LOAD SUMMARY MODULE ------------------------------------------------------------------------ DESCRIPTION >> ------------------------ -------------------------------------------------- ASSEMBLY >Overhang with plaster soffit SLOPE > 4 IN 12- > 18.43 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 15 QCONCRETE TILEc= +4 9.50 y 10.01 23 5 [8'" PLYWOOD 1.80 y 1.90 39 2 X 6 - 24" 1.10 y 1.16 35 2 X 4 - 24" .70 .70 62 MISC. 1.00 1.00 85 7/8" PLASTER 8.00 8.00 ------------------------------------------------------------------------ DL � 22.77 USE: •23.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 39.00 PSF t r f r Ln&n�n f -F- F- W W W W W W xxx VI VI Vf 000 f/1 O O r N r- N V aov wdQ= .0 IS Ir-s� war 2xC�-2`f'% Z x G - 1(, 110/c, See p 12- Z)( q "Alc 2Zx8-Zq"Alc "0/c 1 u' MAXSPAN2 12:19 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 3/ 4/01 ,," Description >>Typical roof rafters -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check..stress•es due to concentrated 1•oading.:.. ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .015 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.0-00 inches Total load > .031 ksf Repetitive (Y/N)?> �Y ..Trib14tary,;,r1oad > .062 klf > .000 ---------------------- Concentrated load> ---------- .000 kips > .000 Eq uniform load > .000 klf4 > 1.030 ---------------------------SECTION of allowable PROPERTIES --------------------------- .000 Member thickness >51L 00 inches Member width > (5_._5.00 inches .000 Section modulus > 7.'563 in"3 .000 Area > 8.250 in"2 .000 Moment of inertia > 20.797..in"4 ----------------------------- LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Fv 'Fci- 'Fc'J E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.300 (APPLY TO Fb) Size factor Cf > 1.300 (APPLY TQ Ft) Size factor -Cf > 1.100 (APPLY TO Fc LL) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc1- FcJJ E DFL NO2 ' 1635 748: 119 625 1430 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 11.531 feet Shear > 21.069 feet k�� Total load deflection (L/240) > 10.605 feet 6TL > .530 inches Live load deflection (L/360) > 11.545 feet 6LL > .384 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check..stress•es due to concentrated 1•oading.:.. V uniform DL " > .000 kips V concentrated load > .000 kips V cap of joist > .653 kips <ok> % of allowable > .000 "M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.030 ft -kips <ok> of allowable > .000 ---Deflection--- Uniform DL -.-deflection.. > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 Z MAXSPAN2 12:19 PM ---------------------------------------------7-------------------------- Rev 9-28-93 Wood joists - span capacity 3/ 4/01 ------------------------------------------------------------------------ Description >>Typical roof.rafters Base values Species Grade Fb Ft DFL NO2 ------------LOADING DATA----------- --.------------ GENERAL -DATA ------------ Dead load > .015 ksf Load duration factor > 1.250 Live load > .016 ksf -joist spacing > f6,0 inches Total load"' > .031 ksf -Repetitive (Y/N)?> Y Tributary load > .041 klf „ ----------------------------------- Concentrated load> .000 kip $ 748 Eq uniform load > .000 klf�• Check stresses due to concentrated loading.... ---------------------------SECTION PROPERTIES------•--•------------------- Member'thickhess .000 > 1_500 inches Member width .000 > 5-5 00 inches Section modulus .653 > 7.563 in -3 Area .000 > 8.250 in -2 Moment of inertia .000 > 20.797 in^4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft DFL NO2 875 575 Size factor Cf feet feet > Size factor Cf > Size factor Cf > > Repetitive member factor Cr >', Adjusted values . -------------------------CONCENTRATED LOAD Species Grade Fb Ft DFL NO2 1635 748 --------------- --.-,------------ MAXIMUM Max. span as limited by: Fv FCl FcJJ E 95 625 1300 1600000 1.300 (APPLY TO Fb) 1.300 (APPLY TO Ft) 1.100 (APPLY TO Fc1) 1.150 Fv Fc1- FcJJ E 119 625 1430 1600000 SPANS.-- --------- =--------- =-------- Bending > 14.123 feet Shear Total load.deflection (L/240) > > 31.603 12.140 feet feet 6TL ., ., >, .6"07 inches Live load deflection (L/3.60) > 13.216 feet 6LL > .440 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. > .653 kips <ok> % of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.030 ft -kips <ok> of allowable > .000 ---Deflection--- Uniform DL• �deflectibn > .. .000 , inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 -------------------------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...... MAXSPAN2 V uniform DL 12:20 PM.... --------------------------------------------------------------_---------- Rev 9-28-93 wood joists - span capacity 3/ 4/01 ---------------------------------- -------------------------------------- Description >>Typical roof rafters .000 kips V cap of joist > ------------LOADING DATA --------- =- ------------GENERAL DATA ------------ Dead load > .015 ksf Load duration factor > 1.250 Live load > .016 ksf Joist spacing > 24.000 inches Total load > .031 ksf Repetitive (Y/N)?> Y Tributary load > .062 klf M cap of"'Foist °` " -----------=----------------------- Concentrated load> .000 kip ft.:,�_kips <ok> Eq uniform load > .000 klf .000 ---------------------------SECTION ---Deflection--- PROPERTIES ---------------------------- Member thickness > 1..500 inches Member width > 7.250 inches Section modulus > 13.141 -in-3 Area > 10.875 in -2 Moment of..inertia > 47.635 in^4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values`'." Species Grade Fb Ft Fv Fc1 FcJJ E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.200 (APPLY TO Fb) ...Size factor Cf > 1.200 (APPLY TO' Ft) Size factor Cf'*" > 1.050 (APPLY TO Fc1) Repetitive member factor,.Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fc1- FcJJ E DFL NO2 1509 690 119 625 1365 1600000 ----------....-... ---------- - ••-------MAXIMUM SPANS------------------------------ Max. span as limited by: Bending > 14.604 feet Shear > 27.772 feet << Total load deflection (L/240) > 13.979 feet I�"6 6TL > .699 inches Live load deflection (L/360) > 15.219 feet 6LL > .507 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 > .861 kips <ok> % of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of"'Foist °` " > 1.653 ft.:,�_kips <ok> s of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection. > .000 inches Total load deflection > .000 in. L/ 0 MAXSPAN2 12:20 PM ------------------------------------------------------------------------ Rev 9-28-93 Wood joists - span capacity 3/ 4/01 Description- »Typical roof, rafters » ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .015 ksf Load duration factor >' 1.250 Live load > .016 ksf Joist spacing > 16.000 inches Total load > .•031 ksf Repetitive (Y/N)?> Y Tributary load > .041 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf4 ---------------------------SECTION PROPERTIES--------------------------- Member thickness > x:500 inches Member width > . r.,2-5}0 inches Section modulus > 13.141 in -3 Area > 10.875 n"2 Moment of inertia > 47.635 in"4 LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 Fc11 E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.200 (APPLY TO Fb) Size factor Cf > 1.200 (APPLY TO Ft) Size factor Cf > 1.050 (APPLY TO Fc LL) -Repetitive- member factor.Cr >••- 1.150. Adjusted values Species Grade Fb Ft Fv Fc1 FcJ) E DFL NO2 1509 690 119 625 1365 1600000 -----------------------------MAXIMUM SPANS ------------------------------ Max. span as limited by: Bending > 17.886 feet Shear > 41.658 feet ( Total load deflection (L/240) > 16.002 feet IS�6r� 6TL > .800 inches' Live load deflection (L/360) > 17.421 feet 6LL > .580 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' unif•orm DL ' > .000 kips V concentrated load > .000 kips V cap of joist > .861 kips <ok> OW of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.653 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection >. 000 inches Total load deflection > .000 in. L/'0 c � - I � 1 N (v N N N 0 0 � N V' W 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS I � 1 N . N N 0 0= • N W N 1- 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Z) N �v N 0 0= • N W 1- � li L i i Z) Multi -Loaded Beam( 97 UBC (91 NOS)1 StruCalc 4.06 By: Frank Glazewski, Frank M Glazewski - Architect on: 03-05-2001 Project: 00_019 - Location: RB -1 Summary: __ 3.50 IN x 14.00 IN x 18.16 FT / 2.OE WS_P_arallam - TRUS JOIST -MACMILLAN Section Adequate By: 41.1% Controlling Factor: Moment of Inertia / Depth Required 12.48 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right.$ide): Live Load: ""' ' RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Regd.(Left) : BL1= Bearing Length Regd.fRight): BL2= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Livetoad Deflect. Criteria: ;: U Total Load Deflect. Criteria: U Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: WT= Properties For: 2.OE WS Parallam- TRUS JOIST -MACMILLAN Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 Cf=0.98 Fv`: Fv'= Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= . 9.08 FT From Left Support Shear (0) d fro m.,beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Areq= A= Moment of Inertia: Ireq= 1= 0.38 0.26 0.64 1562 2260 3822 1562 2260 3822 1.68 1.68 18.16 0.0 1.25 360 240 172 237 12 421 .2900 290 2000000 650 3563 .. 363 17.351 3331 58.5 114.3 13.8 49.0 567.2 800.3 IN IN = U829 IN = U339 LB LB LB LB LB LB IN IN FT FT PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI FT -LB LB IN3 IN3 IN2 IN2 1 N4 IN4 iq. Multi -Loaded Beam[ 97 UBC (91 NDS)1 StruCalc 4.06 By: Frank Glazewski, Frank M Glazewski -Architect on: 03-05-2001 Prosect: 00_019 - Location: RB -2 Summary- ummary3.50 3.50IN x 11.875 INx 1.5:25 FT / 2.0E WS Parallam - TRUS JOIST -MACMILLAN Section -Adequate By: 49.6% Controlling Factor: Moment of Inertia / Depth Required 10.38 In Deflections: Dead Load: DLD= 0.30 IN Live Load: LLD= 0.21 IN = U874 Total Load: TLD= 0.51 IN = U359 End Reactlon's(Left"Sid'e): Live Load: RL1= 1281 LB Dead Load: RD1= 1838 LB Total Load: RT1= 3119 LB End Reactions(Right Side): Live Load: RL2= 1281 LB Dead Load: RD2= 1838 LB Total Load: RT2= 3119 LB Bearinq Lenqth Regd.(Left) : BL1= 1.19 IN Bearing Length Regd.(Right): BL2= 1.19 IN Beam Data: Span: L= 15.25 FT Maximum Unbraced Span: Lu= 0.0 FT' Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Uniform Load: Live Load: wL= 168 PLF Dead Load: wD= .231 PLF Beam Self Weight: BSW=. •.• 10 PLF Total Load: - . wT= 409 PLF Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bendinq Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc -perp= 750 PSI Adjusted Properties: Fb' (Tension): Fb'= 3629 PSI Adjustment Factors: Cd=1.25 Cf=1.00 Fv': Fv'= 363 PSI Adiustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 1189.3 FT -LB 7.625 FT From Left Support Shear ((a, d from beam end): V= 2715 LB Comparisons With Required Sections: Section Modulus: Sreq= 39.4 IN3 S= 82.2 IN3 Area: Areq= 11.3 IN2 A= 41.5 IN2 Moment of Inertia: Ireq= 326.5 IN4 1= 488.4 IN4, (S 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS _ � - w W N � W O � N 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS _ � O N � W Multi -Loaded Beamf 97 UBC (91 NDS) ) StruCalc 4.06 By: Frank Glazewski, Frank M'Glazewski - Architect on: 03-05-2001 Proiect: 00 019 - Location: RB -3.1 Summary: . �--- - �3.50 IN x 9.25_IN_x_9.5-F-T—/-2.0E WS Parallam - TRUS JOIST -MACMILLAN Section Adequate By: 107.1% Controlling Factor: Moment of Inertia / Depth Required 7.26 In Deflections: Dead Load: DLD= 0.13 IN Live Load: LLD= 0.10 IN = U1197 Total Load: TLD= 0:23 IN = U497 End Reactions(Left Side): Live Load: RL1= 1140 LB Dead Load: RD1= 1605 LB Total Load: RT1= 2745 LB End Reactions(Right Side): Live Load: RL2= 1140 LB Dead Load: RD2= 1605 LB Total Load: RT2= , 2745 LB Bearing Length Regd.(Left) : BL1= 1.05 IN Bearing Length Regd.(Right): BL2= 1.05 IN Beam Data: Span: L= 9.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.25 'Live Load Def)ect., Criteria: U 360 Total Load Deflect: Crit&ia: .• U 240 Uniform Load: Live Load: wL= 240 PLF Dead Load: WD= 330 PLF Beam Self Weight: BSW= 8 PLF Total Load:. wT= 578 PLF Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI . Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties: Fb' (Tension): -........ Fb'= 3731 PSI Adjustment Factors: Cd=1.25 Cf=1.03 Fv': FV= 363 PSI Adiustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 6519 FT -LB 4.75 FT From Left Support Shear ((a. d from beam end): V= 2299 LB Comparisons With Required Sections: Section Modulus: Sreq= 21.0 IN3 S= 49.9 IN3 Area: Areq= 9.6 IN2 A= 32.3 IN2 Moment of Inertia: Ireq= 111.5 IN4 1= 230.8 IN4 Multi-Loaded Beam[ 97 UBC (91 NDS) ) StruCalc 4.06 By: Frank Glazewski, Frank M Glazewski - Architect on: 03-05-2001 Proiect: 00_019 - Location: RB-3.2 Summary: 3:50-IN`z 9:25 IN-x 9-SFT—/-2:OE WS Parallam - TRUS JOIST-MACMILLAN Section Adequate By_138.-4%—Controlling-Factor: Moment of Inertia / Depth Required 6.92 In Deflections: Dead Load: Load: DLD= 0.12 IN Live Load: LLD= 0.08 IN = U1381 Total Load: TLD= 0.20 1N = U572 End Reactions(Left S.idg). Live Load: RL1= 988 LB: Dead Load: "' RD1= 1396 LB Total Load: RTI = 2384 LB End Reactions(Right Side): Live Load: RL2= 988 LB Dead Load: RD2= 1396 LB " Total Load: RT2= 2384 LB . Bearing Length Regd.(Left) : BL1= 0.91 IN Bearing Length Regd.(Right): BL2= 0.91 IN Beam Data: Span: L= 9.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect':"Criteria: U 360 Total Load Deflect. Criteria: U 240. Uniform Load: Live Load: wL= 208 PLF Dead Load: wD= 286 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT= 502 PLF Properties For: 2.0E WS Parallam- TRUS JOIST-MACMILLAN Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties: Fb' (Tension): Fb'= 3731 PSI . Adjustment Factors-., Cd=1.25 Cf=1.03 Fv': Fv'= 363 PSI Adiustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 5662 FT-LB 4.75 FT From Left Support Shear ((a)- d from beam end): V= 1997 LB Comparisons With Required Sections: Section Modulus: Sreq= 18.3 IN3 S= 49.9 IN3 Area: " Areq= ...41„8:3 IN2 A= 32.3 IN2 Moment of Inertia: Ireq= 96.9 IN4 1= 230.8 IN4 o 22-141 50 SHEETS 227142 100 SHEETS 22-144 200 SHEETS I ZQ V\ N 7 P L ' � N N � O N d ZQ V\ N 7 P L Multi -Loaded Beam( 97 UBC (91 NbS)1 StruCalc 4.06 By: Frank Glazewski, Frank M Glazewski - Architect on: 03-05-2001 Proiect: 00 019 - Location: RB -4 Summary: 3.50 -IN x 14.00 IN x 19.5 FT / 2.0E WS Parallam - TRUS JOIST -MACMILLAN Section-Adequate-By.-88-.9oa Controlling Factor: Moment of Inertia / Depth Required 11.32 In Deflections: Dead Load: DLD= 0.31 IN Live Load: LLD= 0.21 IN = U1129 Total Load::. , ... , TLD= 0.52 IN = U453 End Reactions(Left Side): Live Load: RL1= 995 LB Dead Load: RD1= 1481 LB . Total Load: RT1= 2476 LB End Reactions(Right Side): Live Load: RL2= 995 LB Dead Load: RD2= 1481 LB Total Load: RT2= 2476 LB Bearinq Lenqth Regd.(Left) : BL1= 1.09 IN Bearing Length Regd.(Right): •-�� ..� •• BL2= ..09 1 "' IN Beam Data: Span: L= 19.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: • • wL= 102 PLF Dead Load: wD= 140 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT= 254 PLF Properties For: 2.0E WS.Parallam- TRUS JOIST -MACMILLAN Bendinq Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_fierp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 3563 PSI Adjustment Factors: Cd=1.25 Cf=0.98 Fv': FV= 363 PSI Adiustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 12069 FT -LB 9.75 FT From Left Support Shear (0. d from beam end): V= 2179 LB Comparisons With Required Sections: Section Modulus: Sreq= 40.7 IN3 S= 114.3 IN3 Area: Areq= 9.1 IN2 A= 49.0 IN2 Moment of Inertia: Ireq= 423.7 IN4 1= 800.3 IN4 TO 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS W lk ,} t u � O N lk N' N Multi -Loaded Beam[ 97 UBC (91 NOS) ) StruCalc 4.06 By: Frank Glazewski, Frank M Glazewski - Architect on: 03-05-2001 Prosect: 00 019 -Location: RB -6 Summary: z 16 00'1N-x-24.0-F-T�/ 290E WS Parallam - TRUS JOIST -MACMILLAN �3-50'IN S.action-Adequate•By:34:0%-Gonttolling Factor: Moment of Inertia / Depth Required 14.51 In Deflections: Dead Load: DLD= 0.55 IN Live Load: LLD= 0.35 IN = U823 Total Load: TLD= 0.90 IN = U322 End Reactions(Left Side): . Live Load:„• RL1= 1344 LB Dead Load: RD1= 2095 LB Total Load: RT1= 3439 LB End Reactions(Right Side): Live Load: RL2= 1344 LB Dead Load: RD2= 2095 LB Total Load: RT2= 3439 LB Bearing Lerlglh.Regd:(Left) : BL1= 1.51 IN Bearing Lengtth Regd. Right): ' S BL2= 1.51 IN Beam Data: Span: L= 24.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 360 ” Total Load Deflect. Criteria: f U 240 Uniform Load: Live Load: wL= 112 PLF Dead Load: wD= 161 PLF Beam Self Weight: BSW= 14 PLF Total Load: WT= 287 PLF Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN Bendinq Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 650 PSI - Adjusted Properties: Fb' (Tension): Fb'= 3511 PSI Adjustment Factors: Cd=1.25 Cf=0.97 Fv': Fv'= 363 PSI Adiustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 20636 FT -LB 12.0 FT From Left Support Shear (0, d from beam end): V= 3057 LB .Comparisons With Required Sections: Section Modulus: • Sreq= 70.6 IN3 S= 149.3 IN3 Area: Areq= 12.7 IN2 A= 56.0 IN2 Moment of Inertia: Ireq= 891.5 IN4 1= 1194.6 IN4 ' Multi-Loaded Beam( 97 Uniform Buildinq Code (91 NDS)1 Ver: 5.03 ' By: Frank Glazewski , Frank M Glazewski - Architect on: 03-12-2001 : 4:03:14 PM Prosect: 01-019 - Location: RB-7 RB-8 Summary: 3.5 IN x 11.875 IN x 23.75 F-T-(7.3-+ 1.6.5_)_/ 2.0E Parallam, - Trus. Joist-MacMillan , � Section Adequate-By: 110:0% Controlling Factor: Section Modulus / Depth Required 8.58 In Center Span Deflections: Dead Load: DLD-Center= -0.02 IN Live Load: LLD-Center= -0.02 IN = U4774 Total Load: TLD-Center= -0.04 IN = U2345 Right Span Deflections: Dead Load: DLD-Riqht= 0.20 IN Live Load:LLD-Right= ' 0.11 IN = U1780 Total Load: TLD-Right= 0.31 IN = U636 Center Span Left End Reactions (Support A): - t'is Live Load: V;'•o LL-Rxn-A= 643 LB Dead Load:DL-Rxn-A= 178 LB Total Load: UQ/��i « TL-Rxn-A= mai .821 LB Note:Desion For Uplift Loads VeS�'h2� Rxn-A-min= -302 LB Bearing Lengtp,Required (Beam.only, Support capacity not checked): BL-A= 0.31 IN Center Span Right End React►ohs.(Support B): Live Load: ' LL-Rxn-B= 2677 LB Dead Load: DL-Rxn-B= 4264 LB Total Load: TL-Rxn-B= 6942 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 2.64 IN Right End Reactions (Support C): Live Load: LL-Rxn-C= 340 LB Dead Load: DL-Rxn-C= 1128 LB Total Load: TL-Rxn-C= 1468 LB Bearing Length Required (Beam only, Support capacity not checked): BL-C= 0.56: IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Center Span Length: L2= 7.25 FT Center Span Unbraced Length-Top-of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 7.25 FT Right Span Length: L3= 16.5 FT Right Span Unbraced Lenqth-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Lenqth-Bottom of Beam: Lu3-Bottom= 16.5 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 192 PLF Dead Load: wD-2= 264 PLF Beam Self Weight: BSW= 13 PLF Total Load: wT-2= 469_ PLF Right Span Loading: ' Uniform Load: Live Load: wL-3= 0 PLF Dead Load: wD-3= 0 PLF Beam Self Weight: BSW= 13 PLF Total Load: '' wT-3= 13 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-3= 192 PLF Left Dead Load: TRD-Left-1-3= 264 PLF Right.Live.,I qgd: __ TRL-Riqht-1-3= 192 PLF Right bead Load: TRD-Right-1'-3= .••1;14264 PLF Load Start: A-1-3= 0.0 FT Load End: B-1-3= 9.5 FT Load Length: C-1-3= 9.5 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-3= 0 PLF Left Dead Load: TRD-Left-2-3= 120 PLF Right Live Load: TRL-Riqht-2-3= 0 PLF Right Dead Load: TRD-Right-2-3= 120 PLF Load Start: A-2-3= 9.5 FT Load End: B-2-3= 16.5 FT Load Length: C-2-3= 7.0 FT.. Properties For: 2.0E Parallam- Trus Joist-MacMillan Bending Stress: Fb= 2900 PSI Sh.qar Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 ..PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb' (Compression Face in Tension): Fb'= ' 2887 PSI Adjustment Factors: Cd=1.25 CI=0.80 Cf=1.00 ' Page: 2 - ' Multi -Loaded Beam[ 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Frank Glazewski , Frank M Glazewski - Architect on: 03-12-2001 : 4:03:15 PM Project: 01-019 - Location: RB -7 RB -8 Fv': FV= 363 PSI Adiustffi'6 tt f;3ctors: Cd=1.25 Design Requirements: Controllinq Moment: M= -9427 FT -LB Over left support of span 3 (Right Span) Critical moment created by combining all dead loads and live loads on span(s) 2, 3 Maximum Shear: V= 3942 LB At left support of, span 3 (Right Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 39.2 IN3 S= 82.2 IN3 Area (Shear): Areq= 16.4 IN2 A= 41.5 IN2 Moment of Inertia.{Deflection): Ireq= 184.2 IN4 1= 488.4 IN4 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Multi -Loaded Beam[ 97 UBC (91 NCS) ) StruCalc 4.06 By: Frank Glazewski, Frank M Glazewski - Architect on: 03-0: Project: 00_019 - Location: RB -8 'Summary.- 3.50 Summary.3.50 IN x 11.875 IN x 12:0 FT / 2.0E WS Parallam - TRU$ JOIST -MACMILLAN Section Adequate By: 486.7% Controlling Factor: Moment of Inertia /'Depth Re Deflections: Dead Load: Live Load: Total Load: End Reactions(Left Side): Live Load: Dead Load: Total Loadr,,,, End Reactions(Right Side): Live Load: Dead Load: Total Load: Bearinq Lenqth Regd.(Left).: Bearing Length Regd.(Right): Beam Data: Span: Maximum Unbraced Span: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Properties For: 2.0E WS Parallam- TRUS JOIST-MACMIL N Bendinq Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.25 Cf=1. 0 Fv': Adjustment Factors: Cd=1.25 Design Requirements: Maximum Moment: 6.0 FT From Left Support Shear (Cad d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: LLD= TLD= RL1= RD1= RT1= RL2= RD2= RT2= BL1= BL2= L= Lu= Cd= U U wL= wD= BSW= wT= Fb= Fb E_ Fc_perp= Fb'= Fv'= M= V= Sreq= S= Areq= A= Ireq= 1= In 0.04 IN 0.06 IN = U2512 0.10 IN = U1408 720 LB 565 LB 1285 LB 720 LB 565 LB 1285 LB 0.49 IN 0.49 IN 12.0 FT 0.0 FT 1.25 360 240 120 PLF 84 PLF 10 --PLF 214 PLF 2900 PSI 290 PSI 2000000 PSI 750 PSI 3629 PSI 363 PSI 3854 FT -LB 1073 LB 12.8 IN3 82.2 IN3 4.5 IN2 41.5 IN2 83.3 IN4 488.4 IN4 Z5, 4 7z -73 C�) g 2z TO - - sf, -71 Im F9 it � Cis T, N o T� � ?Zl 4 SI T� � 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS • + o O O -4- Multi -Loaded Beam( 97 UBC (91 NDS) ) StruCalc 4.06 By: Frank Glazewski, Frank M Glazewski - Architect on: 03-05-2001 Proiect: 00 019 - Location: H-1 Summary.: 13.50 IN•x 11..8.7 -5 -IN x 10.0 FT / 2.0E WS Parallam - TRUS JOIST -MACMILLAN Section Adequate By: 3538% Controlling Factor: Section Modulus / Depth Required 6.96 In Deflections: Dead Load: DLD= 0.06 Live Load: LLD= 0.04 Total Load: TLD= 0.10 End Reactions(Left Side): Live Load: RL1= 667 Dead Load: RD1= 1261 Total Load: RT1= 1927 End Reactions(Right Side): Live Load: RL2= 933 Dead Load: RD2= 1511 Total Load: RT2= 2444 Bearinq Lenqth Regd.(Left) : BL1= , 0.85 Bearing Length Regd.(Right): BL2= 1.07 Beam Data: Span: L= 10.0 Maximum Unbraced Span: Lu= 0.0 Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 360 • Total Load Deflect. Criteria: U 240 Uniform Load: ... Live Load: wL= 80 Dead Load: wD= 192 Beam Self Weight: BSW= 10 Total Load: wT= 282 Triangular Load (Max: @ Right):q Live Load: wL TR= 160 Dead Load: ` WD TR= 150 Total Load: wT_TR= 310 Properties For: 2.0E WS Parallam- TRUS JOIST -MACMILLAN , Bendinq Stress: Fb= 2900 Shear Stress: Fv= 290 Modulus of Elasticitv: E= 2000000 Stress Perpendicular to Grain: Fc_perp= 650 Adjusted Properties: Fb' (Tension): Fb'= 3629 Adjustment Factors: Cd=1.25 Cf=1.00 Fv': FV= 363 Adiustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 5483 5.293 FT From Left Support Shear (A. d from beam end): V= 1873 Comparisons With Required Sections: Section Modulus: Sreq= 18.2 S= 82.2 Area: Areq= 7.8 „rr A= 41.5 Moment of Inertia: Ireq= 98.4 1= 488.4 IN IN = U3255 IN = U1192 LB LB LB LB LB LB IN IN FT FT PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI FT -LB LB IN3 IN3 IN2 IN2 I N4 IN4 V- 4n Ln ul Y W W W W W xxx V)ino 000 N O O H C4 N N M 1`/NN 0 gg i 01) M 0-2-) q (13 016 s'_ lo Ll Ll Ction1 �ohtv�iF.�� w/s�u� LL) SQ -Q— to - )o 0.14 IN 0.06 IN = U2894 0.20 IN = U819 210 LB 680 LB 890 LB 210 LB 680 LB 890 LB 0.41 IN 0.41 IN 13.5 FT 0.0 FT 1.25 360 240 0 49 10 59 Live.Load:.,.,,P- Multi -Loaded Beam[ 97 UBC (91 NDS)1 StruCalc 4.06 By: Frank Glazewski, Frank M Glazewski - Architect on: 03-05-2001 Proiect: 00_019 - Locatlon: CB -1 PD1= Summary:_ Total Load: 3.50 IN x 11.25 IN x 13.5 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate_B.y: 1_4.0%—Controlling Factor: Section Modulus / Depth Required 10.54 In Deflections: Properties For: #2- DOUGLAS FIR -LARCH Dead Load: DLD= Live Load: LLD= Total Load: ""' TLD= End Reactions(Left Side): 95 Live Load: RL1= Dead Load: RDI= Total Load: RT1= End Reactions(Right Side): Comparisons With Required Sections: Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearinq Lenqth Regd.(Left) : BL1= Bearing Length Regd.�Right): BL2= Beam Data: Area:. Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factory Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Concentrated Load P1: 0.14 IN 0.06 IN = U2894 0.20 IN = U819 210 LB 680 LB 890 LB 210 LB 680 LB 890 LB 0.41 IN 0.41 IN 13.5 FT 0.0 FT 1.25 360 240 0 49 10 59 Live.Load:.,.,,P- PL1= 420 Dead Load: PD1= X570 Total Load: PT1= 990 Location: X1= 6.75 Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= 875 Shear Stress: Fv= 95 Modulus of Elasticity: E= 1600000 Stress Perpendicular to Grain: Fc_perp= 625 Adjusted Properties: Comparisons With Required Sections: Fb' (Tension): Fb'= 866 PLF PLF PLF PLF LB LB LB FT PSI PSI PSI PSI PSI Adjustment Factors: Cd=0:90 Cf=1.10 FV: Fv'= 86 PSI Adiustment Factors: Cd=0:90 Design Requirements: Maximum Moment: M= 4676 FT -LB 6.75 FT From Left Support Shear (0) d from beam end): V= 625 LB Comparisons With Required Sections: Section Modulus: Sreq= 64.8 'IN3 S= 73.8 IN3, Area:. Areq= 11.0 IN2 A= 39.3 IN2 Moment of Inertia: Ireq= 121.8 IN4 1= 415.2 IN4 zi Multi -Loaded Beam( 97 UBC (91 NDS)1 StruCalc 4.06 By: Frank Glazewski, Frank M Glazewski - Architect on: 03-05-2001 Proiect: 00 019 - Location: CB -2 Summary: 3.50 IN x 9.25 IN x 13.5 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 88.9% Controlling Factor: Section Modulus ! Depth Required 6.73 In Deflections: Dead Load: DLD= Live Load::- ..... LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load:_ RT2= Beaiinq Lenq`fh Regd.(Left) : BL1= Bearing Length Regd.(Right): BL2= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: wT= Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= ..., Adjustment Factors: Cd=1.25 Cf=1.20 Fv': FV= Adiustment Factors: Cd=1.25 Design Requirements: Maximum Moment: M= 6.75 FT From Left Support Shear ((a-)- d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Areq= A= Moment of Inertia: Ireq= 1= 0.12 0.14 0.26 473 384 856 473 384 856 .,.x,39 0.39 13.5 0.0 1.25 360 240 70 49 8 127 ..875 95 1600000 625 1313 119 2890 .759 26.5 49.9 9.6 32.3 87.8 230.8 IN IN = L/1144 IN = U631 LB LB LB LB LB LB IN IN FT FT PLF PLF PLF PLF PSI PSI 'PSI PSI PSI PSI FT -LB LB IN3 IN3 IN2 IN2 I N4 IN4 MA 22.141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS -o w �:ma gyp; _LA n Z,: 4- r N -o w r N y Multi -Loaded Beam[ 97 UBC (91 NDS) ) StruCalc 4.06 ., • By: frank Glazewski, Frank M Glazewski - Architect on: 03-05-2001 Project: 00 019 - Location: CB -3 • IN Summary: � •• _ 3 50 IN x 11.25 IN x 15.83 FT / #2? DOUGLAS FIR -LARCH - Dry Use IN = U476 Section -Adequate By 14-6% Controlling Factor: Section Modulus / Depth Required 10.51 In Deflections: LB Dead Load: DLD= Live Load: LLD= Total Load: TLD= End Reactions(Left Side): Live Load: RL1= Dead Load: RD1= Total Load: RT1= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Regd.(Left) : BL1= Bearing Length Regd.SRight): �j BL2= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Uniform Load: Live Load: wL= Dead Load: wD= • Beam Self Weight: BSW= Total. Load'....•.•, ,.• wT= 'Concentrated Load P1: Live Load: PL1= Dead Load: PD1= Total Load: PT1= Location: X1= Concentrated Load P,2:. Live Load: PL2= Dead Load: PD2= Total Load: PT2=' Location: X2= Concentrated Load P3: Live Load: PL3= Dead Load: PD3= Total Load: PT3= Location: X3= Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd=1.25 Cf=1.10 FV: Fv'= Adjustment Factors: Cd=1.25 .Design Requirements: Maximum Moment:M= 5.001 FT From Left'Support Shear ((a-,) d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= Area: Moment of Inertia: S= Areq= A= Ireq= 1= 0.25 • IN 0.15 IN = U1296 0.40 IN = U476 596 LB 1278 LB 1874 LB 599 LB 795 LB 1395 LB 0.86 IN 0.64 IN 15.83 FT 0.0 FT 1.25 360 240 0 PLF 10 PLF 10 PLF 20 PLF 210 LB 680 LB 890 LB 2.0 FT 512 LB 700 LB 1212 LB 5.0 FT 473 LB 384 LB 857 LB 13.75 FT 875 PSI 95 PSI 1600000 PSI 625 PSI 1203 PSI 119 PSI 6456 FT -LB 1856 LB 64.4 IN3 73.8 IN3 23.5 IN2 39.3 IN2 209.3 IN4 415.2 IN4 1� i 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Ln m W k i 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Ln m W Multi -Loaded Beam[ 97 UBC (91 NDS) 1 StruCalc 4.06 By: Frank Glazewski, Frank M.Glazewski - Architect on: 03-05-2001 Proiect: 00019'- Location' CB -4 • .,.. Summary:, -------------- ummary:3:50°IN x 9.25 IN x 15.83 FT / #22F --DOUGLAS FIR -LARCH - Dry Use 3.50° IN Section Adequate -By: 133:2%Controlling Factor: Section Modulus / Depth Required 6.86 In Deflections: Dead Load:. DLD= 0.22 IN Live Load: " LLD= 0.10 IN = U1882 Total Load: TLD= 0.32 IN = U587 End Reactions(Left Side): Live Load: RLI= 246 LB. Dead Load: RD1= 786 LB Total Load: RT1= 1032 LB End Reactions(Right Side)..., Live Load: RL2= 437 LB Dead Load: RD2= 561 LB Total Load: RT2= 998 LB Bearinq Length Regd.(Left) : BL1= 0.47 IN Bearing Length Regd.SRight): +1 BL2= 0.46 IN Beam Data: Span: L= 15.83 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Duration Factor: Cd= 1.25 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform Load: Live Load: wL= 0 PLF Dead Load: wD= 10 PLF , Beam Self Weight' "" BSW= 8 PLF Total Load: WT= 18 PLF Concentrated Load P1: Live Load: PL1= 210 LB Dead Load: PD1= 680 LB Total Load: PT1= 890 LB Location: X1= 2.0 FT Concentrated Load P2: Live Load: PL2= 473 LB Dead- Loads «- PD2= 38.4 LB Total Load: PT2= '857 LB Location: X2= 13.75 FT Properties For: #2- DOUGLAS FIR -LARCH Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1313 PSI Adjustment Factors: Cd=1.25 Cf=1.20 Fv': Fv'= 119 PSI Adiustment Factors: Cd=1.25 "" Design Requirements: ' Maximum Moment: M= 2341 FT -LB 7.924 FT From Left Support Shear (0) d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= . Area: Moment of Inertia: S= Areq A= I req= 1= 772 21.5 • 49.9 9.8 32.3 94.4 230.8 .LB IN3 IN3 IN2 IN2 I N4 IN4 34 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS A-1 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 34 CONC RW 12:46 AM -----------------------------------='=----------------------------------- Rev 10-12-98 Concrete retaining wall 3/ 6/01 Description >>Perimeter stemwall GENERAL DATA ------------------------ Wall type > 2 1 =>:Supported 2 => Cantilevered Lateral load type> 2 1 => Wind/earthquake 2 => Soil pressure Backfill slope > 0. Horizontal 0 Vertical Soil weight > .110 kcf ------------------------------s1-LOADING------------------------ Wdl minimum > .000 kips/ft wall Wdl + Wll maximum > .791 kips/ft Equivalent fluid pressure > .030 kcf Sloping backfill surcharge > .000 kcf t Actual d Total EFP > .030 kcf to Surcharge Distance Surcharge 6.000 P Comment to wall height 2 .000 .000 3.000 .000 feet 000 Input surcharge height > .000 feet .000 Uniform lateral load > .000 ksf Seismic/wind w lateral at top of wall > .000 k/ft b*d^2 w. -lateral•.,,a.t.. bottom• of wall >„ .075 k/ft Mn w lateral at 'bottom of footing .•. > .090 k/ft 108.000 -----------------------ALLOWABLE-DESIGN STRESSES ------------------------ .133 ***Soil*** .020 2 Class of materials, > 5 .000 1.700 Input Allowable passive (vert.), > 1.000 ksf 2.500 Allowable passive (horiz.)> .100 ksf/ft depth .300 Lateral sliding coeff. > .000 .000 .350 --- Concrete --- f'c > 2.500 ksi fy > 40.000 ksi Es > 29000000psi m > 18.824 -------------------------------WALL DATA -------------------------------- Cantilevered wall may use varying thickness segments Segment wdl Actual t Actual d Max. d 1 _ ..000,.,, to 2.500 .188 6.000 3.000 3.500 2 .000 to .000 .00.0 000 .000 .000 3 .000 to .000 .000 .000 .000 .000 Segment b*d^2 M Factor Mu Mn As 1 108.000 .078 1.700 .133 .148 .020 2 .000 .000 1.700 .000 .000 .000 3:. 00.0 1.700 .000 .000 .000 r: .000 . .. ..� . of P'' •; � � ... ,..:.Y1�� '""----------------- WALL REINFORCING ------------------- Segment 1 Horiz. As min. > .180 in^2 Vert. As min. > .108 in^2 Calculated As > .020 in -2 Vertical Horizontal #4 at 18 in. o.c. #4 at 13 in. o.c. #5 at 18 in. o.c. #5 at 18 in. O.C. #6 at 18 in. o.c. #6 at 18 in. o.c. #7 at 18 in. o.c. #7 at 18 in. o.c. #8 at 18 in. o.c. #8 at 18 in. o.c.. Segment 2 Horiz. As min. > .000 in^2 Vert. As min. > .000 in^2) Calculated As > .000 in '2 Vertical Horizontal #4. at..."'..' 0" . ,.in'. o.c. #4..at 0 -in. o.c. .#5 at 0 in. o.c. #5 at. '0 in—o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at� 0 in. o.c. #8 at 0 in. o.c. #8 at 0 in.-o.c. Segment 3 ,; '" Horiz. As min. > .000 in^2 Vert. As min'. > .000 in^2 Calculated As > .000 in -2 Vertical Horizontal #4 at """" 0 in. "o. c. #4 at 0 in. o.c. #5 at 0 in. o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #7 at .0 in. o.c. #8 at 0 in. o.c. #8 at 0 in. o.c. . .. ..� . of P'' •; � � ... ,..:.Y1�� = ------ --------------FOOTING DATA - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - Toe length > .500. feet Safety factor > 2.940 Heel length > .500 feet Soil pressure > .996 Minimum footing length > .000 feet Actual footing length (L) > 1.500 feet 'Footing depth > 6.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > y Overturning moment (OTM) > 0135, ft -kips W Arm Moment ----------------------------- ------------------------------------------------ Wdl min. 000 kips .750 feet .000 ft -kips Wdl+Wll .791 kips .750 feet .593 ft -kips Segment 1 .188 kips .750 feet .141 ft -kips Segment 2 .000 kips .750 feet .000 ft -kips Segment 3 .000 kips .750 feet .000 ft -kips Soil .138 kips 1.250 feet .172 ft -kips Ftg .113 kips .750 feet .084 ft -kips ------------------------------------------------------------------------ EWdl min> .438 kips Mdl min> .397 ft -kips EWdl+Wll> 1.229 kips EMdl+Mll> .990 ft -kips Check safety -factor against overturning: EMdl min./OTM > 2.940 > 1.5' <OK> Eccentricity (e) > .054 feet <A/2-(EM-OTM/EW)> L/6 > .250 feet L' > 2.088 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > .996 ksf <EWtl/A + 6*Wtl*e/A"2> Minimum•soil pressure -. > .642 ksf Mbase > .069 -ft-kips/ft -------=-------------------- HEEL/TOE DESIGN ----------------------------- Heel design Reinforcing ------------------------------------ Heel length > .500 feet ----------------------------------- #4 at 48 in. o.c. M > .034 ft -kips #5 at 48 in. o.c. d > 8.000 inches #6 at 48 in. o.c. As min. > .003 in"2 #7 at 48 in.. o.c. #8 at 48 in: o.c. -----------------------------------=------------------------------------ Toe design Reinforcing Toe length .500 feet #4 at 48 in. o.c. _> Max soil pressure> .996 ksf #5 at 48 in. o.c.. At face of wall > .757 ksf #6 at 48- --in. o.c. M max. > .115 ft -kips #7 at 48 in. o.c. d > 8.000 inches #8 at 48 in. o.c. As min. > .011 in -2 -------------------LONGITUDINAL FOOTING REINFORCEMENT -------------------- As required = Area * .002 As min. I > .216 in -2 2 #4 bars 1 #5 bars 1 #6 bars 1 #7 bars 1 #8 'bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .000 •k•ips/ft Rb > .135 kips/ft Calculate Wdl * friction coefficient: Lateral sliding resistance > .000 kips/ft For class 5 soils: Lateral sliding resistance> .130 .195 kips/ft Allowable lateral passive pressure > .100 Consider footing for passive resistance? y Lateral ..,pq„ssive pressure., provided >... .013 kips/ft Net resistance `provided 41 by footing only > .208 kips/ft Concrete slab at base of wall ? > n Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .,.0.00 kips/ft -----------------------------------7------------------ Total resistance > .208. kips/ft Factor of safety `> 1.537 <OK> ksf/ft depth <Footing only> <Footing only> Shear key must provide additional > -.005 kips lateral resistance Calculate equivalent depth of key based on overburden.. - Bearing pressure (p) / soil weight Equivalent depth of shear key > 2.652 feet <Maximum 151> Allowable passive pressure > .265 ksf <at base of key> Allowable passive pressure > .265 ksf <at bottom of key> Shear key required depth ..•> .000 inches Shear key moment > .000 ft -kips Shear key thickness > 8.000 inches d > 4.000 inches As min. > .000 in^2 #4 at 0 in..o.c. #5 at 0 in. o.c. #6 at 0 in. o.c. #7 at 0 in. o.c. #8 at 0 in. o.c. ------------------------------------------------------------------------ 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 43 qq Gregory Peitz - Architect 0.0117. All structures 0.0132 383 Rio Lindo Avenue Inward Partially enclosed structures'+6C 7� g. Chico, California 95926 5f}C ROOF Outward Tel. (530) 894-5719 0.0155 0.0167 0.0176 0.0195 Outward '0.0117 Wind design values - Uniform Building Code - Table 16-H 0.0136 0.0143 Job name Fritz residence ' Exposure B Partially enclosed structures Importance factor 1.00 Basic wind speed " ' 7'. '75.00... mpt qs 14.50 psf 0.0177 Roof pitch . 4.00 in 12 angle 18.43 degrees Slope 2:12 to 7:1277`�F60,k t.,:i c 3td;CP�t 0.0144 d 0.0167 0.0176' PRIMARY FRAMES AND SYSTEMS Outward Slope 2:12 to 7:12 ;r , aO SOS 0.0072 �' 0.0153 0.0078 0.0165-- Direction 0.0088 0.0097 0.0207 � Ht. <0'-155 <205 <255 <305 <405 Ce 0.62 0.67 0:72 0.76 0.84 gn�Ix r WALLS Windward walls Or80y, 0.0072 0.0078 0.0084 0.0088 0.0097 Inward � .�q` lips 0 �>7� Leeward walls00.0045 0.0049 0.0052 0.0055 0.0061 Outward Total wall 0.0117 0.0126 0.0136 0.0143 0.0158 ROOF Wind perpendicular to ridge: Leeward or flat roofu7Q> 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: Slope 2:12 to less than 9:12 Q p '; 0.0081 0.0087 0.0094 0.0099 0A110 Outward Slope 2:12 to less than 9:12 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward Roof total 0.0090 0.0095 0.0104 0.0110 0.0122 Wind parallel to ridge arid flat roofs 0 0.0063 0.0068 4 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS 0.0117. All structures 0.0132 Enclosed and unenclosed structures Inward Partially enclosed structures'+6C 7� g. Parapet walls r 5f}C ROOF Outward 0.0108 0.0117. 0.0125 0.0132 0.0146 Inward 0.0108 0.0117 0.0125 0.0132 0.0146 Outward 0.0144 0.0155 0.0167 0.0176 0.0195 Outward '0.0117 0.0126 0.0136 0.0143 •0.0158 Odtfin =_ Enclosed and unenclosed structures. Slope < 7:12 6riw. { '3U 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12 0.0117 0.0126 0.0136 0.0143 0.0158 Outlin Slope >12:12 Use wall values . Partially enclosed structures Slope < 2:12 170°' 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:1277`�F60,k t.,:i c 3td;CP�t 0.0144 0.0155 0.0167 0.0176' 0.0195 Outward Slope 2:12 to 7:12 ;r , aO SOS 0.0072 �' 0.0153 0.0078 0.0165-- 0.0084 0.0177 0.0088 0.0097 0.0207 � Inward • Outfin Slope > 7:12 -to 12:12 Ft97,a0 10.0187 Slope >12:12 Use wall values f ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall comers,,�,: �'0, 0.0135 0.0146 0.0157 0.0165 0.0183 Outward 0.0108 0.0117 0.0125- 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 3Qs 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 21?Ur.' 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to 12:12 0.0144 0.01615 0.0167 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. t U§72e 0.0252 0.0272 0.0292 0.0309 0.0341 Upward ql� Gregory Peitz - Architect 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Seismic factors for structures -1997 UBC Job name Fritz residence Static lateral force procedure per UBC 1630: Seismic zone 3 Z = 0.300 Importance factor 1.000 d System description: (Table 16-N) 1a. Wood structural panel walls... R .. 5.500. Numerical coefficient no 2.800 Seismic'force overstrength factor hn 15.000 feet Input C, from table 16-R: Input Nv from table 16-V: Cv 0.540 Nv 1.00 Input Ca from table 16-Q: Ca 0.360 Calculate numerical coefficient CT: Building frame system: wood framed and all other buildings w CT 0.000976 For all structures, the value T may be approximated from the following formula: T = CT (h,)-"4 0.0074 sec. (30-8) The total design base shear shall be determined per UBC 1630.2: V=[(C,,*1)1(R*T)]x.W= 13.20 W (30-4) The total design base shear need not exceed the following: V=(2.5*Ca*I)IR x W = 0.164 W (30-5) The total design base shear shall not be less than the following: . V=0.11 * Ca * I x W = 0.040 W (30-6) For seismic zone 4, the total base shear shall also be not less than the following: V=(0.8xZxNvxl)IR (W)= 0.044 W Applying load combinations per UBC 1612.3.1: ( E 11.4 ) 0.164/1.4 = "p;177 71N;}aa;<f Design factor for structure As per UBC 1630, seismic factor may be further modified by Red undancylreliability factor. R q-� n�22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS z 1 0 . 9- z t-, % .rte-. z:; 7- �♦ C_- t �1 -D c N + + r n S 10 Z S o o C c t F N L N- �\ � o S O � r0 o L.- j S 1� U -41 S o. O 0 l� .rte-. 22-141 50 SHEETS 22-142 100 SHEETS 221-144 200 SHEETS 7z � � 7r O 22-141 50 SHEETS 22-142 100 SHEETS 221-144 200 SHEETS 4.) -4 n CD 7r 4.) -4 n CD 22.141 50 SHEETS nMPVXD 22-142 100 SHEETS 22-144 200 SHEETS 1-3 to co � +� o 3 o � s � N t � w ?c 1 �. A co 1-3 d�22-141 50 SHEETS 1 22-142 100 SHEETS 22-144 200 SHEETS FQ � � o �,,, S ^ w -�-� �- cry ¢- U1 � a� �,,► � s 0 � _ � N N _ + +. + ,- 4.1 -tj y.! tl ` I w e � Iw o� :i. 0 22-141 SO SHEETS PAD 22-142 100 SHEETS 22-144 200 SHEETS � + tN rt �1 ,� •, „ „ s w r l l N3 W O n 6N 11 w CA 4- O O p o CI o G IK L I 0, N N . p Q o Lf CJ LJ Q G� �T V\) W W 'n i' 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 2— (U � - rn CA ^ % CJ S9 - �� acv\ v _I N G Y 22.141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 713 � AON W N co F 9 o N -C' 41, N 0 „ � o W � OU � 6” -o 0 N r - 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS S� Q n TV pw � C 0� L 1 o p A n O � m O c 1 N R W 1 co S TV- 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS S� Q 1. TV � � � C L �1 p S� Q 1. S o � � � 0 S �1 p n O ss�.. Gregory Peitz - Architect 383 Rio Lindo Avenue Chico, California 95926 " Tel. (530) 894-5719 Shearwall schedule 1997 Uniform Building Code Job name Fritz residence Mark Description HF DF 1 318" cdx plywood with 8d nails at 6",12" o.c. 0.216 0.260 2 318" cdx plywood with 8d nails at 4",12" o.c. , 0.315 0.380 3 318" cdx plywood with 8d nails at 3",12" o.c. , 0.403 0.490 4 112" cdx'plywood with 10d nails at 6",12" o.c. 0.254 0.310 5 112" cdx plywood with 10d nails at 4",12" o.c. , 0.377 0.460 6 112" cdx plywood with 10d nails at 3",12" o.c. , 0.492 0.600 7 518" T-1-11 plywood nailed with 8d nails at 6",12" o.c. 0.131 0.160 8 518" T-1-11 plywood nailed with 8d nails at 4",12" o.c. 0.197 0.240 9 518" T-1-11 plywood nailed with 8d nails at 3",12" o.c. 0.254 0.310 10 112" gypsum board nailed with 5d nails at 7" o.c. max. 11 518" gypsum, board nailed with 6d nails at 7" o.c. max. Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear- does not exceed 600pIf,-„a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed, for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3116-inch.plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. Sb Wall line analysis' " Gregory Peitz - Architect Date 3/4/01 383 Rio Lindo Avenue.. Chico,_California 95926„ Tel. (530) 894-5719 Description JlFritz residence. Level IMain I Line 0 P lateral 6.610 kips Total wall length :....21.000 feet Wall framing species HF Shearwall Side 1 3/8" cd)( plywood with 8d nails at 3", 12" o.c. Side 2 FNone Shearwall v 0.315 kips/ft Okl If user -defined SW used; Description Mark v cap 3 0.402 kipslft 13 0.000 kips/ft v allow 0.402 kips/ft V allow 0.000 kips/ft bill namnq LjApplicable? _ Pagel 0.134 = 0.426 feet 16d sinker good for psWleacgh 0.315 L0tut,.e.1csn3..4o bc ffakti �� dl..aL„i�',1 Y `ee..,1"•G11:.d9:L£Ji IF".� Anchor bolts Q Applicable? Design v 0.730 = 0.315 0.315 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 2.319 feet 112" dia good for 0.730 kips/each .`112 dl� at�•�s �� ` ,,� { ',tt ��,, � dies o c�maX � ���',�gg�s���� wt 1:91a tltlsu 8.a5. aiJla liW ....9aan.iwu1S..1b1.1::3613i32: Blocking/top plate p Applicable? Connector A35 • 0.450 kips/each Length of attachment Design v 46.00 feet 0.144 kips/ft .�K.Y{,�, Connectot. �' nc ies oic nax Y4 � �r� 22 Connectors at rim joist to.mudsill/cripple wall top plate p applicable? v 0.315 kips/ft Ao�cmy+NAN l'i Pagel s� Line. geometry Gregory Peitz - Architect Date 314101 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary - Line geometry Description Fritz residence Level Main Line AQ V1 v1 V2 v2 V3 0 V4 v4 Segment Desc. .....Wall Opening `:6.61. 0.14 1':. Force 16.67 0 16.67 y 11.00 w 11.00 ,6 y -2.374 3.00 0 3.00 y -0.478 10.00 w 10.00 y -0.905 5.75 0 5.75 y 0.819 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 21.00 25.42 Maximum collector force - 2.374 kips 16d nail good for 0.115 kips/each Splice 21 16d nails Page 1 Gregory Peitz - Architect 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Stability details Date Shearwall summary - Wall stability Description [Fritz residence Level Fm—ain—] Line v 0.315 kips/ft Assembly dead loads: Design controlled by: Roof 0.022 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.015 ksf 0.900 3/4/01 Shearwall 9.UU - Dead load trib. Lengths U.311 311 Ib.V MOU 1.5Z I.Z)Z L I I ZUt$/Z-ZX 10.00 9.00 9.00 8.00 E 28.33 Holdown CU M .6 cc LTT20B/2-2x 8 U- v d -j CO 1 1.UU - 9.UU - 9.UU -- --b.UU U.311 311 Ib.V MOU 1.5Z I.Z)Z L I I ZUt$/Z-ZX 10.00 9.00 9.00 8.00 0.311 28.33 14.00 9.50 1.66 1.66 LTT20B/2-2x Page 1 59 Wall line analysis, Gregory Peitz - Architect 0.128 kips/ft Date 3/4/01 383 Rio Lindo Avenue Chico, California 95926 V allow 0.000 kips/ft Tel. (530) 894-5719 Sill nailing E] Applicable? Description [Fritz _residence Level IMain I Line P lateral 1.020 kips Total wall length 8.000 feet Wall framing species IHF -1 Shearwall Description Mark v cap Anchor bolts Side 1 13/8" cdx plywood with Eld nails at 6",12" oxf 1 0.213 kips/ft Side 2 [None 13 0.000 kips/ft Shearwall v 0.128 kips/ft OkI v allow 0.213 kips/ft If user -defined SW used; Description F_ V allow 0.000 kips/ft Sill nailing E] Applicable? 0.134 = 1.051 feet 16d sinker good for 0.134 kips/each 0.128inchesb -1 Anchor bolts 171 ADDlicable? ign v 0.730 0.128 0.128 kips/ft 5.725" feet [21 Applicable? .. ❑ 3 x Sill plate? ❑ Double anchor bolts? 1/2" diagood for 0.730 kips/each s 68 I ,-1 OW14) g inches` �.. - Connector A35 J 0.450 kips/each Length of attachment 8.00 feet Design v 0.128 kips/ft C Connectors at rim joist to mudsill/cripple wall top plate El Applicable? v 0.128 kips/ft Page 1 6 • Line geometry Gregory Peitz - Architect Date 314101 383 Rio Lindo Avenue Chico, ,California 95,9.26.. Tel. (530) 894-5719 Shearwall summary - Line geometry Description Fritz residence Level Main Line V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1.02 ` 0:05 , 'Force 12.50 0 12.50 y - - - - - 8.00 w 8.00 y -0.622 Total lengths 8.00 12.50 Maximum collector force 0.622 kips 16d nail good for fP 0.115kl'psleach .Splice 5 16'd nails - Stability details Gregory Peitz - Architect Date 314101 383 Rio Lindo Avenue , Chico, California 95926 Tel. (530) 894-5719 ' Shearwall summary - Wall stability Description Ftit4,residence . Level FM—ai n—I Line © v 0.128 kips/ft. Assembly dead loads:. Design controlled by: Roof 0.022 ksf 'Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.015 ksf 0.900 Shearwall Dead load'trib. Lengths " — C v � g g _ o q � o 2 E B Holdown t = �' LL Y - v J N v F- p I- 1] d N (a 8.00 9.00 9.00 5.UU U10 Ul 1.1 i.SU U.3u 0.38 LTT20B12-2x 1 Page �2 Wall line aAalysis• Gregory Peitz - Architect 383 Rio Lindo Avenue - Chico, California 95926 Tel. (530) 894-5719 Date 314101 • a; Description Fritz residence Level IMain Line D+E P lateral 7.230 kips Total wall length 28.580 feet Wall framing species HF earwa t Description Z Mark v cap Side 1 " c�c plywood with 8d nails at 4°, i2" o.c. 3/s 2 0.3.12 kips/ft Side 2 None 13 0.000 kips/ft Shearwall v 0.253 kips/ft Ok! v allow 0.312 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing ❑ Applicable? 0.134 = 0.530 feet 16d sinker good for 0.134 kips/each 0.253 1at� :.1,rr,3�r�;inc eS:,o �`afii Anchor bots 0 Applicable? Design v 0.253 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.886 feet 0.253 112" dia.-good for 0.730 - kips/each 1 MM fi:�.: 3�ev:^la:��`S.t..s.�? ti' n"tit.�Yat �y�w.+.s.w, mS3uatwl:a ir.g't'Fe?•y�a�.r',.u^ Blocking/top plate 0 Applicable? Connector I A35 Jw 1 0.450 kips/each Length of attachment 32.00 feet Design v 0.226 kips/ft Connectors at rim joist to mudsill/cripple wall top plate ❑ Applicable? N41 a v 0.253 kipslft �A3�5at, �31a; ,O;y ncfes;ocmaX' : , Page 1 ...... 6'� Line geometry ' Gregory Peitz Architect Date 314101 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 'Shearwall summary - Line.geometry, Description Fritz residence Level I Main ILine D+E V1 v1 V2 v2 V3 0 V4 v4 Seament Desc. Wall ODenina -T60; 0.05 1!,&63'1 0.18 1 1 m Force ....... Page 1 15.50 w 15.50 y y 1.685 3.00 0 3.00 y y 2.073 4.75 w 4.75 y y 1.389 8.50 0 8.50 y 1.507 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 28.5.8 11.50 Maximum collector force 2.073 kips 16d nail good for 0.115 kips/each Splice 18 16d nails ....... Page 1 6y Stability details Gregory Peitz - Architect Date 314101 383 Rio Lindo Avenue Chico, California"9'5'926._ Tel. (530) 894-5719 , Shearwall summary - Wall stability Description Fritz residence Level Main Line D+E v 0.253 kips/ft Assembly dead loads: Design controlled by: Roof 0.022 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.015 ksf 0.900 Shearwall Dead load trib. Lengths 6.1 =9_ v V —5 v 14.60 15.00 1.48 0.135 10.81 C O a 6 � . Holdown � � ccS oo O � � O � J .�. Q � � CD� N > p O 8.33 10.00 10.00 5 -OU 15.50 9.00 9.00 4.75 9.00 9.00 U.26U 11.1 6.1 1.1i3 ]JO 0.135 35.29 14.60 15.00 1.48 0.135 10.81 1.37 4.25 2.25 1.10 r11 1 I O/ L -LX 1.48 HTT1612-2x 2.25 HTT1612-2x Page 1 IN Wall line analysis Gregory Peitz - Architect 383 Rio Undo Avenue Chico, California 95926 Tel. (530) 894-5719 Date 314101 Description Fritz residence Level IMain Line P lateral 1.910 kips Total wall length 7.330 feet Wall framing species I HF • Shearwall Description Mark v cap Side 12 0.312 kips/ft Side 2 13 0.000 kipslft 3/8" cd c plywood with 8d Waits at 4", 12" o.c. ' � None � Shearwall v 0.261 kips/ft OkI v allow 0.312 kips/ft If user -defined SW used; Description ..v allow 0.000 kips/ft Sill nailing ❑ Applicable? 0.134 = 0.514 feet 16d sinker good for 0.134 kips/each 0.261 `16d;na�lsrSW �xx _:'�a.2:..�u i,.tiu..�r Anchor bolts Applicable? Design v ''••••0.261 kips/ft " ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.802 feet 0.261 112" dia. good for 3L . 0.730 kips/each X12 di�'rat;;���F ref„�r�tt.� 'Up OE azo Blocking/top p ate p Applicable? Connector LA35 0.450 kips/each Length of attachment 32.00 feet Design v0.060 kips/ft . , ... r A t ar urhM.0 TrA"'' 2 bj Ot r. L> 7 s• µ r � 4 ,sy b, t; � �onectos�k,,��48$hlnc�„ esocmt *` Connectors at rim joist to mu sill cripple wall top plate ❑ Applicable? LA w� a � jr.�Ki. "+'k�a cY' � r e tkn. x �h4•�i + ra�oy � �i }�r��ie� ' v 0.261 kipslftxat,'0enches p emaetir, Page.1 Line geometry Gregory Peitz - Architect Date 314101 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary - Line geometry Description Fritz residence Level Main I Line F V1 v1 V2 v2 V3 0 V4 v4 Segment Desc. Wall Opening J.'.1.9t-1, 0.06 Force 2.33' w 2.33 y 9.00 0 9.00 y 0.469 .2.67 w 2.67 y -0.062 16.00 0 16.00 y 0.476 2.33 w 2.33 y -0.469 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 f ` 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 7.33 25.00 Maximum collector force 0.476 kips 16d nail good for 0.115 kips/each Splice 4 16d nails Page 1 Stability details Gregory Peitz - Architect Date 314101 383 No Undo Avenue :". 1.83 Chico, California 95926 Tel. (530) 894-5719 �.- 2.17 2.10 Shearwall summary - WO stability , - QLL Description Fritz residence Vo y a Level Main Line OF v 0.261 kips/ft Assembly dead loads: Design controlled by: Roof 0.022 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.015 ksf 0.900 Shearwall 4.2 Dead load trib. Lengths 1.83 c �.- 2.17 2.10 F- g QLL N CD Vo y a y g Holdown N 2 LD co 2.33 7.00 7.00 2.67 7.00 7.00 0.105 4.2 0.3 1.83 2.20- 0.105 4.87 0.34 2.17 2.10 Page 1 a 2.20 HTT1612-2x 2.10 HTT1612-2x 019 Wall line analysis Gregory Peitz - Architect 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Date 314101 Description Fritz residence Level Main . Line 1+2 P lateral 6.280 kips Total wall length 21.340 feet Wall framing species HIF Shearwall Description Mark v cap Side •1 s/8" cdx,pPMocd with 8d nails at 4", 1 "-o.c. 2 0.312 kipslft Side 2 None . 13 0.000 -•kipslft Shearwall v 0.294 kips/ft Okl v allow 0.312 kips/ft If user -defined SW used; Description v apow 0.000 kips/ft Sill nailing ❑ Applicable? 0.134 = 0.455 feet 16d sinker good for 0.134 kips/each 9r�r a s u u 0.294"6d Halls ate" 16,L�4Jknoheso n v 0.294 kips/ft ❑ 3 x Sill plate?- , ❑ Double anchor bolts? 0.730 = 2.481 feet 0.294 112" dia. good for '�' 0.730 kips/each 112";d a atM "che�l` ��Rg RF; ' Applicable? Connector Length of attachment 41.00 feet Design v 0.153 kips/ft • o. i "tk�'i xr�•y y�;y� ?}h, �, � k" ��, � , . c;lzrf�t ���.a.m .� • PY4'ii'"�,��'%' �'. • ConnectOfS s� 4ta� �.<i � 't�� t"� �nc``{''1es oG\i a. , a�:�''M .y .�::tq1' ,✓j.�v': Connectors at rim joist to mudsill cripple wall top plate ❑ Applicable? 7o's�4 n 7 "�rF" Nt,r ..� J�.^ � tYx...8• a�i2 �, v , ...0.294 kips/ft X135 af� i�x4,�F:;� ",p„ incieS o,c, ax: Page 1 6� Line geometry • Gregory Peitz - - Architect ° Date 314101 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary - Line geometry Description Fritz residence " - �=- Level Main Line 1+2 V1 v1 V2 v2 V3 v3. V4 v4 Segment Desc. Wall A Opening j,,'Q.2Q;-j 0.12 Force 3.00 w 3.00 y 6.67 0 1 6.67 y 0.525 3.00 w 3.00 y " -0.270 12.00 0 12.00 y 0.255 3.00 w 3.00 y -1.175 6.00 0 6.00 y -0.650 3.00 w 3.00 ' y -1.365 4.67 w 4.67 y -0.840 6.67 0 6.67 y -0.022 4.67 w 4.67 y -0.818 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 21.34 31.34 Maximum collector force 1.365 kips 16d nail good for 0.115 kips/each Splice 12 16d nails Page 1 Stability details Gregory Peitz - Architect 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary - Wall stability Description- Fritz residence Level Main Line 1+2 v 0.294 kips/ft Assembly dead loads: Design controlled by: Roof 0.022 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.015 ksf 0.900 Date 314101 all 3.00 Dead load tryib. Lengths 9.00 4.00 0.223 2.50 :E5 F4qo HTT1612-2x 4.67 9.00 E 4.00 Holdown 12.37 zv 4.17 2.49 2.49 HTT1612-2x E. E eO _u= F ,. Page 1 9.00 9.00 4.00 0.223 7.9 0.9 2.50 2.85 2.85 HTT1612-2x 4.67 9.00 9.00 4.00 0.223 12.37 2.19 4.17 2.49 2.49 HTT1612-2x F ,. Page 1 Gregory Peitz - Architect 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Wall line analysis -.. Date 315101 Description Fritz residence � Level IMain Line 0 P lateral 1.940 kips Total wall length 11.000 feet Wall framing'species HF Shearwall Descri tion.• ,.. ..Mark v cap . Side 11 0.213 kipslft Side 2 13 0.000 kips/ft 3/8" c�c plywood with Sd nails at 6", 12" o.c. None � Shearwall v 0.176. kips/ft Okl v allow 0.213 kips/ft If user -defined SW used; � ,'� = • � .1, Description v allow 0.000 kips/ft Sill nailing ❑ Applicable? 0.134 = 0.760 feet 16d sinker good for 0.134 kips/each 0.176 :1.6 ' ai�s;at' Aa',4agp n„, {fw.'t 6si.c.in elEl:r.�.,.at :a7r:Xi.:s: ++-':..2�.s'Lii) t V2ilkLSeL.ffiX.s.ybs: Anchor bolts Q Applicable? Design v 0.176 kips/ft ❑ 3 x Sill -plate?.,, ❑ Double anchor bolts? 0.730 = 4.139 feet jOe 0.176 112" dla ' good for 0.730 kips/each � ?.�b Ya•+4 � 42 .� a .:y. t,.#ttetl•J+.vsirre <112da t :. <<fnch ac°max£ 1' 1 Applicable? Connector I A35 I w 0.450 kips/each Length of attachment 24.00 jeet Design v 0.081 kips/ft 4 onors,l,�r.;sm Connectors at rim joist to mudsill cripple wall top plate ' ❑ Applicable? v 0.176 kips/ft 1-1121 '11`inc•, hwaw'tat , i+:er'� �, e.� 3; Page 1 Line geometry Gregory Peitz - Architect 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary - Line geometry Description I Fritz residence Date 315101 ?z Level Main '',- Line 0 V1 v1 V2 v2 V3 0 V4 v4 Segment Desc. Wall /Opening 1.94`. 0.08 11' ; ;` Force 5.50 w 5.50 y 12.75 0 - s 12.75 - y 0.521 5.50 w 5.50 y -0.521 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 11.00 12.75 Maximum collector force 0.521 kips 16d nail good for 0.115 kips/each Splice 5 16d nails - Page 1 Stability details Gregory Peitz - Architect Date 315101 383 Rio Lindo Avenue Chico, California 95926 Tel. -(530)- 894-5719,,..,. Shearwall summary - Wall stability Description Fritz residence Level Main Line 3.000 v 0.176 kips/ft Assembly dead loads: Design controlled by: Roof ....A.022 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.015 ksf 0.900 Shearwall Dead load trib. Lengths c L —8 SZ5 JR E > o Holdown oCU 5.50 10.00 10.00 5.00 0.260 9.7 3.5 5.00 1.30 1.30 LTT20B12-2x Wall line analysis Gregory Peitz - Architect Date 315101 .383 Rio Lindo Avenue Chico, California 95926 ' Tel. (530) 894-5719. Description Fritz residence Level IMain Line 4, 5, 6 P lateral 9.230 kips Total wall length 25.330 feet Wall framing species JHF Shearwall Side 1 Side 2 Description 3/8" cdx plywood with 8d nails at 3", 12" o.c. None 1W Mark v cap 3 0.402 kips/ft 13 • 0.000 'kips/ft Shearwall v' 0.364 kips/ft Ok! v allow " 0.402 kips/ft If user -defined SW used; Description v allow 0.000 kips/ft Sill nailing 11 Applicable? 0.134 = 0.368 feet 16d sinker good for 0.134 kips/each 0.364.nails�at��;:�+idinceso°cat; Anchor bolts Applicable? Design v kips/ft ❑ 3 x Sill plate? Double anchor bolts? 0.730 = 2.003 feet 0.364 112" dia. good for ® 0.730 kipsleach S�4mli 31w g w�L{ hA 16'., p _✓3* dla ativ � a1y I +r1 f }.�g '� � "� N Y`.-1" 2 s YS.- Blocking/top T1s __. B oc Ing top plate Applicable? Connector IA35 • I v 0.450 kips/each Length of attachment 60.00 feet Designv 0.154 kips/ft ` jp.`^,Q .j}j, I�u-.±vON? +it1t.�..�..�3..••,.r3l; n„.rY,aehVS;iw.. i^p: i''W'k ••arD Connectors at rim foist to mudsill/cripple wall top plate' [I Applicable? �"+a rofB;S i' 9 �nri e 0 v 0.364 kips/ft �A35 �t�.ii,.�.���,„�,��,:� ��,. � �w ff✓ �=�a �,.. Page 1 1 , � 1 � Line geometry Gregory Peitz - Architect Date 315101 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary - Line geometry Description Fritz residence Level Main Line - V1 v1 V2 v2 V3 0 V4 v4 Segment Desc. Wall 0 enin 2:08` 0.08 7,15;: 0.10 Force 9�9 11.00 w 11.00 ' y 3.00 0 3.00 y 3.117 2.33 0 2.33 y 2.873 9.33 0 9.33 y y 2.685 4.50 0 4.50 y 0.993 8.33 w 8.33 y 0.542 9.67 0 9.67 y 2.742 23.50 0 , 23.50 y 1.773 3.00 w 3.00 y -0.583—c-'(6 10.00 010.00 y , I , : 0.210 3.00 w 3.00 J y -0.792 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 25.33. 62.33 Maximum collector force 3.117 kips 16d nail good for 0.115 kips/each Splice 27 16d nails Page 1 Stability details",,, Gregory Peitz - Architect 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary. - Wall stability Description Fritz residence Level Main Line 4, 5, 6 v 0.364 kips/ft Assembly dead loads:, - Design controlled by: Roof 0.022 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.015 ksf 0.900 Date 3/5/01 Shearwall Dead load trib. Lengths Iu.uu b.UU 8.33 9.00 9.00 8.00 3.00 9.00 9.00. 23 0 , E 3.48 Holdown CU CU O .0 CU CL I I.uu Iu.uu Iu.uu b.UU 8.33 9.00 9.00 8.00 3.00 9.00 9.00. 8.00 U.Zbu 4U.1 141 1 U.Z)U Z.bu 0.311 27.32 9.71 7.83 2.37 0.311 9.84 1.26 2.50 3.48 Page 1 Z.Ou M I I -I UIZ-Zx 2.37 HTT16/2-2x 3.48 HTT16/2-2x IN Wall line analysis Gregory Peitz - Architect Date 315101 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Description Fritz residence Level IMain , Line P lateral 0.430 kips Total wall length 2.830 feet Wall framing species _ HF bnearwan Description Mark v cap Side 1 3/8° ccbc plywood with 8d nails at 6", 12" o.c. 1 0.213 kips/ft Side 2 INone 13 0.000 kips/ft Shearwall v 0.152 kips/ft OkI v allow 0.213 kips/ft If user -defined SW used; Description v avow 0.000 kipslft -Sillnailing ❑Applicable? 0.134 = 0.882 feet 16d sinker good for 0.134 kips/each 0.152 "I r' spa x 16`r , k lachl#So t f Anchor bolts Applicable? Design v 0.152 kips/ft ❑ 3 x Sill. plate?. Double anchor bolts? 0.730 = 4.804 feet 0.152 1/2" dia. good for 0.730 kips/each 1:5IocKing/iop place Applicable? ' Connector... A3s 0.450 'kips/each Length of attachment 14.00 feet Design v 0.031 kips/ft y3 ON '6l `l 1 1 `�T,' ��+�: Connectors at nm joist to mudsll cripple wall tope plate ❑ Applicable? v 0.152 kips/ft slft p A35, �'' rt Ql Ch850 4 ?Xk} M Page:1 . Line geometry Gregory Peitz - -Architect Date 315101 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719 Shearwall summary - Line geometry Description Fritz residence Level I Main ILine 7 V1 v1 V2 v2 V3 0 V4 v4 <`: Force Segment Desc. Wall ,`Opening0.03 0" :x 5 tz.rH 2.83 w 2.83 8' y 11.00 0 11.00 y 0.342 Total lengths 2.83 11.00 Maximum collector force 0.342 kips 16d nail good for 0.115 kips/each Splice 4 16d nails Page -1 yf StabNity details Gra o Peitz - Architect natp Mini 9 MY 383 Rio Lindo Avenue Chico, California 95926 Tel. (530) 894-5719...... . Shearwall summary - Wall stability Description Fritz residence Level Main Line ' 7.000 v 0.152 kips/ft Assembly dead loads: Design controlled by: Roof 0.022 ksf Seismic Floor 0.011 ksf Dead load reduction factor: Wall 0.015 ksf 0.900 Shearwall Dead load Crib. Lengths a, Holdown 8 $ J o ;� �- o Z.83 9.UU 9.UU 4.UU U."LZ3 3.9 U.6 Z.33 1.35 1.30 L I I ZUb1Z-ZX Page 1 NOTES � RESIDENTIAL 040-100-065 01-1831 { FRITZ, GAYLE 9851 NIKKI CREEK LN. DURHAM CONT: OWNER NEW 36 X 40 BARN 0S/6 11 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS' SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY +� = OK 0 = Not OK = NolApplicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /" L'ft. / P Nat. or / /"L"tt./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD ADDroval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Can. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COV5n, CARPORTS GARAGES (Plans) OK except #'s 1�tQ� /Z,j-, . Z%Kg Requirements -Setbacks -Easements ( iV,400tings; Soils -Size -Depth -Spacing -Connectors -Steel ' Decks; Girders and/or -Joists -Decking -Bracing -Stairs- Rails -41-Wood Awn.; Posts-Beams-Rftrs.-Connectors g.-Frg-Bracing Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures —9- Carports; Windows -Doors =PWbe_ctric r .; Sills-Anchors-Studs-Rftrs-Trusses iding; Nailing -Veneer -Stucco -Mesh f; Shthg-Roofing Ext.; Steps -Doors -Landings i2- Braced Wall Panels Date i( t ( �� ( Card B-1 _ ) , Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s rag"Ecks-Easements Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (S Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes U No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Puriin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration- Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor D Yes 82. Following Instld./Drive J Yes J No/Walks D Yes . J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: c COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 1 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P MIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING - NE .. _s - `*5=340 55_ELYIN.G_V_ST_ (-.MTCO,—CA q9q BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION .0 U _,92000 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 258 0 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS 9851 NIKKI CREEK LN. DURHAM CA Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. 2 1�+� sUBDNIs 5—'�l 69 12-29-97 5.01 AC PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other b Describe Work: NEW BARN 36 X 40 FLQL`) 7.nNF. A—F. 05200, Gas piping system t - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Feel 20.00 6000 R LE Main Service 2o.VA ORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A To I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. SO 3.50FT. SO.4O NE Z D MULTI.OUTLEr @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FDRUREs � ®I � X50 LNS Ex. Occup., OL,T,EF°TSA AES,6.oEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S 70.40 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ 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.) 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 forthwith comply with those provisions. XAZt'We� Date g d ( Si of A li t - Owner ❑ Contractor ❑ A en An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 516.90 HAZ DIMP FLOOD CDF pggCE1 PD HD LSSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By q ate PERMIT EXPIRES ON provisions to do work paid. / [ to ReceiptNo.331552/516.90 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE QNLY Plot Man Attached ' Floor Man Attached Sant to S. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ., k))AJ- 16Q ion eg Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well l/ Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 rw J9UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:/ �" ASSESSOR PARC ER: Proposed Building Use: Building Inspect , r: Date: %C / At time of permit application, I was advised the following data m st b submitted prior to permit processing and/or issuance: Date Received By 1. All items have been submitted ------------------------------------------------------------------------------------- ot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design` Compliance and supporting documentation. ---------------------------------------------------- El7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El 8. Hazardous Material Form. ---------------------- --------------------------------------------------------------------- 119. Manufactured Home data and installation instructions including Tie Down Specifications .------------------- 1110. -----❑10. Fees of $----------------------------- -------------=--=----=-------'-______------------------- ❑ Vinpact fees as shown on the attached schedule. ------ California Department of Forestry plan approval/fees 3. Flood elevation certificate. ---------- 111 anitation and plot plan approval /� ytXJ mHealth V ity of Chico plumbing permit. ------------------------- -------- ------------------------------ Department. ❑ 16. Plot plan and business license approval from the City of Biggs. ----------------------------------------------- 1117. --------------------------------------------- ❑17. Planning approval for (A) Use: D (13) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage'2N--&,egal Parcel. -------- ----------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ------------ -------- 020. Pre -inspection for required Request to Building Inspesotor on 021. Contractor's license'information. (Number, Name Style, Classification). ------------------------------ 0 22. Workers' Compensation carrier and policy niimber.----------------------------------------------------. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - --------------------------- =-- ❑24. Letter of signature authorization. -------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement: ---=--------------------------------------- ❑26. Letter of intent on building use ..------=---------------- ----------------------------------------------------- ❑27. Manufactured Home utility clearance. -------------------------------=------------------------------------- ❑28. Existing violations and/or expired permits. --------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .-------- 030. ------- ❑30. Other: .-i1 31-0 l �, (Date) When you issue t, s llows 11 Mail to owner, t ontractor. lepho and hold for pickup atw1 office. 1:1Deliver with inspector. <a-.,5i47>-SS46) �ki� �;� Applicant: Date: % 2JC a Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution D By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: T10 C3 Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, by 4L7 Date: 3! 4I Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil AVvision (vision counter, by Date: Plans reviewed by: Date: Plans approved by: Date: -% -S O 1 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. �IL�WHEN RECORDED MAIL TO: BUTTE CObNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 . 200 1 —003207 1 Recorded I REC FEE 10.00 Official Records I CONFORM .00 Count Y_Of I CANDACE J. GRUBBS I �✓�, \ Re Recorder 1 l ROSEMARY DICKSON I Assistant I Vickie 01:56PN 20 -Jul -2001 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date PROPERTY OWNERS: State of California County ofca-2 On % -2-0 -o t before me, mow. S -e— N.._. C's, L -e W-LsA-e. �l personally appeared Cmc,`[ •2 }4 personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/shelthey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my han official seal Signatu ems; DENISE M PRICE A.P. # 0 40- / 00-06S- COMM. 11170838 NOTARY PUBUC-CAUFORNIA Cp 0 c= COUNTY OF BUTTE w Comm. Explrae Jan. 24, 2002 DESCRIPTION THE LAND REFERRED TO HEREIN IS COUNTY OF BUTTE, AND IS DESCRISITUATED IN THE STATE OF CALIFORNIA, BED AS FOLLOWS: PARCEL 1: LOT 2, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "GARDEN CREEK COUNTRY ESTATES", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1997, IN BOOK 142 OF MAPS, AT PAGE(S) 67 THRU 69. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR -PUBLIC UTILITIES AS SHOWN ON SAID MAP. AP#: 040-100-065-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES, AS SHOWN ON THAT CERTAIN MAP ENTITLED, COUNTRY ESTATES", WHICH MAP WAS RECORDED IN THE "GARDEN THE OF CREEK RECORDER OF THE COUNTY OF BUTTE, STATE OF OFF CALIFORNIA, I DECEMBER 29, 1997, IN BOOK 142 OF MAPS, AT PAGE(S) 67 THRU 69. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. Af �X APPLIED TESTING CONSULTANTS =1 a ..sAsnra:.,��c.�a�:wy xt�r� _ September 31, 2001 MATERIALS ENGINEERING TESTING AND INSPECTION County of Butte Building Department 7 County Center Drive Chico, CA 95973 Attn.: Mr. Mike Vieira Re: Gayle Fritz Horse Barn- Durham, Ca We have completed compaction testing on the building pad for the Gayle Fritz Horse Barn in Durham, CA. Prior to construction of the pad our technician visited the site to verify the contractor was down to firm stable native ground. Engineered fill was placed in 8"-12" loose lifts and compacted prior to placement of additional fill. The building pad was constructed out of import material with approximately two feet of fill. We were on site for much of the fill operations and we performed tests. at random locations throughout the fill area at one foot intervals up to finished pad grade. Due to the non-uniform rock content in the fill material, -sand density tests were performed per ASTM 1556 specifications. The laboratory moisture/density curves were performed in. accordance with ASTM 1557 specifications. Weperformed several sand density tests at random locations chosen by our technicians in the fill areas. All sand density test data sheets compiled up to this date for this project and the laboratory compaction curves are attached. Based on the test data compiled on this project and witnessing much of the earthwork operations, we certify per Article 3, sections 6735.5 'and 6735.6a . of the Business and professions Code that the building pad were properly moisture conditioned and compacted in accordance with the project plans, specifications, and chapters 18 and 33 of the 1997 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or . elevations. Test elevations are derived from information provided by the contractor and/or the client. Please call if you have any questions regarding our ser Very trul ours, Brad Forsythe Vice President Director of Operations 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 Telephone: (530) 891-6625 • Facsimile: (530) 891-4243' i' C�ILBERT 70 DECLARATION DRIVE, SUITE 101 CHICO, CALIFORNIA 95973 NGINEERING FAX 530) 6 1 - FAX (530) 991-3690 September 5, 2001 County of Butte Wim- WU Development Services Department Building Division �� �����' 7 County Center .Drive � � B Oroville, California 95965 Attn: Dave Wasney Subject: - Flood Plain Elevation Certification for APN 040-100-065 Dear Mr. Wasney: Pursuant to Ms. Gayle Fritz's request, Gilbert Engineering performed a flood plain elevation determination and established an elevation benchmark in the vicinity of the above referenced parcel. According to the Flood Insurance Rate Map (FIRM), Map Number 06007CO520 C, the base flood elevation for your parcel is 175.00 feet NGVD. Therefore, the -finish floor for any residence constructed on the above referenced parcel must be at or above an elevation of 176.00 feet NGVD and the finish slab for a barn structure constructed on the above referenced parcel must be at or above an elevation of 175.00 feet NGVD On August 24, 2000 a field survey was performed to determine the elevation of a spike located near the north edge of the pavement on Nikki Creek Lane, in the middle of your parcel. The elevation of the spike is 172.06 feet NGVD. A post -construction Elevation Certificate will be provided at the time of the foundation inspection. Please call this office if you have any questions or need additional information. Sincerely, Gilbert Engineering P�o Q"v E. rygt sm 31889 Wesley E. ilbert, Principal R.C.E. 31689 sr CPAX �a 4� OF CA1�F�Q� fritz4 1179.01 CIVIL ENGINEERING • SURVEYING • PLANNING • PROJECT DEVELOPMENT z'd 6 96-668 (DES) gjag1T9 saM :TT 10 SO daS T f . ZJS ENGINEERING SERVICES INC. 350 S. MILLIKEN, SUITE A ONTARIO, CALIFORNIA 91761 PHONE ( 909 ) 974 4150 FAX: ( 909 ) 974 4153 STRUCTURAL CALCULATIONS CUSTOMER :,Gayle Fritz <Barnmaster> DAT E 09-11-2000 JOB NUMBER 12724-0 CONTENTS 12' Gable Breezeway Barn Z. Basic Loads ( 2.5/20/ 0./80. C Ag.) �,2. Check Sheeting ( 26ga R & PBR;. BHP -D) 3. Check Purlin, 4. Check Columns ( MAX. 3� Conn. ) 5.,Check Truss/Rafter 6. Check Fasteners 7. Check Connections 8. Check Foundation ( Cont. ) FIGURES APPENDIX �pQ S80 Nq�� o.54869 6um COUN Exp.6/30/0f ZJI CLING D PAS' ,: CIVj� OF CF I'll-WeRUVED S 7 IM Page Number 2 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn DESIGN CRITERIA This building was designed using the criteria listed below. Capacity for loads greater than these or for load combinations other than shown below is specifically neither, intended nor implied. 1. BASIC LOADS 1.1. Dead Load pDL 2.5 lb2 ft. 1.2. Live Load Refer To Table No. 16-C Of UBC 1997 p = 20 lb LL ft. 1.3. Wind Load Refer To Table No. 16-F,G,H Of UBC 1997 16.40 lb - 80. MPH qs ft. Ce = 1.06 - Exposure C From Table No. 16-G Of UBC 1997 ( Average Height Of The Building 12.0 ft ) I = 1 - Importance Factor As Allowed Per Sec.1624. Of UBC 1997 For Agricultural Bldg. pWL= I 4 qs '- 10 l2 I Ce I = 13.03 lb 2 L fttJ ft For Actual Cq Values See Thru-Out Calculations 1.4. Seismic Load Seismic Zone 4 Ca = 0.44 Na = 0.57 - As Given In Table 16-Q.Of UBC 1997 Na = 1.3 - As Given In Table 16-S Of UBC 1997 Page Number 3 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 12724-0 In Compression 350 S.Milliken,#A.ONTARIO,Ca91761 Compression Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn 2. CHECK ROOF DECKING w - Uniform Load M - Max. Moment MAX. SRQ - Required Section Modulus Simple Span Condition W � 0 R T T R i 2 i Use: 26 GA Galv. Steel R D PBR, BHP Or Equal. Material Steel , ASTM A446 Grade D, Fy = 55 ksi Gauge Weight Panel Top In Compression Panel Bottom In Compression p°L I+ S+ Fb+ I- S- Fb- lb in4 in3 in4 in3 ksi ksi ft2 ft ft ft ft 29 0.65 0.0343 0.0300- 33.0 0.0266 0.0332 33.0 26 0.86 0.0457 0.0440 33.0 0.0391 0.0545 33.0 24 1.14 0.0701 0.0669 33.0 0.0416 0.0532 33.0 E = 29. 103 ksi. - Modulus Of Elasticity Of Steel b = 1.0 ft. - 1 ft Wide Strap Being Checked t = 6 ft. - Span Between Two Supports Page Number 4 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Descriptions 12' Gable Brezeway Barn 2.1. For Dead Load + Live Load wDL+LL ( pDL+ pLL ) b = 20.9 lb. PL ft. Maximum Positive Moment w e2 MDL+LL DL+BL - 1.13 kip -in. M SRQ. = Fb++LL - 0.0341 in3 < S+= 0.0440 in. OK Maximum Negative Moment M DL+LL = 0.00 kip -in. M SRQ. = FbI-+LL = 0.0000 in. < S_= 0.0545 in. OK 2.2. Dead Load + Wind Load Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 lb. wDL+WL_ ( C pWL- pDL ) b = 12.9 f t . Maximum Positive Moment M DL+WL = 0.00 kip -in. M SRQ. 1.33+WL - 0.0000 in < S+= 0.0440 in OK TWind Maximum Negative Moment w Q2 MDL+WL DL+gL = 0.70 kip -in. M SRQ. 1.33+WL 0.0159 in < S_= 0.0545 in OK Wind 0 Page Number 5 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn 3. CHECK ROOF PURLINS Simple Span Condition w - Uniform Load M - Max. Moment MAX. SRQ - Required Section Modulus 3.1. For 12' Purlin Use: ( 6" x 2-1/2" x 16 GA Or Equal Material : Steel , ASTM A446 Grade D E = 29. 103 ksi. - Modulus Of Elasticity Of Steel Fy = 55. ksi. - Yield Stress S 1.18 in - Section Modulus b = 6.0 ft - Spacing Of The Purlin t = 12.0 ft - Span Between Two Supports Dead Load + Live Load lb. wDL+LL ( pDL+ pLL ) b = 135. ft. w t RDL+2L = 0.81 kips DL+LL w Q 2- M M = DL+LL = 29.16 kip -in. DL+LL 8 SRQ = OD6+Fy - 0.88 in < S = 1.18 in OK Page Number : 6 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn Dead Load + Wind Load Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 wDL+WL= ( C pWL- pDL ) b = 86.7 lb.f t . w P R = DL+WL = 0.52 kips DL+WL 2 w e 2 M = DL+WL = 18.73 kip -in. DL+WL 8 M SRQ. 1.33L0.6 Fy - 0.43 in3 < S = 1.18 in3 OK Stress Increase Due To Wind Load 3.2. For 16' Purlin Use: ( 8" x 2-1/2" x 16 GA Or Equal Material : Steel , ASTM A446 Grade D E = 29. 103 ksi. - Modulus Of Elasticity Of Steel Fy = 55. ksi. - Yield Stress S = 1.76 in - Section Modulus b = 6.0 ft - Spacing Of The Purlin t = 16.0 ft - Span Between Two Supports Dead Load + Live Load lb. __ wDL+LL ( pDL+ pLL ) b = 135. ft. . w t R = DL+LL = 1.08 kips DL+LL 2 w 2 M = DL+LL = 51.84 kip -in. DL+LL 8 r ' 1 ' Page Number 7 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn M SRQ = OD6+Fy - 1.57 in r S = 1.76 in OK Dead Load + Wind Load Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 wDL+WL= ( C pWL- pDL) b = 86.7 lb. ft. w e RDL+L = 0.69 kips DL+WL 2 w E 2 M = DL+WL = 33.29 kip -in. DL+WL 8 M SRQ. 1.33L0.6 Fy = 0.76 in3 < S = 1.76 in. OK Stress Increase Due To Wind Load 4. CHECK COLUMN 4.1.Check Connector Columns Use : 2" x 2" x 14 GA. Square Tube For The Make -Up OF The Columns See Plans, DETAIL 7, Sheet S-4 h = 6.0 ft - Height Of The Wall a = 2.0 ft - Overhang Of The Roof b = 14.0 ft - Bay Spacing : 12'/2 + 16'/2 ss = 12.0 ft - Span Of The Frame - @ Stalls sBR = 12.0 ft - Span Of The Frame - @ Breezeway h = 8.7 ft - Length Of The Column At Rear Wall h = 11.7 ft - Length Of The Column At Breezeway Ridge = 13.25 ft Ridgeheight Eave = 8.7 ft - Eaveheight Page Number 8 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S:Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn Find Allowable Stress For Compression Critical At Line B Calculation was done per Section 2217 And 2218 Of UBC 1997 by using COMMENTARY ON THE SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS AUGUST 19, 1986 EDITION WITH DECEMBER 11, 1989 ADDENDUM AMERICAN IRON AND STEEL INSTITUTE 1133 15th STREET, NW WASHINGTON, DC 20005-2701 D = 2.0 In. ( Depth Of The Member ] t = 0.075 In. [ Wall Thickness ] R = 1/8 In. [ Size Of Rounding ] IX = I = I ( Double symmetric section ) A = 0.56 In.z [ Cross Area ] I = 0.34 In.4 [ Moment Of Inertia ] S = 0.34 In.3 [ Section Modulus ] I r =V 0.78 In. [ Radius Of Gyration ] Q = 1.92 [ Safety Factor ] K = 1 Fy = 50. ksi. [ Yield Stress ] Fn' ( Nominal Buckling Stress ] Pa [ Allowable Concentrated Load For Compress.] AEFF [ Effective Area At' The Stress Fn ] t = h - h = 3.7 ft [ Unsupported Length - max. ] z Fe = (TrK P )z = 137. ksi r Page Number 9 Designed By: r - Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Mil1iken,#A:ONTARIO,-1a91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn If Fe > 2y then, Fn = Fy r 1 - 4y yFe ] Else Fn = Fe Fn = 45.5 ksi Check Each Element Figure 4.1. Page Number : 10 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn 4.1.1.For Dead Load + Live Load s PDL+LL ( pDL+ pLL ) ( 2 + a ) b = 2.52 kips A s s P = ( p +P ) ( s + BR ) b = 3.78 kips < Pa = 13.5 kip DL+LL DL LL 2 2 B 4.1.2. For Dead Load + Wind Load 4.1.2a Vertical Direction : Uplift P v B� P V A Cq = 0.7 Refer To Table No. 16-H Of UBC 1997 P= rr 1 s C p - p J( s + a) b= 0.74 kips V LL q WL DL 2 A S s P = I Cq P - pDL ] ( BR + 2 ) b = 1.11 kips B 4.1.2b Transversal Direction Load Transfer From The Roof Panel To The Purlins : See Plans For Details 6/s-5 Load Transfer From The Purlins To The Columns : See Plans For Details 1/s-5; 2/s-5; 3/s-5 Load Transfer From The Columns To The Shearwalls : See Plans For Details 3/s-4; 7/s-4 Load Transfer From Shear Walls To Foundation See Calc's 7.3. And Plans For Details : 6/s74; 1/s-4 Page Number 11 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 P 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Datd 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12Gable Brezeway Barn P T 2 P R T R R T R Figure 4.4. Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 PT = C pWL Ridge b = 3.14 kips � Total Lateral Force On The Building At Each Bay PT Eave + Ridge 2 2 ' R = = 0.72 kips 2 s s Check Shearwalls PT Recommended Design Value ( Defl.< 0.5 in ) w = 2 - = 65.5 lb. 1 6000 lb lb. — < = 250. OK See Shear Wall Test Summary 2 ss ft. 2 12 ft ft. In Appendix C Length Of The Tested Wall Panel Factor of Safety , Page Number : 12 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Mi1liken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn 4.1.2c Longitudinal Direction Lateral Loads From Gable Ends Are Transferred To Shear Walls via Connector Columns Check Columns For Bending Cq = 1.3 Refer To Table No. 16-H Of UBC 1997 rr Eave Ridge + Eave Width PT = Cq pWLL 2 — 2 = 0.92 kips Total Load From Gable End At Each Side Walls P 2T ( hA - hw ) MDL+WL 4 = 1.03 kip -in. A 4 ) Columns Are Transferring The Load To The Shear Walls M DL+WL fb AS = 3.81 ksi < 1.33 Fb = 39.0 ksi OK CdA\ni :.: .. •., Page Number : 13 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn 4.1.3. For Seismic Load Width = 36.0 ft Length = 40.0 ft ew = 12.0 ft - Typical Length Of Prefabricated Shear Walls pWALL = 4.5 Lb2 - Spec. Weight Of Wallpanel Ft 4.1.3a Transversal Direction There Are ( 8) 12' Long Prefabricated Shear Walls At max. 12' o.c. Find Redundacy Factor 10 ( max. wall shear) 2 Total Story Shear r = w = 0.10 -Note: max wall shear = MAX Total Story Shear 8 AB = ( Width )( Length ) = 1440. f t 2 p 2 - 20 < 1 p = 1.0 rMAX Y AB Find Total Shear Force In Transversal Direction 3 Ca hw PT - p 1.4R [ pDL AB + 12 pWALL 2 Ew , = 1.67 kips R O 0 F W A L L Check Overturning p Eave + Ridge T 2 R = 8 e = 0.19 kips WIND GOVERNS See Above w Check Shearwalls / Recommended Design Value ( Defl.< 0.5 in ) PT lb. 1 6000 lb lb. W = = 17. < = 250. OK See Shear '.fall Test Summary 8 E 2 w ft. 2 12 ft ft. In Appendix C Length Of The Tested Wall Panel Factor of Safety WIND GOVERNS See Above Page Number 14 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn 4.1.3b Longitudinal Direction There Are 12' Long Prefabricated Shear Walls At Rear And Front. For Design Purpose ( Conservative ) Only The Ones At Rear Walls Were Considered. (8) 12' Prefabricated Walls At Rear Wall Lines Are To Resist The Lateral Loads. Find Redundacy Factor 10 ( max: wall shear) 2 Total Story Shear r = w = 0.10 -Note: max wall shear = MAX Total Story Shear 8 AB = ( Width )( Length ) = 1440. ft p=2- 20 < 1 -gyp= 1.0 rMAX 1/ AB Find Total Shear Force In Longitudinal Direction 3 Ca hw PT - p 1.4R [ PDL AB + 8 pWALL 2 Pw J = 1.43 kips R 0 0 F W A L L J Check Overturning R = Pr Eave 0.13 kips WIND GOVERNS !, See Above = ` �w Check Shearwalls I/ Recommended Design Value ( Defl.< 0.5 in ) Pr lb. 1 6000 lb lb. W = 8 2 = 14. < = 250. OK See Shear Wall Test Summary 2 w ft. 2 12 ft ft. In Appendix C Length Of The Tested Wall Panel Factor of Safety WIND GOVERNS See Above Page Number : 15 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 4 350 S.Milliken,#A.ONTARIO,Ca91761 of Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn. 5. CHECK TRUSS/RAFTER 5.1. @12 ft. Breezeway Truss See Figure 1. E = 29. 103 ksi. - Modulus Of Elasticity Of Steel Fy = 55.00 ksi. - Minimum Yield Stress A = 0.45 in. - Cross Sectional Area I = 0.28 in. - Moment Of Inertia Of The 2x2xl6 Ga. Units : lb,in Spacing Of The Truss =.12. ft pDL= 2.5 Lb2 Ft PLL- 20. Lb2 Ft pWL= 23.5 Lb2 L 90 mph UBC 97 Exp. 'c' ] Ft M I C R 0 S A F E--- STRUCTURAL ANALYSIS BY FINITE ELEMENTS Version: SAFE2STA (2-D) Rel. 4.0 3/14/1996 22:09:54 Input data file WORK.INP Output data file WORK.OUT SIZE OF THE STRUCTURE Number of nodes 4 Number of materials 1 Number of beams 5 Number of beam end releases 10 Number of plates 0 Number of fasteners 0 Number of primary loadcases 3 Number of superposition loadcases 2 Number of restrained degrees of freedom 3 Page Number 16 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 72.00000 350 S.Milliken,#A.ONTARIO,Ca91761 0.00000 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn NODE COORDINATES Node Coordinate X 1 72.00000 2 72.00000 3 0.00000 4 144.00000 Coordinate Y MATERIAL PROPERTIES Code Young's modulus 1 29000000. BEAM DATA Beam I 1 1 2 3 3 3 4 4 5 4 0.00000 12.00000 0.00000 0.00000 Poisson's ratio Specific weight 0.300000 0.000 J Length Area M. Inertia Material 2 12.000 0.4500 0.28000 1 1 72.000 0.4500 0.28000 1 2 72.993 0.4500 0.28000 1 2 72.993 0.4500 0.28000 1 1 72.000 0.4500 0.28000 1 PRIMARY LOADCASES Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Ream Loading direction 4 Global Y axis 3 Global Y axis DEAD LOAD 1 0 2 0 0.00000 End Distributed Loads -2.50000 -2.50000 -2.50000 -2.50000 Page Number : 17 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 4 Global Y axis 3 Global Y axis Loadcase name Loadcase number Number of loaded nodes Number of loaded beams Number of loaded plates Gravity loads factor BEAM LOADS Beam Loading direction 3 Local Y axis 4 Local Y axis SUPERPOSITION LOADCASES LIVE LOAD 2 0 2 0 0.00000 End Distributed Loads -20.00000 -20.00000 -20.00000 -20.00000 WIND LOAD 3 0 2 0 0.00000 End Distributed Loads 16.40000 16.40000 -21.10000 -21.10000 Loadcase name DEAD LOAD + LIVE LOAD Loadcase number 4 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 2 1.00 Loadcase name DEAD LOAD + WIND LOAD Loadcase number 5 Number of superpositions 2 LOADCASE Superposition factor 1 1.00 3 1.00 Page Number 18, Designed By: Z.J.S..ENGINEERING SERVICES INC. Job # 12724-0 4 350 S.Milliken,#A.ONTARIO,Ca91761 along Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn MOVEMENT RESTRAINTS Node Type of restraint Restraint 4 Translation along X axis 0.00000 4 Translation along Y axis 0.00000 3 Translation along Y axis 0.00000 -------------------------------------------------------------------------- -------------------------------------------------------------------------- RESULTS -------------------------------------------------------------------------- -------------------------------------------------------------------------- FOR LOADCASE 4 : DEAD LOAD + LIVE LOAD BEAM LOADS AND STRESSES ------------------------ 2 PX2,SX2,SH2 1 PX1,SX1,SH1 PX1,PX2 Axial Load At The Ends Of The Member SX1,SX2 Axial Stress At The Ends Of The Member + : Tension , - : Compression SH1,SH2 Shear At The Ends Of The Member BM1,BM2 Bending Moment At The Ends Of The Me mbe Beam I i PX1 1 1 2 0. 2 3 1 4927. 3 3 2 -5130. 4 4 2 -5130. 5 4 1 4927. Beam I i SH1 1 1 2 0. 2 3 1 0. 3 3 2 -810. 4 4 2 810. 5 4 1 0. Maximum Stress - Compression Maximum Stress - Tension SX1 PX2 SX2 0. 0. 0. 10949. 4927. 10949. -11400. -4860. -10800. -11400. -4860. -10800. 10949. 4927. 10949. SH2 BM1 BM2 0. 0. 0. 0., 0. 0. 810. 0. 0. -8.10. 0. 0. 0. 0. 0. -11400. At Beam .� 3 10949. At Beam 2 Page Number : 19 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca9.1761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn NODE INTERNAL FORCES AND REACTIONS Node FX FY MZ 3 0. 1642. Reaction 0. 4 0. Reaction 1642. Reaction 0. RESULTS FOR LOADCASE 5 : DEAD LOAD + WIND LOAD BEAM LOADS AND STRESSES ------------------------ 2 PX1,PX2 Axial Load At The Ends Of The Member �PX2,SX2,SH2 SX1,SX2 Axial Stress At The Ends Of The Member + : Tension - Compression SH1,SH2 Shear At The Ends Of The Member 1 PX1,SX1,SH1 BM1,BM2 Bending Moment At The Ends Of The Membe Beam I J PX1 SX1 PX2 SX2 1 1 2 0. 0. 0. 0. 2 3 1 -3418. -7596. -3418. -7596. 3 3 2 3550. 7889. 3580. 7956. 4 4 2 3522. 7826. 3552. 7892. 5 4 1 -3418. -7596. -3418. -7596. Beam I J SH1 SH2 BM1 BM2 1 1 2 0. 0. 0. 0. 2 3 1 0. 0. 0. 0. 3 3 2 509. -509. 0. 0. 4 4 2 -680. 680. 0. 0. 5 4 1 0. 0. 0. 0. Maximum Stress - Compression -7596. At Beam 2 OK Maximum Stress - Tension 7889. At Beam 3 G Page Number : 20 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 R T 350 S.Milliken,#A.ONTARIO,Ca91761 T R Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn NODE INTERNAL FORCES AND REACTIONS R T Node T R FX FY MZ 3 0. -1085. Reaction 0. 4 -56. Reaction -1250. Reaction 0. 5.2. @12 ft. Spacing Use (2) 2" x 3" x 14 GA. Tube Optional For Divider Wall Truss E = 29. 103 ksi. - Modulus Of Elasticity Of Steel Fy = 55.00 ksi. - Minimum Yield Stress A = 0.91 in. - Cross Sectional Area I = 1.27 in. - Moment Of Inertia Of The 2x3x14 Ga. b = 6.0 ft. - Spacing Of The Purlin Conn. To Rafter 2 = 12.0 ft. - Span Between Two Supports 2p = 14.0 ft. - Length Of The Purlin : 16'/2 + 12'/2 S - Section Modulus Of The Rafter w - Uniform Load R - End Beam Reaction SRO - Required Section Modulus M - Max. Moment MAX. I = 2 1.27 + 1.5Z ( 0.91 ) = 6.63 -in. • TOT. L L J J S = 6363 = 2.21 in IP R T T R 2 I « Page Number 21 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # .12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 ' Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn 5.2.1. For Dead Load + Live Load PDL+LL ( pDL+ PLL ) b 2p = 1.89 kips P R = DL+LL = 0.94 kips DL+LL 2 P e M — DL+LL = 68.0 kip -in. DL+LL 4 M SRQ = 0.6+LLFy = . 2.26 in. ' > S = 2.21 in. Use (3) 2x3xl4 ga 5.2.2. Dead Load + Wind Load Cq = 1.7 Refer To Table No. 16-H Of UBC 1997 PDL+WL ( C pWL pDL ) b t = 1.65 kips P R = DL+WL = 0.82 kips DL+WL 2 P 2 MDLWL = 59.4 kip -in. DL+WL 4 e M SRQ. 1.33L(W0.6 Fy ) = 1.35 in. < S = 2.21 in. 'I-'- Stress Increase Due To Wind Load n Page Number : 22 Designed.By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 #10 SCREW 350 S.Milliken,#A.ONTARIO,Ca91761 #6 SCREW Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn 6. CHECK FASTENERS Allowable Loads (lb) For Screws Per ICBO ER -5202 STEEL THICKNESS in. 1/4 - 14 SCREW #12 _ SCREW #10 SCREW #8 SCREW #6 SCREW PULL PULL PULL PULL PULL (GAUGE) SHEAR OUT SHEAR OUT SHEAR OUT SHEAR OUT SHEAR OUT .1046 (12) 1102 591 884 497 660 575 534 363 436 320 .0747 (14) 920 386 829 379 624 337 533 352 452 220 .0598 (16) 689 219 622 294 629 230 458 302 '423 231 .0478 (18) 351 137 326 141 344 155 330 143 251 138 .0359 (20) 242 120 232 123 225 83 222 93 168 81 1 Steel Members shall conform to Section 2230,A3, of the code. 20 ga, 18 ga - ASTM A 653 Grade 33 S.Q. with a minimum of 33,000 psi yield strength. 16 ga, 14 ga, 12 ga - ASTM A 653 Grade 50 S.Q. with a minimum of 50,000 psi yield strength. %. CHECK CONNECTIONS 7.1. Purlin To Truss 7.1.1. 16' Long Purlin To Truss Use : (3) #12 TEKS " Screws V = 622 lb - For 16 GA. To 16 GA. See Above ALLOW TEKS R = DL+LL 1.08 kips" - See 3.1.1. R = DL+WL 0.69 kips - See 3.1.2. RDL+LL 1.08 kips < 3 VALLOW TEKS R = 0.69 kips < 1.33 ( 3 V ) DL+WL ALLOW TEKS Page Number : 23 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> ' Description: 12' Gable Brezeway Barn 7.2. Truss To Column 7.2.1. 12' Span Truss To Column Use : (8) #12 " TEKS " Screws V = 622 lb - For 16 GA. To 16 GA. See Above ALLOW TEKS R = DL+LL 1.64 kips R = DL+WL 1.25 kips RDL+LL 1.64 kips < 8 VALLOW TEKS RDL+WL 1.25 kips < 1.33 ( 8 VALLOW ) TEKS 7.3. Column To Foundation ( For Notation See 4.Check Columns ) Eave = 8.75 Ft [ Eaveheight ] Width = 36. Ft [ Width•Of The Building ] Ridge = 13.2 Ft. [ Ridgeheight ] pWALL 4.5 Lb2 [ Spec. Weight Of Wallpanel ] Ft b = 12. Ft [ Bay Spacing ] h = 12. Ft [ Height Of The Wall ] n = 1 [ Number Of Wallpanel 2*1/2 ] Ridge + Eave Width = 0.31 <.0.5 Use 3 Of The Reactions Due To Wind Refer To Section 1621.1 Of UBC 1997 7.3.1. @ Line A Attach Column To Footing With (1) 1/2" Diameter Bolt x 3-1/2" Embedment ( KWIK BOLT -II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent Page Number': -24 Designed By:' Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 i I Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn PT = 1.33 P1/2 = 1.16 kip Refer To ICBO Report VT = 1.33 V1/2 = 2.44 kip Refer To ICBO Report Due To Overtur. See 4.1.2b __ (P 2 � Ps 3 v + R - n b hW pWALL ) = 0.68 kips A \ See 4.1.2a P T Vs 3 4 = 0.52 kip - 4 Columns At Each Line , See 4.1.2b P I s V s PT 3 + L VT J 3 = 0.48 < 1.0 7.3.2. @ Line B Attach Column To Footing With Refer To Sec. 1925 Of UBC 1997 (1) 1/2" Diameter Bolt x 3-1/2" Embedment ( KWIK BOLT -II, CARBON STEEL HILTI, INC. ICBO No.4627 ) Or Equivalent PT = 1.33 P1/2 = 1.16 kip Refer To ICBO Report V T 1/2 = 1.33 V = 2.44 kip Refer To ICBO Report Due To Overtur. See 4.1.2b __ (P 2 � Ps 3 v + R - n b hW pwALL ) = 0.92 kips B See 4.1.2a P T Vs 3 4 = 0.52 kip - 4 Columns At Each Line , See 4.1.2b P l s VV s rPT 13 + LVT J 3=0.76 < 1.0 Refer To Sec. 1925 Of UBC 1997 Page Number 25 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 � 350 S.Milliken,#A.ONTARIO,Ca91761 T Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn H. CHECK FOUNDATION - Specific Weight Of Concrete - Min. Soil Pressure - Min. Lateral Bearing Pressure - Min. Lateral Sliding Resistance [ Eaveheight ] [ Width Of The Building ) [ Ridgeheight ] [ Spec. Weight Of Wallpanel ] [ Bay Spacing ] [ Height Of The Wall ] [ Number Of Wallpanel 2*1/2 ] Ridge + Eave Width = 0.31 < 0.5 Use 3 Of The Reactions Due To Wind Refer To Section 1621.1 Of UBC 1997 8.1 Contionuous Footing Below Walls Use : 1'-0" Wide x 1'-0" Deep Continuous Concrete Footing r = 1.00 Ft [ Width Of The Footing ] D = 1.00 Ft ( Depth Of The Footing ] t ( Eff. Length Of The Footing ] P VERT. DOWN T T T Lb � = 150. T c T T Ft3 Lb Ps = 1000. Ft2 Lb PL = 100. Ft2 Lb PF = 130. Ft2 Eave = 8.75 Ft Width = 36. Ft Ridge = 13.2 Ft. Lb Lb2 pWALL - 4.5 Ft b = 12. Ft h = 8. Ft W n = 1 - Specific Weight Of Concrete - Min. Soil Pressure - Min. Lateral Bearing Pressure - Min. Lateral Sliding Resistance [ Eaveheight ] [ Width Of The Building ) [ Ridgeheight ] [ Spec. Weight Of Wallpanel ] [ Bay Spacing ] [ Height Of The Wall ] [ Number Of Wallpanel 2*1/2 ] Ridge + Eave Width = 0.31 < 0.5 Use 3 Of The Reactions Due To Wind Refer To Section 1621.1 Of UBC 1997 8.1 Contionuous Footing Below Walls Use : 1'-0" Wide x 1'-0" Deep Continuous Concrete Footing r = 1.00 Ft [ Width Of The Footing ] D = 1.00 Ft ( Depth Of The Footing ] t ( Eff. Length Of The Footing ] P VERT. DOWN T T T T T T T T T T e — footing soil Page Number : 26 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Mi11iken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn 8.1.1. Vertical Down P VERT. = 3.78 kip DOWN P_ DL+LL e - VERT. = 3.78 ft. r Ps M= 1 ps r 2 t 1 = 21.4 kip -in. Check For Reinforcement f' = 2500 psi f = 40000 psi (D = 0.9 b = 1.0 Ft D = 1.0 Ft d = 0.75 Ft M Rn = = 17.9 psi (Dbd2 [ Compressive Strength Of The Concrete ] [ Grade 40 Rebars ] [ Strength Reduction Factor ] [ Width Of The Footing ] [ Depth Of The Footing ] [ Effective Depth Of The Footing ] 0.85 fL 2 Rn P f C 1- 1- 0.85 f' - 0.0004 y c d PGROss D p = 0.0003 < pMIN = 0.0018 —� p = 0.0018 D As = p b d = 0.19,in2 — ) (1) #4 ( 0.2 int ) Rebars OK 8.1.2. Vertical Up Due To Overtur. See 4.1.2b _2 � PRT. 3 (Pa + R - n b h pwaLL ) = 0.92 kips See 4.1.2a A = b r = 12.0 Ft. - Area Of The Bottom'Of The Footing Page Number 27 Designed By: 2.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Milliken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn PWEIGTH A D 7c = 1.8 kip FOOTING Safety = 2 Stress Increase Due To Wind Or Seismic 1.33 p PFRICT. 2 ( 2 b ) 6 S D = 2.66 kip Refer To Section 1807.10 Of UBC 1997. P + P FRICT. WEIGTH Safety - FOOTING = 4.8 OV P VERT. UP 3 Page Number 28 Designed By: Z.J.S.ENGINEERING SERVICES INC. Job # 12724-0 350 S.Mi1liken,#A.ONTARIO,Ca91761 Janos Boros P.E. PHONE (909) 974-4150 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn zlLL 1 1 Figure 1. Page Number 29 APPENDIX C Ramtech Laboratories, Inc. REPORT LAB. NO.115Z4/1632 RACKING SHEAR TEST AND TRANSVERSE UNIFORM LOAD TEST ACCORDING TO ASTM E-72 FOR BARNMASTER, INC. HORSE BARN STRUCTURAL PANELS COMPRISED OF STEEL PERIMETER C -CHANNEL AND 3/4 -INCH THICK PLYWOOD WITH STEEL SKINS PREPARED FOR BARNMASTER, INC. P. 0. BOX 880 LAKESIDE, CALIFORNIA 92040 619-678-4571 TESTED BY RAMTECH LABORATORIES, INC. 14104 ORANGE AVENUE PARAMOUNT, CA 90723 (562)-633-4824 ISSUED: APRIL 13, 2000 amtech Laboratories' reports are for the exclusive use of the client to whom they are addressed. Permission is -anted to reproduce this report provided it is reproduced in its entirety. The use of the name Ramtech aboratories, Inc. In any advertising or related materials must have prior written approval. Reports apply only to rmples tested and are not necessarily Indicative of the quality of apparently identical or similar products. Ramtech aboratories, Inc. is recognized as a Testing Laboratory under Los Angeles City (RR23840) and ICBO ES (TL -167) „ Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Milliken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 12724-0 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn APPENDIX C Ramtech Laboratories, Inc. REPORT LAB. NO.115Z4/1632 RACKING SHEAR TEST AND TRANSVERSE UNIFORM LOAD TEST ACCORDING TO ASTM E-72 FOR BARNMASTER, INC. HORSE BARN STRUCTURAL PANELS COMPRISED OF STEEL PERIMETER C -CHANNEL AND 3/4 -INCH THICK PLYWOOD WITH STEEL SKINS PREPARED FOR BARNMASTER, INC. P. 0. BOX 880 LAKESIDE, CALIFORNIA 92040 619-678-4571 TESTED BY RAMTECH LABORATORIES, INC. 14104 ORANGE AVENUE PARAMOUNT, CA 90723 (562)-633-4824 ISSUED: APRIL 13, 2000 amtech Laboratories' reports are for the exclusive use of the client to whom they are addressed. Permission is -anted to reproduce this report provided it is reproduced in its entirety. The use of the name Ramtech aboratories, Inc. In any advertising or related materials must have prior written approval. Reports apply only to rmples tested and are not necessarily Indicative of the quality of apparently identical or similar products. Ramtech aboratories, Inc. is recognized as a Testing Laboratory under Los Angeles City (RR23840) and ICBO ES (TL -167) „ Page Number 30 , APPENDIX C Ramtech Laboratories, Inc. 11.0 CONCLUSION Barnmaster,.Inc. Lab. No. 11524/1632 Page 10 11.1 Racking Shear Test: The results of the racking shear test indicate the Barnmster, Inc.'s structural panels can resist racking shear. Following the acceptance criteria for deflection in Section 4.3.3 of AC04, the loads at 1/2 -inch net deflection are: 1. Test No. 1 = 6000 pounds (actual e = .406") 2. Test No. 2 = 6000 pounds (actual ,& = .425") 3. Test No. 3 = 6000 pounds (actual e = .460") 4. Average = 6000 pounds With a 200 pounds of preload applied, the allowable load at a deflection of 1/2 inch is 6000 pounds. The average peak load is 10,031 pounds. The -system consists of the Bammaster panel, 3/4 -inch thick plywood with adhered 26 GA metal skins embedded into a perimeter steel C -channel frame. The test panel contains three 4 x 8 plywood panel with the interior C - channel welded at 1/4 points. The ends of the panel are held down to a concrete foundation through a steel post which in turn is anchored to the foundation with a 1/2" x S" Hilti expansion wedge anchor. 11.2 Transverse Uniform Load Test:The average ultimate load for the transverse uniform load test is 217 pounds per square foot (psf). Since the panels will be used for non - habitable construction, the normal deflection limit specified in the code should not be imposed. Designed By: Janos Boros P.E. Z.J.S.ENGINEERING SERVICES INC. 350 S.Mi1liken,#A.ONTARIO,Ca91761 PHONE (909) 974-4150 Job # 12724-0 Date 09-11-2000 Reference: Gayle Fritz <Barnmaster> Description: 12' Gable Brezeway Barn APPENDIX C Ramtech Laboratories, Inc. 11.0 CONCLUSION Barnmaster,.Inc. Lab. No. 11524/1632 Page 10 11.1 Racking Shear Test: The results of the racking shear test indicate the Barnmster, Inc.'s structural panels can resist racking shear. Following the acceptance criteria for deflection in Section 4.3.3 of AC04, the loads at 1/2 -inch net deflection are: 1. Test No. 1 = 6000 pounds (actual e = .406") 2. Test No. 2 = 6000 pounds (actual ,& = .425") 3. Test No. 3 = 6000 pounds (actual e = .460") 4. Average = 6000 pounds With a 200 pounds of preload applied, the allowable load at a deflection of 1/2 inch is 6000 pounds. The average peak load is 10,031 pounds. The -system consists of the Bammaster panel, 3/4 -inch thick plywood with adhered 26 GA metal skins embedded into a perimeter steel C -channel frame. The test panel contains three 4 x 8 plywood panel with the interior C - channel welded at 1/4 points. The ends of the panel are held down to a concrete foundation through a steel post which in turn is anchored to the foundation with a 1/2" x S" Hilti expansion wedge anchor. 11.2 Transverse Uniform Load Test:The average ultimate load for the transverse uniform load test is 217 pounds per square foot (psf). Since the panels will be used for non - habitable construction, the normal deflection limit specified in the code should not be imposed. NOTES RESIDENTIAL 040-100-1 5 RITZ, GA YLE 1-081 4g�l NIKKi CREEK, DURHAM { CONTR: FOX COMPANY j FIRE SPRINKLER SYSTEM 4 � II SPECIAL CONDITIONS II SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER s t JOB FINALED Signatur� CHECKED BY V=OK 0 = Not OK - = Not Applicable = Not Ready , MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"tt./ ' PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date . Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances S. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carpons; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels, Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip, w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit i 9. Health Department Approval j 10. Plumb.; Cir. Test -Water Supply Test r 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card.B-1 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (E Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el-Blockouts- Wrapped 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists- Vents- Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Commentsdt 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting. -Ring. 48, Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Botts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Inf iItration-Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date I Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Dale Card B-1 Date Card B-1 Commentsdt Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA 9 (530) 891-2751 7 County Center Drive * Oroville, CA * (530) 538-7541 CORRYTION NOTICE A 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 cont ct this office immediately. &1;A1> 411 r Date Inspector REV 10/92 7 a -�- �+ -' --+• • �..r =res—zv iT,.7� s'x`'. "+fib' 5 . •COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 - a 4 CORRECTION NOTICE 'r 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 co ct this office immediately. , -:f '-V C /' ! Uri(l iN/tell' g�w Af 'ra Scr— r`f 5 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: DATE: -A 0 / - 01511� , ENVIR. HEALTH, CHICO RELEASE ENV. TH HOLD ON BUILDING FINAL FOR: OWNER NAME:QV/K'— �� �� SEPTIC: � WELL: AP#: /�ZADDRESS/LOCATION: C`���� Comments: GL/memos/releasehold COUNTY OF BUTTE DIVISION DEPARTMENT OF'DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)1538-7541 CORRECTION NOTICE rWl-1-2- 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. �a a...rs�9 asr.,j,'y�,�zz��t-:i�+'4.�"�ii:�'+,-:��'"pier:?.ins-""''...�—.e•......-+^-�'f..i-.�{-�_,+ COUNTY OF BUTTE > r: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 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 /I j CO.UNTY.,OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINCI DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 -7541 PERMI No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-100-165 ZONING BUILDING PERMIT OWNER FRITZ GAYLE: TELEPHONE - SO. FT. OCC. BUILDING VALUATION 5521.00 . OWNERS MAILING ADDRESS 555 FLYING CONrRACTOR'S NAME FOX COMPANY TELEPHONE CONTRACTORS MAILING ADDRESS 3995 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 81.00 AfqHdIECT OR GINEERS MAILING ADDRESS Plan Checking Fee $ 52.65 BUILDINQ SS -//1{ Energy Plan Checking Fee $ PERMIT FEE $ 153.65 LOT SUBDIVISIONS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New' Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: FIRE SPRINKLER SYSTEM Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2p.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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.POSINGLE 3 �L ! 4/ L" License Class e / Lic. No. G,E7 7@97 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. DWELLJNG OCCUP. OR ADDNS.NEW ( a ACC. BLDS. SO 3.5�F7. RESID. MULTI -OUTLET @7,50 a OUTLET CIR.WER APPARATUS Ex. Occup. OUTLET OR FD(TURES 20 p 1 ao BAL p .SO Ex. Occup. oLInE°s Aalo.°FR.A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier c'VVzP1 Policy Number 272 UN 23 (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 forthwi comply with thW provisions. X Date // D Signature of Applic t ner WContractor ❑ Age An OSHA permit is required or excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 153.6 HAZ. D FEES 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 indicat above for 4ich fees have been paid. By /�`� - Date o/ PERMIT EXPIRES ON 7 Zd ®7/ OB1e ReceiptNo. ����/,S/1 S2 �S WHITE-D.D.S.-B.D. t R PINK -INSPECTOR GOLDENROD -APPLICANT 4,.., r z. tOUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: A/ � ASSESSOR PARCEL . ER: li zf) --�� Proposed Building Use:� / W / L- /LBuildmg Inspector: Date: f �_(V� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: �� Date Received By Q7 All items have been submitted .----------------------------------------------------------------------7-------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ E16. ----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $ ----------------- ------------------------------------------------------------------- El 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- Ell 3 -------------------------------------------------------- ❑13 . Flood elevation certificate. ----------=='-r---- '-------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 1119. ---------------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy).----------------------------- 020. --------------------------=❑20. Pre -inspection for required. Request to Building Inspector on (Date) p21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carrier and policy number.----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 026. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.-----------------------------;----------------------------------------- Y ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: -------fit When you you issue the perrmt, prq as follows 11Mail to owner, ❑Mai to contractor. 3 Telephone 0and hold for pickup at� office. 11 Deliver with inspector. Ho )r- C v Applicant: �"' "\ 1"""'i Date: �✓ U Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin Dn counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. Please complete the following Wotmation in order to process your submittal. If this form is not and legible. it may cause a delay in processing. Owners Name: a i � r 4L Received By: Date: 2-� IZ A.P. �: VO- /00 -06 S Permit Purpose of submittal: 10 Permlt Application Data Item Q Engineering 1Q Pl Revision Requested by Building Inspector or Correction Notice - Inspector's Name: °t -v' 113 Requested By Plan's Examiner - Examiner's Name: Fib I0 Other: if you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisit review. If engineering is involved in this revision, the engineer must put his requirements on these dr- stamp and sign the drawings. Include two (2) sets of wet signed engineering. $wised drawings mustc1� When Approved, Process as Follows: Cl Mail to Owner at this address: O Mai I to Contractor at this address: O Call 17i �� �T _and hold for pickup at the O Chico Office O Oroville C 17 Deliver with next inspection. Revised Plan Check Fee: O S46.00 Additional fees may be due Add i c conal Fees: Receipt b: C7 Additional Fees Nor R based upon complexity And time involved to process this su Receipt I: Pe -on01 -ON ; � la- FtUtKALtMtKUhNL;Y MANAUhMtNI AUt:Nt;Y NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on Daaes 1- 7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number GAYLE FRITZ BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 1893 GARDEN DRIVE CITY STATE ZIP CODE DURHAM CA 95938 fax Parcel Number, Legal Description, APN 040-100-065 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.##' or ##.#f#!##) ® NAD 1927 ❑ NAD 1983 ® USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNrIY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE BUTTE COUNTY, UNINCORPORATED AREAS 060017 BUTTE CA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL accurately represents the building, provide a sketch or photograph.) B9. BASE FLOOD ELEVATION(S) NUMBER B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone A0, use depth of flooding) 06007CO520 C 618198 618198 AE 175.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. A. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARIAE, AR/A1 A30, ARIAH, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum YES Conversion/Comments _ Elevation reference mark used YES Does the elevation reference mark used appear on the FIRM? ®Yes ❑ No Q%g f ESS/04( C3 a) Top of bottom floor (including basement or enclosure) 172. 0 ft.(m) �� ql E. ❑ b) Top of next higher floor 176.2 ft.(m) ��Q �S��V X118 ❑ c) Bottom of lowest horizontal structural member (V zones only) o o F9r T ❑ d) Attached garage (top of slab) 175. 2 ft.(m) E 1' No. 31689 ❑ e) Lowest elevation of machinery and/or equipment v servicing the building (Describe in a Comments area) 175.0 ft.(m) E cc ❑ f) Lowest adjacent (finished) grade (LAG) 172.0 ft.(m) Z m (P CIVIC �Q �rF. ❑ g) Highest adjacent (finished) grade (HAG) 173. 0 ft.(m) 0 C IFOP� ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 3 J ❑ i) Total area of all permanent openings (flood vents) in C3.h 2700 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER WESLEY E. GILBERT R.C.E. 31689 TITLE COMPANY NAME PRINCIPAL GILBERT ENGINEERING ADDRESS CITY STATE ZIP CODE FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: ,'BUILDING STREET ADDRESS (Including Apt, Unit. Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 1893 GARDEN DRIVE CITY STATE ZIP CODE Company NAIC Number DURHAM CA 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. GUMMENTS C3. -el AIR CONDITIONER PAD ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crn) ❑ above or [:1 Wow (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME WESLEY E. GILBERT ADDRESS CITY STATE ZIP CODE 70 DECLARATION DM SURf 101 CHICO CA 95973 SIGNATURE DATE TELEPHONE 8/1/2002 (530) 8939503 COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local oi6cial who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Semon E for a building located in Zone A (without a FEMA4ssued or communityassued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE NAME TELEPHONE NUNAIIJKE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS 679t Fr i�z m k PLANNING DIVISION -BUILDING PLAN AO � APPROVAL ., 7 -3i -d1 Use: Date: Parking: Landscaping: Signature: v� Cl - ;. C DESIGNED BY : ZJS, Engineering Services Inc. 350 S. MILLIKEN AVE., SUITE A ONTARIO, CA 91761 PHONE: (909) 974-4150 FAX: (909) 974-4153 FOR : BARNMASTER, INC. P.O. BOX 880, LAKESIDE, CA 92040 619-390-6000*FAX: 619-390-6009 © (Copyright) 2000 CONFIDENTIAL - THIS DOCUMENT.AND THE INFORMATION I ( CONTAINED HEREIN ARE THE PROPERTY OF THE ABOVE MENTIONED COMPANY AND CAN BE USED ONLY Y THEAND B A R N M A S T E R' I N C, • ON THE PLANS ORMTHEY ARE THEER THEY ADDRESS SHOWN PROJECT GAYLE FRITZ LOCATION CHICO, CA DESCRIPTION : 12' GABLE BREEZEWAY TYPE OF OCCUPANCY U-1 TYPE OF CONSTRUCTION : �. V=N, ONE STORY, APPR. 13'-3" HIGH ' FLOOR AREA: 1440 FT 2 r k GENERAL NOTES : TABLE 'OF CONTENT THESE NOTES SHALL APPLY UNLESS SHOWN OTHERWISE ON °LANS. 1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNI! -.)RM BUILDING CODE, A.I.S.C. AND/OR THE LOCAL EUILDING CODE . C-1 COVER SHEET 2. DESIGN SOIL EEARING PRESSURE VALUE IS 1000PSF FOR DEAD LOAD PLUS LIVE LOAD. FOUNDATION DETAILS SHOWN ARE BASED ON MINIMUM CODE REQUIREMENTS. FOUNDATION IS SUBJECT TO APPROVAL BY LOC.-'!- ENFORCEMENT AGENCY DUE TO SPECIAL SOIL AND/OR SITE CONDITIONS PRESENT. S-1 FOUNDATI0N/FL00R PLAN 3. ALL DIMENSION ARE TO TIE CENTER LINE OF COLUMNS/WALLS. ALL FOOTINGS SHALL REST 12 IN. MIN. BELOW NATURAL GRACE AND FINISHED ` .GRADE. WHICHEVER IS LOWER. ALL FOOTINGS SHALL REST ON F:3M, UNDISTURBED DEPTH MAYPRESENTSHALL CONSULT ERECOMME 'MS NT O S-2 ROOF FRAMING PLAN WITH LOCAL a 'OST ILDINGNE DAB ONLE DEPART.MENT AS REQUIRED DEPTH OF FOOTING. 4. CONCRETE SHALL HAVE A ;AI`;MUM,STRENGTH OF 2500 PSI 0 2S DAYS USING AT LEAST 5 SACKS OF CEME:<T PER `YARD AND NO MORE THAN 7 1/2 GALLONS OF S-3 SECTION /ELEVATION S WATER PER SACK OF CEMENT, 5. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND IN ACCORDANCE WITH , THE LATEST A.W.S. SPECIFICA7;ONS. CONTINUOUS INSPECTION WILL NOT BE ' REQUIRED SINCE WELDS WILL BE LESS THAN 5/1,6" SINGLE=PASS S-4 FOUNDATION DETAILS FILLET WELDS. (SEC. 1701.5 CF U.B.C. 1997 )f NO,;FIECO'%WELOING: 6. ALL STRUCTURAL STEEL M'EMB=RS SHALL BE GALVANIZED, UNLESS NOTED OTHERWISE ON PIAN. S-5 ROOF FRAMING DETAILS 7. ALL SELF -DRILLING SCREWS SHALL BE 'TEKS" AS MANUFACTURED BY BUILDEX, OR EQUIVALENT. 8.- NO STRUCTURAL MEMBER SHALL BE CUT- FOR PIPES, DUCTS, ETC., UNLESS SPECIFICALLY DETAILED. s _ 9. MATERIALS ��• ASTM DESIG.: MIN:MUM YIELD (U.N. COLD FORMED LIGHT GAGE SHAPES A570 Fy = 55. KSI ROOF AND WALL SHEETING .. A446,A792 Fy = 50,80 KSI STRUCTURAL STEEL PLATL A572 OR A36 Fy = 50. KSI ' ROLLED MILL SHAPES - "1, A36 Fy = 36. KSI BRACING- ' A36 Fy - 36. KSI •;.. MACHINE BCLS T' .' ', A307 Fy = 36. KSI OF'EQUAL. OR • c -_R GRADE, MAY BE SUBSTITUTED FOR MATERIALS ' _MATERIAL SHOWN. .�y�,+ •. - 10. THE CONTRACTOR SHALL VE R;:' ALL CONDITIONS AT THE JOB S iE AS SHOWN ON, THE +. DRAWINGS. SHOULD CCNCIT; :NS EXIST WHICH ARE CONTRARY TO THOSE ON THE _ + PLANS, NOTIFY THE ENCIVE_e BEFORE PROCEEDING WITH THE WORK. 11. IF EXPANSIVE- SOILS ARf ,_:.NC,OUNTERED ON THE JOB SITE - THE ENGINEER OF' REG.^.R1_ SHALL BE NOTIFIED IMVEOIATLY t I Sit I DEP ARM r a, A V 1 1{1[jjj ESSIOAl Q�Of LOADING INFORMATION �(V OS BORO Fy '' 2.5 PSF 0-7- o - DEAD LOAD : .r ) LIVE LOAD 2O PSF'*. LIVE- 54869 rn SNOW LOAD '•: 0 PSF ' • w E .6/30/2004 WIND LOAD-.': „80 MPH EXP. C iL 09-27-2000 SEISMIC ZONE `4 - ��q CIV 1 rFOF CA1�f0� p $;o N IfIF A oe p s>a� _z nn W r=1 a A—<M C •m v m C z C e .� M - W N 3� N y z, zc i w W w N0) 3:CIE J (n W W (y U L`I (� U = i O z U u F a � C wvau wrt 9-1J-2000 sc L NONE 12724-00 UC�1"J_ FOUNDATION NOTES 1 40'-0" C/C OF COLUMN 5 8•-0„ O 8'-0- �. 12'-0" `-_/ 12'-0" FOUNDATION/FLOOR PLAN y Y� r� 9 ALL DIMENSION ARE TO THE CENTERLINE OF COLUMNS/WALLS. 2 TOP OF ALL CONCRETE TO BE AT THE SAME ELEVATION. 3 DO NOT CUT OUT CONCRETE AT DOORWAY ! COU" SUILDING DEPA 4 P's., H kr . r - , EDi J FOOTING SCHEDULE 1 TYPE ` _ SIZE ANCHOR BOLT (1) 1/2' KB -II CARBON STEEL 1'-0" WIDE HILTI,INC.; iCBO REPORT NO. 4627 O DEEP 3.5" MIN. EMBEDMENT OR EQUIVALENT (3) 1/2" 0 KB -II CARBON STEEL 1'-0" WIDE HILTI, INC.; IC80 REPORT NO. 4627 O3.5" MIN. EMBEDMENT 1'-0" DEEP OR EQUIVALENT O Nps Bp,QO C F2 C U7 ✓ 1 "�' �1 54869 rn E .6/30/2004 4L 09-27-2000 C 1 V 1 rFCF CA��Fp� z g C` o J N W C Z Nm O �mQj� Q C Z U Q N U U z o `u C c mmwf ou[ a. m 9-i3-2000 ow...n NV AS NOTED 12724-00 S-1 2 OF 0 SHEETS 2'-0" MAX. OH. O m x D - � n 0 0 z ` * REGIST�,R�o 0 m o� O I in N rO Ul rn r r No "(o �p o Q O O O .O 2i33N���� 36'-0" C/C OF COLUMN 12'-0" ® 12'-0" © 12'-0" 2'-0" MAX. OH u IP O U In V q PROJECT: ^ Bw1wTCJt MC. 67 6 GAYL.E FRITZ ZJS Engineering / \ •.D. DD= BBO. wtES�DE. G 9aBw o^ � N n 12' GABLE BREEZEWAY. / h \ AC.,,,;ght B1. _2000 o. A Y Services Inc. © (Copyrlghl) 2000 1 C) Y LOCAOON: CHICO, G a iV o o j t1tlE: cr .win �rNu, w Mvwl. a Mt 350 S. VIW=EN AVE. SNIIE A 4ON1AR10. CA 91781 .sort vUrc•en m".Nn uo w 4< �w ROOF FRAMING PLAN c ) BARNMASTER INC. " ""SCRnt""'�"`""" � 9 1'HUNC: (909) 971-1150 (A%: 90Y 871-1155 1 Bn�n¢ oyn5 09 nd AVL WO REGISO . O `O 71 `0�O ^, -P, \ N TTS D II O CD N T O N� �O O O O ^Z 2133N���� �r al h J o r fs a --ro 3 0 B'-9' w _ n I" sc 0 c � i 0 13 IT h J o r C a 3 0 z 1 o� xP A O vl0 O w _ n I" sc 0 c � i 0 13 IT h J A �S PROJECT: o 9 CAYLE FRITZ ZJS Engineering �'_;�°`s�° + 12' CABLE BREEZEWAY. / I� \ ©(Copyrl9nt) 2000 Lowom CHICO. CA .Services �nC. u.° M AJfNW.* T 0 O N ITME: 3.0 S. OIWKEN AVE. SUITE A `U,i' �. w vlvN el lvsm q SECTION/ELEVATIONS ONTARIO. EA D1761 PHONE: (909) 974-4150 FM:(909) 974-4153 BARNMASTER,INC. �•I� „°; °.E: N� `�" •"� CONNECTOR COLUMN TYPO WALL PANEL BUILT-UP WALL PANELBUILT-UP WALL PANEL + INIERSECnONS T SEE.® E SEE. e6 FOR CONN. SEE �1 [ z" . 1-1/2" . u GA. [ z' . ,-,/z" . 12 CA. 26 GA. 7A. SHEET METAL BAIRN CALV. CONNECTOR CALV. CONNECTOR WALL COLUMN, TYP. COLUMN, fYP. 26 CA. U4 SHEET METAL 8' I J/B" I4/0 C -D J PLACES INTERIOR PLYWOOD ' t• J/9' 24/0 C -D / INTERIOR PlYw000 CONCRETE SUB / WHERE PLAN SHOWS I �rl�l-Tff' IjI Q jl m ISI 'll — L- EMI • r ,; x [ 2' x 1-1/2" x 14 GA. #12 TEKS O J PLACES (2• a t-1/2" a 14 CA� !12 1TKS O J PLACES [ 2" . :-1/2" . 14 GA. O PERIMETER OF WAIj, 0 STEEL PL WELDED i0 O PERIMETER OF WALL 0 STEEL PL WELDED TO 0 PERIMETER OF WALL I/2' C -D n J EXTERIOR PLYWOOD INTERIOR OF CONN. INTERIOR OF CONN. FOR ANCHOR 512E vt ( 2" . 1-S O . L CA. 1 2' C -D COLUMN. WLUMN, SEE SCHEDULE O UPRIGHTS OF WALL EXTERIOR PLYWOOD FOR CONN. SEE { - } 1/2' o WELDED NUI ' 2" A 1/2" x 16 GA. 1/2- o WELDED NUI R4 REBARS O J LOCATIONS PER WALL C_VER PLATE w/ 0 3 LOCATIONS PER WALL ( 2 " 1/2' . 16 GA. COVER PLATE •/ SEE SCHEDULE PANEL fYP. /12 TENS PANEL TYP, 112 TEKS FOUNDATION BM—F02 BM—WC01 BM—WCO1 BUILT—UP WALL PANEL BM—WC03 BUILT—UP WALL PANEL BM—WC04 1 SCALE: NONE 2 WALL INTERSECTION DETAIL SCALE: NONE 3 WALL INTERSECTION DETAIL WLL NONE 4 s. NONE SCALE' NONE DESCRIPTION MAKE—UP DETAIL MAKE—UP DETAIL [ Yn-1/2'724 cA tat -3/S' 141 3 e' CONNECTOR 'CLUMNL 2• v 1_1/2• AIit CA [ 2•.1-1/x'. 2 OA FULL LENGTH ( 2" A 1-1/2' A 16 GA. EXPANSION SOLI BACK-TO-BACK TO FOUNDATON TYP. AT CONNECTOR COLUMN 49 1/8' 43 J B" 49 1 8' 1" PLATE UNDER THE DIRECTION. OF RONALD .I.OGWA, PE., OOR TRAC% /2' + = TYP. COVER PULE WEL^•_3 NUT DOOR 4,1B-1751 [2"a1/2'A16 G TYP. 1/g• CONNECTOR COLUMN o, IW. I BM—FC01 7 [ 2" • 1-1/2' a 12 CA 8M—FC03 ALL JO NT 112 iFJIs o 3 PLACES '8M—W01 FOR THE MAKE-UP OF THE oN� ¢Vn BM—W02 o siLF1 PL WELDED 70 CURB CONNECTOR COLUMN SCALE: NONE SCALE NONE INTFAIOR Of CONNECTOR - SEE DETAILS r7`\ CONNECTION DETAIL COLUMN MAKE—UP DETAIL a to DETAIL oQ 0 /2' • A -30T CONNECTOR COLUMN Q 1 4 PLATE TYPO WALL PANEL / 2' 1 B" v 2' AL BASE OF' I/B" INTERSECTIONS 3 FOR CONN. SEE MACHINE 1K%15 0 3 PLACES CONNECTOR COLUMN WE w 721/1 -I AI TFJi OOR 2' a 1-1/2' 14 GA WALL PANEL TESTING BY RAMTECH UB.INC. OF wALL FULL LENGTH ICL SLOTTED In N0. HER OA 293 [ IYPMOLE 49 1/8' 43 J B" 49 1 8' TYPICAL At UNDER THE DIRECTION. OF RONALD .I.OGWA, PE., OOR TRAC% /2' + = WEL^•_3 NUT DOOR HCA�� o, IW. I BM—FC01 7 CONNECTOR COLUMN 8M—FC03 ALL JO NT BUILT—UP WALL PANEL '8M—W01 9 oN� ¢Vn BM—W02 A CURB CONNECTOR COLUMN WE w 721/1 -I AI TFJi OOR 2' a 1-1/2' 14 GA WALL PANEL TESTING BY RAMTECH UB.INC. OF wALL FULL LENGTH ICL SLOTTED In N0. HER OA 293 [ IYPMOLE WALL PANEL .-\ 8 ' 31 S 49 1/8' 43 J B" 49 1 8' TYPICAL At UNDER THE DIRECTION. OF RONALD .I.OGWA, PE., OOR TRAC% WHERE OCCURS = w/ SLIDING DOOR p o, CONNECTOR COLUMN BASE I BM—FC01 7 CONNECTOR COLUMN 8M—FC03 S BUILT—UP WALL PANEL '8M—W01 9 oN� ¢Vn BM—W02 A CURB BM—F03 SCALE: NONE SCALE NONE ALL, NONE. - SCALE: NONE CONNECTION DETAIL MAKE—UP DETAIL to DETAIL oQ CONNECTOR COLUMN Q 1 4 PLATE TYPO WALL PANEL / •. INTERSECTIONS 3 FOR CONN. SEE 12' x 12" x 4' PEDASTAL 2" x 3" x 14 CA, 92 t/2" O BFT. PANEL ` r '\74T WALL PANEL .-\ 8 ' 31 S A cm C C — 21 W v N 3� N (A Ng' N J a W P Q W CC z CGO 0 K J a [--Q W (y z ^ x :D v O Z [y U O a � avecNL an a4 In WewnrL DAR 9-13-2000 ow.x RW AS NOTED 17724-00 HS -4 "3 OF B SHEETS TYPICAL At UNDER THE DIRECTION. OF RONALD .I.OGWA, PE., WHERE OCCURS NON STRUCTURAL CURB CONNECTOR COW— ICBO N0. AA -611 ' 6 CONNECTOR COLUMN BASE I BM—FC01 7 CONNECTOR COLUMN 8M—FC03 S BUILT—UP WALL PANEL '8M—W01 9 STALL FRONT DETAIL BM—W02 A CURB BM—F03 SCALE: NONE SCALE NONE ALL, NONE. SCALE: NONE SCALE: NONE CONNECTION DETAIL MAKE—UP DETAIL I DETAIL oQ CONNECTOR COLUMN Q 1 4 PLATE TYPO WALL PANEL / •. INTERSECTIONS 3 FOR CONN. SEE 12' x 12" x 4' PEDASTAL 2" x 3" x 14 CA, 4' OPT. FULL SLAB 0 In x I FOR ANCHOR 512E a SEE SCHEDULE SUILDING ®�� FOR CONN. SEE REBARS SEE SCHEDULE� .p} P j{CYC FOUNDATION 8M—F07 B DETAIL SCALE: NONE "' 1 y j Q'OVESS�pNq oS �Rp Fy � Z p. 54869 E^ P E E .6/30/2004 09-27-2000 C 1 V 1 \. ��\P Or CAUF� A cm C C — 21 W v N 3� N (A Ng' N J a W P Q W CC z CGO 0 K J a [--Q W (y z ^ x :D v O Z [y U O a � avecNL an a4 In WewnrL DAR 9-13-2000 ow.x RW AS NOTED 17724-00 HS -4 "3 OF B SHEETS I Ng Ls g g PROJECT: GAYLE FRITZ ZJS Engineering F f J. bb4e vw[SN[. lb Yt0.4 +� z g 3 oe 12' GABLE BREEZEWAY. / h \ © (Copyright)Y 2000 LOCATION: CHICO. CA Services Inc. _ CTI �I () tJ pY44iu n6 fiAYGi up M NW,WU O N TI ITS, _Aub(D nTpp. NI[ iFL P90PfA1T M ib[ = ROOF FRAMING DETAILS .730 FU , CA 91 AVESUITE A ONTARIQ L 9N AVE.A •ba:[ Y{wA:nlD C4Y.Ayi wa [u K u_E 7 PFK)NC (909) 971-1130 fA%:(909) 971-4133 BARNMASTER,INC. 9„•>x,.,� "'°" (Y - Gale G,t- , 559 F7L l V,� v el+ �V" v,rin CA 17r..r39 PLANNING DIVISION -BUILDING PLAN APPROVAL P3 Use.: Date: -7 Parking: Landscaping: - Other:��� 'AE lsn��Q_ Signature: ,_ QroPoK� • � CIS) �JE�_��I � PC, Li ! FiN . Ft.K 176.0 ►,,a . G v Farl.J p.Y ....� 0 172 o G GVr COCsF OL P/\YTr1G%-ii I �,. r � In ' _ .... -- .� I I D I D L4 P -J 172 o G GVr COCsF OL P/\YTr1G%-ii I