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047-480-019
47-48-19 92-840 BPEM .SIMMONS, Randy & Melodie X36 Donald D Chico new sf 047-480-019 94-0508B SIMMONS, RANDY & MELODIC 230 DONALD DR., CHICO IST RENEWAL BP#92-840 047-480-019 PERMIT 95-0372- SIMMONS, Randy & Melody 230 Donald Dr., -,Chico 2nd Renewal of P#92-840 047-480,019 PERMIT#96-0 13 SIMMONS; Randy &.Melody 230 Donald; Dr. , Chico . 3rd Renewal BP#92-840 047-480-019 PERMIT#97-0 35 } SIMMONS, Randy & Melody 230 Donald Dr., Chico 4th Renewal BP#92-840 047-480-019 PER IT#98-0469~ SIMMONS, Randy & Me die 230 Donald Dr., Ch•co 5th Renewal BP#92 840 047-48-0-019 99-0499 B n SIMMONS, Rand & Melodie 230 Donald D Chico ((6th renew 1/92-0848) 047-480-019 V`I -TO -%F 13 SIMMONS, Randall & Melodie e3e?, Donald'Dr,_Chico Ag Exemption Permit -7TFrse—barn, feed, tack "room 4 IDENTIAL__ 9 EM 47 48 19 .I v , S3MMONS,. -Rand-Y—& Melodie Donald Dr , Chico new Sf . r OLD A elael y G s d Ao '�/��•►�1-�/l/ 9 � /' Vii✓ c -- OFFICE OFFICE COPY i Address l 'GAS' ' f Meter By Date t R ELECT Meter By Date ` { GAS ---� Meter By Date ELECTRIC Meter By_ ZJ jljo—, Date r ' JOB�FINALED (Date) Signature Noi = t OK j NotNo Applic Readyable MOBILE HOMES ► ` MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except H's 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O Concrete 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete Shthg.-Rfg.-Bracing 6. Gas; Location -Test -Wrap: , P11t. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ 7"L" ft./ /"LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 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 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (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, Distances-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-Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1J=OKr 0=NttOK' Not = Not Readyable RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except 4 oning-Setbacks- Easements- Flood -Slope Ftg., Main; Soils-Elec. Grnd.-/l /- Fig. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth _ Ft V. . orches & Decks; Soils -Steel-/ /Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped to alts, Garage; Steel-Blockouts-Wrapped a. Hold Downs and Special Anchors lab; 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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except a's 16. ater Htr.: Vent -Access -Combustion Air- Baffle Pipe: Test & Anchor -Nail Protection LB!D.W.V.; Test -Fittings & Anchor -Nail Protection Shower Pan: Test, First Floor -Tub Access __--- --- ----- �!fest Tub & Shower, Second Floor -Tub Access - -------_—as Pipe: Size & Anchors ------------ - - --- --------- ---- -- - Date Z ZS -Cy Card B-1 Date Card B-1 ----------------------- ---------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except Ws -QQ-•Frxture & Transformer Clearance -Ins. Protection ------------------------ --------------------- -------------------- '3E�fffc. -Receptacles Spacing -Lights & Switches at Doors e4!S�ze boxes & No. of Conductors -Stapled ------------ ---- ------------------------------ mex Installed Close to Edge of Studs & C.J. 20. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water----- -- ���p�liance CircuIs in Kitchen & Conductor Size/GFI 22jSLbfeed Wire Size /ZLga. Cu o A.C. Wire Sizer ! ga. Cu or Al --------- ---�-�-�----�-----�------- -- ---- ---------------------------------- Circ. --- ---------- - u -- -- ---- ---- 27►fT<Ir1ge Circ. yC� Cu r AI -Oven Circ. � g Insulated Neutral Q-Y� 0 No -Service-Riser Conductors noun Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. ---------------------- -- - - - - - -- -- - ----- -- -- - - ---- ----------------- - -- lo Clost Light -Shower Light -Spa Light --------------±---- ---- ---------- - --- - ---- ---- - --------- - - moke Detector ---------------------------------------------------------------------------------- ----------------------------- -- --- - - - - -- ---- --------------------- ---------- Date2-2r -Q Card B -i Date Card B-1 -----------------�--------- - -------t--------------Card---------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft's A.C. Ducts Insulation & Support ------------- ------------------------------------------- ---------------------- - int Fan: Exhaust above insulation -------------------------------- densate Drain & Overflow: Size & Grade 3 nance-Vent: Access -Comb. - Return Air Vent -1 --------------------------------------------- - 5M_AAFie-Xcdess & Platform if Furnance in Attic ------------------------------------------------------------------------------------ ------------------- ---- - - --------------------- ----- -- --- Date .-- .25 -1.-r- Card B-1 Date Card B_1 --- -------- - - ------ Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except Ws 3 ------ ils. Proper Material & Anchors d -Nailing. Spacing & Bracing -Plates -Sound q�-- - - - --- __u�s--- ------------------------------------------------- 4 Bei/ ar Walls over Girders & Floor Nailing --- ---- ;:.-- - ------------------------------------------------------------ t -Stop -in--Walls (rat - proof) --------------------------------------------------- ----------------------- ------------ _Fire S Furred Ceilings -Stairs -Chases -Tub eaders & Beam -Size & Bearing Date FR MING (Continued) ers-Post Caps-Anchors-Connecto In . Joist-Rftr. ties-Purlin-roof Bra -Tr s hthng.-Ring. --NZR'e- ireplage Ties or Type A Flue -Fireplace roat clearance 4�5�dLC Access; Size & Romex Protecti tin Draft Stop -Ins. Baffles rmm. Windows or Exiting Door Sill H t 8 Dimensions - - ----rage Fire Protection Framing L�s� _ •.,51 -Property Line Firewall & Openings ------- - xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits -- -- I fairs_Width-Headroom-Rise-Run-Landing-Fire Protection -- - mood on Roof Overhang -Attic Vents -Rafter Outriggers ding -Nailing veneer .5e. -Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 lazing Area -Glass Protection -Skylights -Plastic -� 58. Sh — ails; Nailing- • is Insulation -Walls -Ceilings ---------- ----------- 60. Infiltration -Walls -Windows ------------------------- Date r f Card B-1 Date Card B-1 Date and B-1 Date Card B-1 Date FINA (P ns) OK eNpt k's -- -- 6 S ps-Door & Sidelight Protection -Landings oke Detector --------------- --- '--- - F ace; Vents -Clearance -Comb. Air -Connector - n Garage; Above Floor -Ducts -Meth. Protection 64. Be o. Exiting . G. B th Fixtures & Tub Access -Spa --- ----- 6 E -im & Subpanel; Breaker Sizes & Labels 6 irs ails _ - - -- Fi place or Stove: Clearances -Hearth Ele lets at Wood Panel: Int. & Ext. - 7 i i t_& Appliance; Grnd.-Air Gap -Cooking Clearance r.• 71. c. Outlets & Receptacles at Kit. Counter 7,2' rage Fire Door: Swing -Landing -Closer - 7 A Duct in Garage -Damper ---------------------- -- ------- ------ --- ---- - - - ------------ ---- 74 Wtr. tr.: Vents -Clearance -Comb. Air-Connector-P.R.V. . Garage: Above Floor-Mech. Protection ----- - 7 P'' Elec. & Mech._Equip. Listed for Location) - 7 . &ation- Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7 Foam -Looked in Attic 0 Yes ---_-----Rails & Deck Construction -Post Caps 79 d dents & Crawl Hole Door -Drainage & Wood -Earth earance Looked under Floor Yes - - ----------------------------- 80. F flowing instld.: Drive C1Yes ❑ No: Walks O Yes ❑ No; 11 anters 0 Yes 0 No - 81. Stucco Brown -Finish - 8 A.0 Unit: Disconnect. Electrical, Plumbing 83 Zen Above Roof; Plbg.-Appliance-Fireplace.-Clearance to - - - emngs --- - 8 .Water Well; Disconnect, Electrical, Plumbing 8yt ter ior Elec. Trim; G.F.I. Receptacle -Underground — d ntilation Throughout House — lass Protection ------------------------- ------------------ 88 -- - ------ k0as ections from Pre 'o s Inspections Test -Meters Ta ed; Gas=Electri — -- goJ Wirter Sewer Connected -C/O to Grade -HD Approval -- 9 E rgy Compliant Certificate -Other Certificates -- Dat'e �1 L�; Card B_1 Date-- Card B-1 Date Card 8-1 _ _ Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: RESIDENTIAL.` L a :t byes t r Lp JOB FINALED (Date) Signature COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE S * P PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. --,fir" Date Inspector REV 10/92 Giq`�,:e;'7"'Y''q`'Y�'"°:'it7�°r"��'«'�`3C�it!'3 y""'�T; "'.s.�7F'�SiG.Y` :f`k i►.:-'� +�sa.�S4Wi"+..F n r: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES _` 411 Main Street • Chico, CA • (530) 891-2751 �! 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER :�., PERMIT NO. r, 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 additioriafexplanation, r please contact this office immediately. dFS � f - �E \Y � w j' i.w f� f% 4t i:. 4,y i -F Date C L 1_�2�j0 `- Inspector a `i. REV 10/92 �Nt' 5�. n �.._.y+ r^ :."'Yji' Y,yv .i.}a.-7„�.. ti � _ .�. {,n^.r^':-,.c�..:Y�r^'�, �....-•- � L.?�-y :_ _ -„„--w . COUNTY OF BUTTE BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE O/adess PERMIT NO. Aion indicates that the following violations of butte county Ordinances exist at the and sh uld be .corrected. Please notice this office when correction of work is cu ha a any questions pertaining to this matter, or need additional explanation, phis ffice immediately. v�7` Ar,4/L i Q��ctis .�T I(AV 7-S-9 1110141 P(ZUur d4 S Jv��c2- C�;�s r3o�D &oj �CLo�u 1Kr.(Lh4!5 (A D Date 2 2 �'—qq Inspector REV 10/92 INSULATION CERTIFICATE, IC -1 umper ano Street Description Eof FInstallation1. ROOF���'� ��� Material - Thickness (inches) 2. CEILING qty S'/ c/ Brand Name C';� -d Thermal Resistance (R -Value) Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance (R -Value) Loose Fill Type Brand Name Contractor/s min installed weight/ft' Ib Minimum thickness ' inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value) 3. EXTERIOR WALL Frame Type 7— A. Cavity Insulation Material r? s5 -- Thickness (inches) f �z B . Exterior Foam Sheathing Material Thickness (inches) Brand Name 00 94 Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) 4. RAISED FLOOR Material 1! f' Brand Name Thickness (inches) Thermal Resistance (R -Value) 5. SLAB FLOOR/PERIMETER Material ( Brand Name Thickness (inches) Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) ' Declaration Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy E ' iency Standards for residential buildings (Title 24,,Part 6, California Code of Regulations) as indicate on the Certificate ompliance, where applicable. Z lx4�r m� ��"�- Vol tem #s Signature, Date Installing Su5contractor(Co.Name) General Contractor (Co. Name) OR Owner Item #s Signature, Date Item s Signature, 'ate Revised July 1995 Installing Subcontractor(Co.Name) General Contractor (Co. Name) OR Owner " Installing Subcontractor(Co.Name) General Contractor (Co. Name) OR Owner COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMI NO. (Rev. 12/96) APPLICATION AND PERMIT z 99 -C-6v ASSESSOR PARCEL NUMBER 047-48Q-019 ZONING (�R3 BUI ING PERMIT / OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 2-30 DWAID DR Gff(n CONTRACTOR'S NAME TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 542.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ CHIM PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ]p Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New [R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 5th RENEWAL/ 92-840 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service ".."A ,'I ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is ull force aT1d effect. r _ _ License Class Lic. No. (`� OWNER -BUILDER DECLARATION 041 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. T)T► I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and olicy nu er q{� Carrier �j`� �,p�yi/o�.� moi' Policy Number (The above sections need ndt be c mple ed 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' co nsation laws of California, and agree that if I should become subject to the rk s' compensation provision of section 3700 of the Labor Code, I shall f ith comp with tho Isions. Q 41 X �Date _ !/ _ Sig ature of Applicant - wner contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( a ACC. BLDS. 3.50FT: NEWCO9 NoN•RESIIDT AULCTI OCUTLEf @7.50 POWER APPARATUS 8 SINGLE R FIXTUCIS. Ex. Occup. OUTLET OR FIXTURE 20@1.00 SAL .SO PPLNS Ex. Occup. ourELErs qE OR E& 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ _C8 CONST. PE '�TOTAL FEE $ 562.00 HAZ. D. FEE IMP FLOOD COF C HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for w 'ch fees have been paid. B ate `q PERMIT EXPIRES ON are Receipt No. 109. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT April 16, 1999 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Randy and Melodie Simmons 230 Donald Drive Chico, CA 95926 RE: Building Permit # 047-480-019 Expiration Date: 03/24/99 Dear Mr. and Mrs. Simmons: A.P./% 98-0469 With reference to -the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the categories marked below: Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original,expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. . [ J No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. (J A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the Chico office. Thank you for your prompt attention concerning this matter. MCV:ahb Attachments Chico Office - =9X1UffdW?1KR}9/891-2751 411 Main Street Yours very truly, --Mic el C. V ira, C.B.O. Manager, Building Inspection >,=dy.1eX %4x x x7AkgftgftWJR 3A7X (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 047-480-019 ZONING sr -3 BUILDINGPERMIT OWNER XB14 RANDY AND MELODIE SIMMONS TELEPMONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 8$ DONALD DR CHICO 95926 coarpAcToWlAmE TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $542-00 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 6TH RENEWAL/ 92/840 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W1 @20.00 PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 Main Service z�oo� oR o N 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.,POWER License Class Lic. No.�,}� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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 I performance of the work for which this permit is issued. 9, 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 workerp' compensation insurance carrier and policy number are: Carrier Policy Number—'r—Mobile (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers'. compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. XDate � Sig ature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service zaoA TO LOOOA 46.00 NEW CONST. DWETlING OCCUP. SO OR ADDNS. ( & ACC. BWS. 3.5¢FT. rNpµq°ESID. BRANCMULTI.OUTLET @7,50 APPARATUS 8 SINGLE OUn ET CP. e20 00 EX. OCCU OUTLET OR FDRURES @''0° FIXED AP Ex. Occup. °uT A D.°Ek 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Home Installation Fee $ Energy Inspection Fee $ occ -3 CONST. TYPE VN TOTAL FEE $ 562.00 HAz. OR FEES IMP FLOOD CDF PARCEL PO MD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Dela Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT No (Rev.12/96) APPLICATION AND -PERMIT ASSE�S9TAR��T NUMBER L� U ZONING SR-3 BUILDING PERMIT OWNER RANDY AND MELODIE SIPM'IONS TELEPHONE 345-9286 SO. FT. OCC. BUILDING VALUATION .OWNERS MAIUNG ADDRESS 230 DONALD DRIVE, CHICO CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation 1 $ ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee 2 ORIGINA $ 542.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 230 DONALD DRIVE CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 562.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF X 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 EX Describe Work: 6TH RENEWAL/92-0848 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE S 192-0469 ELECTRICAL PERMIT Filing Fee 20.00 5T RENEWAT Main Service 2°°A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Se n 7000) of Division 3 of the Business and Professions Code, and my license is ince and effect. /�/ License Class Lic. No. ( OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO tOooA 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS.3.SQso ( NEW CONST. MUL�TICou�rLS. ET NON.RESID. 97.50 OWELER APPARATUCIR.S 8 PSINGOUTLET Ex. Occup. OUTLET oRFIXTURES 20@'•O0 SAL o ,50 Ex. Occup. oFurEiETS AP ERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the _performance of the work for which this permit is issued. 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' comp s n in rancecarri�nd policy number are: Carrier 72 Policy Number 1 / ��y� (The above sections need not be cdmplet d 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' comtion laws of California, and agree that if I should become subject to the w er c ensation provisions of section 3700 of the Labor Code, I shall f h t o ply with tho ovisions. ® X �� _Date _ Sign' ure of licant - wrier D"Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 562.00 HAz. D FEES IMP I FLOOD I COF PARCEL I PD I HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date S/24/2000 Date Receipt No. WHITE-D.D.S.-B.D. CA S SSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 L/� PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT . 'r ASSESSOR PARCEL NUMBER , y J �, _07 3 BUILDING PERMIT OWNERTELEP ,e rvs ONE 3 S gz�b SO. FT. OCC. BUILDING VALUATION DINNER'S MAILING AD S8 02 3 b CONTRACTOR'S NAME w-L,.e TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace U:NDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ b-0 ARCHITECT OR ENGINEERS MAKING ADDRESS Plan Checking Fee $ BUILDING ADDRESS �/ � l Energy Plan Checking Fee $ $ L PERMIT FEE 9 (y -a IDT NO. SUBDNISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other aPEC� Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UBlides ❑ Installation ❑ Other Describe Work: • 4 -Az e t.J •: i m_1Z _S -0'* 4 a ae".:" ,,f e r $1 ^ d �}6t Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE _ Z _ [j/ ELECTRICAL PERMIT Filing Fee 20.00 Main Service "*v OR LEas 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 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 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'•D. compensation laws of California, and agree that d I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories In height. Main Service 200ATo 1000A 46.00 NEW CONST. OWEl11N0OCCUP. SO EL OR ADONS. a ACC. Blas. 3.50FT: NON-RQIO. MULTI -OUTLET @7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. EX. Occup. CUTLET OR FDCTUiIEs eAL O I SO Ex. Occup. o,JTI�Ts1P12,1o.GEX 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST. TYPE / TOTAL FEE $ FEES IMP I FlAOo I CDF PARCEL PD HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Palo) Receipt No. 5 2 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i 4 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �x 4N 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:��,,I, yDy S ASSESSOR PARCEL NUMBER: Proposed Buildir �se: „� ,� Building Inspector: Date: 7,AII permitapplicawas advised the following data must be submitted prior to permit p exam d/ r issuance: Date Received By tems have been submitted.---------------------------------------------------------- ---=--------7-------------- j ------------t- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans.-------------�-------------- ------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ------------------ -- ------------------------------ c 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! ❑ 6. Energy Design Compliance and supporting documentation. -----------------------------'--- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------- 0 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ------------------------------- ❑ 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: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). --- 1120. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 024. Letter of signature authorization. -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. ------------- 026. Letter of intent on building use. ----------------------------------------------. ❑27. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. --------------------------------- 029. 0433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows nMail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: Date: By: Date: By: (Date) 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, ❑ Building Division 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: vPllncar rn- - ..frlo..ol ...,o. ♦ Ce. .: D..:u:__ rte___.____ COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - Oroville, Nalifornit 95965 - Telephone (916) 538-754 PFERMIT No (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING—BUILDING PERMIT O NER & MEL ODY SIMMONS TELEPHONE 345-9286 . SQ. FT. OCC. BUILDING VALUATIONRANDY OWNER'S MAILING ADDRESS AVE,1505 SHERTDAN CHICO CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee '$ 542.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 230 DONALD DR CHICO Energy Pian Checking Fee $ PERMIT FEE $ 562-001 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF J] 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: 4TH RF.NFWAT,J92-840 Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800V OR LE Main Service 20.AOR.:s 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.v License Class Lic. No. 6r5 115OWNER-BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. 0 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DWEWNG OCCUP. OR ADONIS. ( s ACC. BLDs. SO 3.5¢FT; NON-RESrIDT MULTI-OCUTCEr 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURESBAL 20 p 1.00 p .50 Ex. Occup. ouT rs RE IsoOE., 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. 0° (have and will maintain workers' compensation insurance, as required by Section r 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 lo '�l�Sy.n/�% MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number -72 (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 a loy any person in any manner so as to become subject to workers' c pen ation laws of California, and agree that if I should become subject to the ork compensation recisions of section 3700 of the Labor Code, I shall fo with comply with ose provisions. Date/ " Si i nature of Applicant - wner contractor Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ oec CONSr. Tvp �.'� yv� TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PD HD SLUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By All c PERMIT EXPIRES ON I applicable provisions Resolutions to do work been paid. Date Receipt No. li-I ) WHITE-D.D.S.-B.D. CANA Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF SEVELrVPMENT SERVICES -BUILDING DIVISION 7 CountyCenter Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCELNUMeER. Q _ l- j ZONING,�S� BUILDINGPERMIT , OWNER 12 TELEPHONE SO. FT. OCC. BUILDING VALUATION �4-`. OWNERS MAILIt/! , ADDRESS I > I- // K r� 2�,,���e. CH /� i� c 9 q_0126l`(.J�' CONTRAC'TOR'S NAME , ^ // TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER EF,,,plc� LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ SyZ ARCHITECT OR ENGWEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS c> ��`�/,�lc.— Energy Plan Checking Fee $ HI6-`� PERMIT FEE S rbti LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF�uplex E3Mobilehome [3 Other `` SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other tE Describe Work: `7 �L% ��✓d'� /0 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I 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. Cl I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. SMS. SO 3.5¢1T. -..:RES DT MULTI -OUTLET ANCH CIRCUITS @7,50 PowEA APPARArus 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL O ".w Ex. Occup. DuxT,Etis AEs,D.°Pita 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 ' Misc. Wirinq 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ RAZ. °. FEES IMP FLODD CDF PARCEL PD RD I�SU� // This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date (D81e) Receipt No. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLICORKS 7 County Center Drive - Orovllle, California 960as - Telephone: 16/666.7 APPLICATION AND PERMIT ' PERMIT NO. 92-0840 --F 8 E 6 NUM1619141 047-48-0-019 ZONING SR3 BUILDING PERMIT OWNER RANDY AND NELODIE, SIMMONS TELEPHONE 345-9286 soft. FT. OCC. BUILDING 41,a5)R VALUATION 2131 5• OWNER'S MAILING ADDRESS 1505 SH RIDAN AVE., CHICO, CA 9592E 864 M `L'�/1 C 15,552 CONTRACTOR'S NAME SANTE TELEPHONE 55 1 o� S CONTRACTOR'S MAILING ADDRESS Fireplace 1 2 3,000 CONSTRUCTION LENDER NONE UNKNOWN valuation $ 2�38�872`'00 Filing Fee Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 10'$ :50 ARCHITECT OR ENGINEER NONE LICENSE NO. Pian Checking Fee ,$ 542.06 . Ener Plan Checkin Fee Energy g n $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDR Ss DONALD DRIVE, CT-iICO Permit fee $ 160,100 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 85.00 Solar or heat pump water heater 20.00 LOT NO. 514 SUBDIVISION NAME LTAGEDIRIDGE PARCEL MAP 72-67 Water piping 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SFMI Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 15,0 Mobile Home S I G I W @ 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 4BR Permit Fee $ 134.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 18.50 Main service 200ATO1oo0A) CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): y,�/� � -IJ ' am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In ful Orce and effect. �^ /J License .Jo. 7 41(tall- Classification EJ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contrac ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.8 OR ADONS. ACC. BLDGS. _37.50 3.64sq.ft. i. 17f - 70- NEW NON.R ES D CONSTR. BRANCH CIRCUITS @ 5.00 POWER APPARATUS e SINGLE OUTLET CIR. Ex. p OUTLETS OR FIXTURES 20 76 FIXED APLNS. Ex. DCCUp. OUTLETS (RESID 'ORE A.� I 3.00 Temporary service 15.00 15.00 Mobile Home Facilities 15.00t- Misc. Wiring g '15.00 Permit Fee $ - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): e permit is for $100.00 (valuation) or less. Inplaced on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating 2 1$,00 2 SPLIT SYSTEMS Cooling 2 33.00 Hood 6.50 6.50 Ventilation 4.50 13.50 permit Fee $ 86.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating00 to building construction, and hereby authorize representatives of the Countyot Butte to e r upon the above-mentioned property for inspection purposes.cc I also a -re to save, indemnify and keep harmless the County of Butte against all li il' es, judgments, c nd expenses which may in any way accrue again aid Coun que a of Ing of this permi . X Date Z Signature pp �ContractorL� Agent An OSHA permit is required for excavations over 5' ' deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection fee $ ' IC coN P , TOTAL FEE $ 2, r"}.7p HAz -.- DF IMP e % 7DF Pnq L PD This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above or which fees have been paid. B I TO PUBLIC WORKS 1 By Date PERWTE PIRES Date - Receipt No. 10981 WHITE-D.P.W.• YELLOW -ASSESSOR. PIN -INSPECTOR, GLL.ENROD-APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ` r 7 County Center Drive - Oroville,.Callfornla 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT, PERMIT NO. . 7,— �q Ka - ASSESSOR P RCEL NUMBR ZONING 5)?_ �— ;,I 6)_j BUILDING PERMIT OWNER `� D /vto,fi TELEPHONE 3 oa S0. FT. OCC. BUILDING VALUATION '2 - OWNER'S MAILING ADDRESS -5 1 DA N ,iQ-01 G 16vi 15-5-5-0— GO TO .,NAME— v� TELEPHONE e� ✓ CONTRACTOR'S MAILING ADDRESS Fireplace 0 CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ S ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee g a Energy Plan Checking Fee $ Xo, pp ARCHITECT OR ENGINEER'S MAILING ADDRESS - Penalty $ BUILDING ADDRESS Permit fee $ 167 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.001 00 Solar or heat pump water heater 20.00 NO. LOT NO. S SUBDIVISION NAME �i��Ct(3-_. PARCEL MAP 7 Z��o Water piping 7.00 r 0 0 Each qas water heater or vent 7.00 ,, USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Q Building sewer 15.00 Mob le Home S I G I W @ 15.00 �,/ TYPE OF WORK Newer Addition ❑ Remodel❑ Utilities/❑,,Installation ❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS r Main service 200ATO1000A1 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): r_1 I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.&\ 3.6d sq.ft. 3 OR ACDNS. ACC. BLDGS. / NEW CONSTRESID. RANCH TLET NON-RESI D. BRANCH CIRC ITS @ 5.00 CIRCUITS) (POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup( OR FIXTURES 20 75d RA a Ex. OCCUp. OUTLETS F!XEPRESID IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring �'; g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 5 Ventilation ' permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant - Owner 9 pp ❑ Contractor ❑ Agent ❑ An OSHA ion of structures toverr3gstories ineheighttions over S'0" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE I TOTAL FEE $2063AD HAz 1 0FEES I IMPFLOO �-- CDF PARCEL PD o IssuE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT i Z/0 7 . Sr Fo s r -�..i . / L / r t �� j� �,� r { • COUNTY OF BUTTE - DEPARTMEISIT.OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER /� �� � �/.�`^ �Loai� S//yl�f��i5 A. P .No. 7 �� Proposed Building Use Building Inspector Date �y 9 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED All items have been submitted. ........................ .. ..... Plot plans in duplicate/triplicate, signed by preparer of plans livA.: ' 'Complete plans in duplicate/triplicate, signed by preparer.of plans/nar ` 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ........... ....... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non-Heated and AC Buildings ............... 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions. �.../� .. 0. Fees of $........................ 3 q3 11. Chico Urban Area fees paid .......... .................... ... ark fees p id................................. 3 �5� School Dist/rpt fees paid ./ 3 4. Sanitation approval from Gt�� Gy Health Dep ar nt 15. City of Chico plumbing permit..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: .... 8.44 rovements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) i43 20. Pre-Inspection for required ... Pre-inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner-Builder Verification (Given to owner ❑, Mail to owner. ❑) ..... corded copy of Agricultural Acknowledgment Statement ......... a' 25 etter of signature authorizatio When yg issue the per it, rocess s follows: Mail to owner. Mail to contractor. Telephone nd hold for pickup at office. Deliver w./inspector. Other -A PC. l.Ei17 X 3 8 1 113 JPft Applicant .Date Copy of Haz-Mat form sent Health Dept. -Fire Dept. _Air Pollution Date Copy of plans sent _Health Dept. _Fire Dept. Other Date By-114 The following data must be submitted prior to permit ' su cep (Cir e n w item not checked above). 1. Index permit for above items No. / 2. Additional items required: .Ks Contractor, designer, owner, was advised of above required data by_phone--.nall—counter by ..date Contractor, designer, owner, was advised of above required data by—phone—ma ll tby date Q Plans checked by Date 3 30 Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy—DPW TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP i Driveway permit 14-4� n ceAl has been issued for the above property. ,0 V -71 -- "It A/V si ature date TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal ✓ Clearance for q_ bedroom n home. Other Hold final for: Final clearance O.K. for: NOTE Environmental Health Specialist 8/92 Water Supply: - Public G.H. USE ONLY Hol Han Attached �— flour Nan Attach. se„t B.D. t- - 93 � APtl Private Well z - Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER PROPOSED BUILDING USE f v/, 7;7)P. N0. - DATE REC. # DATE REC I. chool Distric Fees (paid at District Office) Sheriff Fees ((paid at Building Department) Residential ..........-ZX _ unit amt. Commercial(per sq.ft.) X =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X =$ sq.ft. amts) 4 Recreation District Fees /,Z-C� (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of ^ permit. APPLICANT DATE //,o? V l �— •,.c.;y �:�an+,._. a .aiv �- "t'r,�..: v.:.. Y... i'r-�:.-t...^.^. T,,,.:.r,. w,,.�.�+ae», a..r— r. .:y E. .+.+-. �.......-� ,^t�,-. "�'ct7a -;►•sn:rry-.-v�trt-i .f. �._�..�,a. .t..-. F. �..s �. S' 'BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building). " A.P. Number y''%-��' (� Building Department No. School District ( City r__J County Jurisdiction Property Owner ,4AJ- JAl t- Alk O Nf Project Location/Address DD a 4 L)/2it/f. Subdivision �L K1�6 e Lot Number. tl Residential Development: a �� Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: a a Sq. Footage New Addition (Including Exterior Roofed Areas) Buildin- Depar ment Representative Date/ (Floor Plans reviewed by School District. -Personnel) District Id No. UeO419 2 /(o. ��� J School District certifies that (Applicant Name) (Fnone Number) (Street Address) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by theZyment of $ 6,,,3% /,X/ representing Q.3 square feet.. School Distric Representative Da e PAID BY CHECK NO. (� / REMARKS: BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Ormwe, dallfornla 96965 - Telephone: 916."538-1541 APPLICATION AND PERMIT PERMIT NO. 92-0840 -ASSESSOR R NUMMKR 047 -48-0-019 ZONING - SR3 BUILDING PERMIT OWNER RANDY AND MELODIE SIMMONS TELEPHONE 345-9286 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1505 SHERIDAN AVE., CHICO, CA 95926 4�JJ P , 02 864-,-' ' M 15,552 CONTRACTOR'S NAME SAtME TELEPHONE GIIIT l� /i && 2&&.5 -cd -.5 Sao CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN NONE Fireplace 2 Total Valuation Is 3,000 LENDER'S MAILING ADDRESS Filing Fee $ 1.55.00 Permit Fee wfff 1045.50 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 522.75 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20.00 Penalty $ BUILDING ADDRESS DOYAL.O DRIVE, CHICO Permit fee$ PLUMBING PERMIT Filing Fee 1 15.00 Each Trap 17 5.00j 85.00 Solar or heat pump water heater 20.00 LOT NO. 514 SUBDIVISION NAME KAGEPIRIDGE PARCEL MAP 72-67 Water piping 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF X❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 15.00 Mobile Home S i G I W 1 15.00 TYPE OF WORK New E,' jj Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 4BR Permit Fee $ 134.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LESS 00AOR LESS 18-501 13.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License 'Jo. i 'f(4y1t5 Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOA, 37.50 NEW CONST. / DWELLING OCCUP OR .AOCNS. t ACC. SLOGS. 13.6E sq.tt. NEWCONSTR. I _TI- OUTLET NON RES O. oRANC. CIRC 'ITS @ 5.00 / (PO'AER APPARATUS e) \SINGLE OUTLET CIR. EX. OCu'Up\( OUTLETS OR FIXTURES RAO 76e JAED APPLNS. OR Ex. Occup. OuTLETs IRESID.1 EA.) 3.00 Temporary service 15.00l 15.00 Mobile Home Facilities 15.00 Misc. Wir,ng 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): 0,- rhe permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating 2 18.00 2 SPLIT SYSTEMS j Cooling 2 33.00 Hood 1 6.50 6,50 Ventilation - 3 1 4.50 1 13.50 Permit Fee $ $6.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to er"fr upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liakfilWes, judgments, cgFs' nd expenses which may in any way accrue1IAZ again aid County r portse(quence of the-grsa�ing of this perm! . '22-�Date ? f Signature of Applicant - Owner�{� I[�Controctor� Agent ❑ An OSHA p y permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories In height. Mobile Home Installation Fee S Energy Inspection Fee $ Occ CONST TYPE (TOTAL FEE :�0j OFEEs IMP ! FLOOD CDF PARCEL PO ry0 s / This permit is hereby issued under cions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Dare the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. 109815 I COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISI 7 County Center Drive - Oroville, California Si5965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-480-019 ZONING SR3 B ILDING PERMIT OWNER RANDY & MELODY SIMMONS TELEPHONE 345-9286 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS CONTRACTOR'S NAME OWNER TELEPHONE . CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER 6N OWN Total Valuation Is LENDER'S MaUNG ADDRESS Filing Fee $ 20.00 Permit Fee $ 542.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 930 DONALD DR, CHICO PERMITFEE $ PLUMBINGPERMIT Fling Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar Or heat pump water heater 23.00 USEOFSTRUCTURE SF JP Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other [A Describe Work: 49yX 2NT) RFNFWAT./92—R40 IST RENEWAL 94-508 Mobile Home IS I GI W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service / e00v OR LESS 200. OR LESS ) 23.00 Main Service ( 200A To 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Ilit 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 NEW CONST. DWELLING OCCUR OR ADONS. & ACC. BLDS. ) SO. 3.50 FT. NEW CONST. MULTI.OUTLET NON•RESID. BRANCH CIRCUITS 97.50 POWER APPARATUS ( ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES ) 20 0 I•50 BAL SO Ex. Occup. OUTLETS (REs o.j EA ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (rhe 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, 1 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. j� X _KJ Date �cr__ Signature of Applicant - P( Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ oer CONST. TYPE TOTAL FEE $ 562.00 HA2. D. FEES IMP FLOOD CDF PARCEL PDJwork This permit is hereby issued under the applicable p of the Butte County Code and/or Resolutions to indicated above for which fees have been paid. By Date PERMITEXPIRESON A- I I(Date) ReceiptNo.170854 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I k r r ! T' rr 't ) v,• ♦ ., '�, 5 ` Y IAI •4 i 44 IA{/s�1"�'#�i '�tv � COUNTYOF BUTTE - DEPAR-TMENTO.F,DEVE.LOPMENTSERVICES -BUILDING ISION 7COUNTY CENTER DRIVE -OROVILEE,CALIFORNIA95965-vELEPNONE(916 8-7541 PERMIT APPLICATION DATA SHEET OWNER A. F1 o 7 0 / / Proposed Building Use e2 Building Inspector Datea/Z Z `2 At time of mit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ....................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's•installation instructions, 2 sets. ........... 10. Fees of $ �� 11. Impact fees as shown on attached sctledule. ...................:``� : -- 12. California Department of Forestry,plan approval/gees. 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. . est 20. Pre -inspection for P�a"�e�ns eco p required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner . . •......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits. ' 32. Plan check list . ....................................... ............ 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. T Other Parcel Creation Acreage Applicant . Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _mail Counter by _ Date Plans checked by Date Plans approved by �r ` Date Sets of plans,,bh hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County .Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 11 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBFA_ ,�� zDNI BUILDING PERMIT OWNER / ,� NE SO. FT. OCC. BUILDING VALUATION OWNER'S MAI NG �� 99- O CONTRA 'S M \ TELEPHONE ' OONTRAGTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER's MAIUNG ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDNIs ION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Wor-� ((v/�iT�� Mobile Home I S I GI W 1 920.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filinq Fee 20:00 _ Main Service a OV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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 I WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier I NEW CONST. DWELLING OCCUR SO. GR ADONS. ( a ACC. BLDS. ) 3.5¢ F7. NEW CONST. MULTI.OUTLET NON-RESIO. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL . 20 % I.0030 Ex. Occup. OUTLETS APP sE . OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE S Contractor Policy Number (The above'sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date I Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required.for excavations over 50" deep and demolition or construction of structures over'3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ HAZ 1 0. FEES I IMP I FLOOD CDF I PARCEL PO HD ISSUE This permit is hereby issued under t!Ie applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMITEXPIRESONr�T�� (Date) ReceiptNo.• WHITE-D.D.S.-13.D. I CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT •/ L-- L--'- C/ / �_ I i✓ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive - Oroville, California 95965..- Telephone (916) 538-7541 RMI 0. APPLICATION AICD Pt'RMIT ` R PMNuCM At r&yJ ZONING BUILDING PERMIT OWNER i. j RANDY & MELODIF SIMMONS TELEPHONE 14 —9986 SQ. FT. OCC. BUILDING LU TION OWNER'S MAILING ADDRESS 1905 SHERIDAN AM, UCTO, CA 95996 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 542.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 230 PERMIT FEE $ 562.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 LOT N0. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF Duplex O Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 20'00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities O Installation ❑ Other] Describe Work: 1ST RENEWAL BP#92-840 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCC P. OR ADDNS. ( & ACC. BLDS. ) SO. 3.50 FT. . NEW CONST. MULTI -OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ��am a licensed under provisions of Chapter 9, Division,3 of the Business and Professions Code and my license is in full force ty�yl effect. License No. �y%6Lj Classification �j ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAS @r 50 Ex. Occup. FIXED APPWS. OR p' ( OUTLETS IRESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): Pis permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon above mentioned property for inspection purposes. 1 also a e o save, indemnify keep harmless the County of Butte against all liabilitie , fU mems, COStS, a expe ses which may in any way accrue against said Coun onsequence of gra ng of this permit. X Date S'nature of ApplicantOwner O Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $562.00 HOZ. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By �6" � Date � �7 �p PER IT EXPIRES ON (Derel /`fb Receipt No. l J / o f WHITE-D.D.S.-B.D. CANARY -A SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �COUNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFOQ 95965-$TELEPWONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER i�/d.� �'7 �e �a�ie Si •y�ro../ S A. P. No. 01- Proposed Building Use 6,f- Ae-WeVA% o G Building Inspector Date /Z Ty At time of per 'trpplication, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. .............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome-data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees........................ . 13. Flood elevation letter (100 year flood) by California Engineer ................... 14. Sanitation and plot plan approval Health Department . ......... :. . 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...... y J ff- 20. Pre -inspection for to Bussing Ins reque required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ........... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .................. 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... • 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: ail to owner.Mail to contr ct r. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation -� 2 Acreage Applicant � ate 2 r 5 y Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. ' 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 000NTY-OF ,��CI 7 Count/ Center 004/-'d il llf I2 OUT SERVICES - BUILDING DIVISION APPLICA`ION ND' 'Telephone 19161 538-754//� //•�/ P7JE.�R�jMIT N0. z �•.•IERMIT ,0047-:48-4-014 "s1 .OWNKR TIL' BUILDING PERMIT AIRANDY::'AND i kbbIE SIftNS WNER•S MAILING ADDRESSh SQ. FT- OCC. BUILDING VALUATION sl ACOQa� � AM .4 �flll TELEP E C�7OAN�T�R+A GT R'•3;M'�AI LING-ADDRE33, CONSTRUGAN LENDER . UNKNO ' Fireplace LEND R•SiMArL1NG'ADDRESS Total Valuation $ Fling Fee $ 20.00 ARCHIT.EC'V OR ENGINEER•-LCGEN3 O. Permit Fee $ ' Plan Checkin Fee $ ARCHI, QC. RR.ENG NEER•3 AILTNG'AODRESS• g Energy Plan Checking Fee $ c 9UILRING AO e3S� QA.U;.T�` ,Mi..lMR Penalty $ '�rmEI- PERMIT FEE $ :..rvs�er,Iswt�aesrnratr�aa�rr�r.�aaee�vsr e 7 N USE OF STRUCTURE SFDuplex Cl Mobilehome 0 Other TYPE OF WORK New 0 Addition 0 Remodel D Utilities 0 Instal tion O Other 0 Describe Work: ! ��— /���✓e"`� �/ — J 2 - 8 /lo RCE CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) 0 I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification D I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) 0 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): 0 This permit is for $100.00 (valuation) or less. 0 I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. 0 I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S G I W PERMIT FEE 1 $ Contractor fling Fee 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 r=%; i KIGAL PltttMIT Fling Fee 20.00 Main Service ( "'"'Es" 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR AOONS. ( 6 ACC. OLDS. ) SO. 3.50 FT. NEW CONST. MULTI -OUTLET •NON•RESIO. ( BRANCH CIRCUITS ) 07.50 (POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 Q 1.00 80 Ex. Occup. ( OUTLETsGREs o:1A.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20,00 Misc. Wiring 23.00 PERMIT FEE $ Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation I PERMIT FEE $ ■ Contractor I certify that I have read this application and state that the above information is correct. Mobile Home Installation Fee $ I agree to comply to all Butte County Ordinances and California State Laws relating to Energy Inspection Fee S building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. occ CONST. TYPE TOTAL FEES C I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said HAL 1 O. FEES MF I FLOOD ( COF I PARCEL I Po Ho (IssuE County in consequence of the granting of this permit. X Date This permit is hereby issued under the applicable provisions Signature of Applicant - 0 Owner 0 Contractor 0 Agent of the Butte County Code and/or Resolutions to do work An OSHA permit is required for excavations over 5-0" deep and demolition- or Indicated above for which fees have been paid. construction of structures over 3 stories in height. Receipt No. 15� W WHITE-O.O.S.-a.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROO-APPLICANT By PERMIT EXPIRES ON Date 'Y'r lIM'`'�'. iY.-_,r�T.,r,,,r't •t ,,,.. .:r.. �r'l..._�.-.-,t•..."''rr 4+4�1 .v7t--1 •a.'.. .+ `"�+•. {s{ ti s 'BUTTE COUNTY PARKS DEVELOPMENT,FEE CERTIFICATION FORM ' Ij CHI1CO AREA RECREATION AND PARK DISTRICT ' .Assessor Parcel Number (s) 4t7- Property Owner_ 4A/QA4r- 7i441 v4-1 40 Aij Project Location/Address Y e- /D ,N2 f If Subdivision 6-e- Lot Numbers) 5Y Residential Development: (check one) G _"New Development _Alteration/Addition. _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: uilding Dep tent epresentative Date Chico Area Recreation and Park District(CARD) certifies that Applicant Name) (Phone Number) /So S 5j11er1d ak1 (Street Address) y C4 (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No.'' 90-140 by payment for dwelling units @ $1,189 for .total payment of $141 Ell ��- 67 A? CA Representative D to PAID BY CHECK NO. BANK NO. REMARKS: PAID BY CASH —r RECEIPT NO.&.Iq # '- i Distribution: White --Applicant" Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept: Q �- - - KeLurn to DPW AGRICULTURAL STATEMENT O� ACKNOWLEDGEMENT Section 26-8,l of the Butte County Code requires Lhio acknowledgement be recorded prior. to issuance of a building it � ��� - . �u�� . ` -NOT COMPARED WITH ?ho propert.y described herein is ad -.i ORIGINAL R%G|NALDOCUK8ENT to land or included within an area zoned For ugricoburol purposes, and reoideoia of dhio pr"|x.rLy muy be uv|/jecL to incon- veniences or diacum[urL arising from Lhe 93- 93-00's use of ugri,u]tura1 chemicals, including, 31 but ooC']imiLod to herbicides, pesticides,. . and [erLjl.iucrs;. and from. the puraujL of 'aA/icv]Lurai'o' io e iucldin8, 1)6L ^noL`]i�i�\cd to -cu'l'jvuLion. Plowing', ^ , . iand. hArvesLing. which us ...smoke,, noise,,' -odor. Butte' County. has. esu .shm| ugricu|- Lurul'�««e� which. have as -a �'priority use f or oroductive4griculturml purposes, ood res idex| x ` ../withir..z�8 `' x and. *on` 'od �acent property should. he woieocr prepared. to uc�ept su�h iormc ' d|a ' Fr l, necessary [ann ooe/'�tion�. '' ` / � �hat. p�l i�� i th Co [ Butte, r ' property a u�* n e uoLy �u �t �e f Calif i � ib | , � o �o �rn o . ' r�rr c� as ` ' Date: ///~7 ' Stateof On this the 6� / ss' .- �' k eroiQueU Not; County n[ � /,� 0 - PROPERTY OWNERS: day uf , |x`[vn' ox`, ' � ' Uv�Proved to me on ihe \x/sis ' ' of satisfactory pvidoo..c. �Lo'he the person(s) whose name(s) subscribed to the within instrument and acknowledged that ' executed the same for the purposes tbe'reiu contained' |N k0ERBOF, I hereunto set my hand and official aeu|' OFFICIAL NOTARY SEAL BLAIR L_ HERMANNotary Public — CaliforniaBUTTE COUNTY I Z o, �{ AAtE�� DESCRIPTION: ALL THAT CERTAIN ,`REAL" PROPERTY SITUATE IN CALIFORNIA; COUNTY•gF BUTTE, DESCRIBED AS FOLLOWS: .rs� 91-17314 ORDER NO. BU -119288 MC 2�11 Zl-"� IAT 514, ,AS SHOWN ON -.THAT CERTAIN MAP ENTITLED, "HAGENRIDGE PARK SUBDIVISION", WHICH MAP WAS. RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 113;. 1980, IN BOOK 72 OF MAPS, AT PAGE(S) 67, 68, 69 AND 70. PARCEL II• NON-EXCLUSIVE EASEMENTS FOR ROAD AND PUBLIC UTILITY PURPOSES; AS SHOWN ON THAT CERTAIN MAP ENTITLED, !',HAGENRIDGE PARK SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13, 1980, IN BOOK 72 OF MAPS, AT PAGE(S) 67, 68, 69 AND 70. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. E(�t) OF DOCUMENT -4 • - ;;'N James R. Wright- c/o rightc/o Culp and Tanner DATE: March 10. 1993 _ 55 Independence Circle,.Suite.20 Chico, CA 95926 RE: Proposed Residence _ Dear -Mr. Wright: A.P:.047=480-019 B.-P:U. 92-0840 With -.reference -to the:- above- subject, .. attached_ is : [XXX] Plan check, list - Red marked calculations- _ [', ] Red_marked-plans: Other:. ACTION REQUIRED:. KXX] Comply with plan check list [XXX] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Randy Simmons Very truly yours, John R_7Aenry Plan Check Engineer- • _ -.. t Cow' w LAND OF NATURAL WEA-tT-H -A-N D.- BEAUTY BUILDING.. DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES .7 COUNTY CENTER DRIVE --OROVILLE. CALIFORNIA -95965-3397 TELEPHONE: (9161538-7541 FAX: (916) 538-2140 James R. Wright- c/o rightc/o Culp and Tanner DATE: March 10. 1993 _ 55 Independence Circle,.Suite.20 Chico, CA 95926 RE: Proposed Residence _ Dear -Mr. Wright: A.P:.047=480-019 B.-P:U. 92-0840 With -.reference -to the:- above- subject, .. attached_ is : [XXX] Plan check, list - Red marked calculations- _ [', ] Red_marked-plans: Other:. ACTION REQUIRED:. KXX] Comply with plan check list [XXX] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Randy Simmons Very truly yours, John R_7Aenry Plan Check Engineer- f Permit- Applicant: Simmons Permit No. 92-0840 A. P. No. 047-480-019 Date: March 10, 1993 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications,* and calculations as follows: 1. All engineering requirements:are to be.shown on the plans or -on separate sheets'which have been stamped and signed by the.engineer. Refer.'to enclosed letter to all engineers.which was sent to you previously. The --structural plan -check -was not done due to a --lack of information required by. U.B.C.. Section.302_ (d) and California Business- and. Professions. Code - Section 6735. M4! 4_1AE Date: / ;� /l `3 PROPERTY OWNERS: State of (l. On this the day of /-/' 19�, Inc .fc,rr. nuc , SS. theersigned Nota\/ bli.c, personally ppeared County of�) +J�� <� Present A.P. No. n Ppr nn^� Irnn„n r Proved to me on the bNs i s of satisfactory ev:i_d(,nc.:c. Lo be the person(s) whose name(s) 6?1-e- subscribed to the within instrument and acknowledged that. executed the same for the purposes therein contained. 'hW.I' NESS WHEREOF, I hereunto set my hand and official seal. OFFICIAL NOTARY SEAL BLAIR L HERMAN Notary public — California BUTTE COUNTY My Comm. Expires FEB 07, otary PuM i c 0 93-0833 1 C_ 42e1t;af a to RPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code Y-'. „"" • requires th.Ls acknowledgement be recorded prior to issuance of a building permit. 93-008331 1 Rec Fee 8.00 Che pr.opert:y described herein is adjacent , 1 -I.and C 5 O �d� 8.00 to or included within an area zoned Recorded I for agr.i.cu l.l..ur.al. purposes, and residents Official Records 1 this be incon 1.30oNlaiina of property may subject to Count of 1 Y 3l1t1840A1N(100 ven.i.ences or d i.sconrfort -arising :from the i Butte I use of agricultural chemicals, including, ce J. Grubbs I Candace - but not ].i.miLed to herbicides, pesticides, and ferL;i l.izers; and from the pursuit Recorder 11:25am 1 -Mar -93 I PUBL XX 2 of agricu]tural opera Lions including, but not lim-ited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agr i c.u] - Lural zones which have as a priority use for productive agricultural purposes, aiid resident within said zones and on adjacent property should be prepared to accept such, i nc-onven'i.ence or discomforL from normal, necessary farm operations. A114 that re:.a] property situate in the County oil Butte, State of California, dc:,cri_bed as fol.l.ows: M4! 4_1AE Date: / ;� /l `3 PROPERTY OWNERS: State of (l. On this the day of /-/' 19�, Inc .fc,rr. nuc , SS. theersigned Nota\/ bli.c, personally ppeared County of�) +J�� <� Present A.P. No. n Ppr nn^� Irnn„n r Proved to me on the bNs i s of satisfactory ev:i_d(,nc.:c. Lo be the person(s) whose name(s) 6?1-e- subscribed to the within instrument and acknowledged that. executed the same for the purposes therein contained. 'hW.I' NESS WHEREOF, I hereunto set my hand and official seal. OFFICIAL NOTARY SEAL BLAIR L HERMAN Notary public — California BUTTE COUNTY My Comm. Expires FEB 07, otary PuM i c 0 93-08331 Ald E � DESCRIPTION: ORDER NO. BU -119288 MC ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 514, AS SHOWN ON.THAT CERTAIN MAP ENTITLED; "HAGENRIDGE PARK SUBDIVISION", WHICH MAP WAS. RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 113;. 1980, IN BOOK 72 OF MAPS, AT PAGE(S) 67, 68, 69 AND 70. PARCEL II• NON-EXCLUSIVE EASEMENTS FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "HAGENRIDGE PARK SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 13, 1980, IN. BOOK 72 OF MAPS, AT PAGE(S) 67, 68, 69 AND 70. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE 'BOUNDS OF PARCEL I, DESCRIBED HEREIN. EF N OF DOCUMENT END OF DOCUMENT S ovi—el F �3 a0 - 9 It ('OOT BcoCK�� v TYA WIMOOW s)u 14Dzpe: sr ZZIS -- QIRQFES�,© �,rq��ry�9 �Gv v(p)�`.O7•oeoPs/�°�o0 ° v • 0.3 0 ° ' • e EXP. • orco• ROM (3/4 �! z o c UNc7. Av\<,6roV__ 1 1fJu _w/ 3,0 . Ewe. o��. w►��T, 1A10)0 A s . (w�, S �DEGIL FEB 9 3 ZS s--7d1s ddocsd, ¢ }s s�a1 s dd o C s'dvi .r uv (� X1,2 � A) �%6 Q0, h8 M >�,21 • )0%% C° g M Nl- I. o >e �s o �F •o �/ o � 'dX3 • O QCT Ii ®3, 've X o ^`N 0 • O V, i I O •� • IA I Vc r I rAll, 2 LU ►J �- M y dr s--7d1s ddocsd, ¢ }s s�a1 s dd o C s'dvi .r uv (� X1,2 � A) �%6 Q0, h8 M >�,21 • )0%% C° g M Nl- I. o >e �s o �F •o �/ o � 'dX3 • O QCT (px PCT. CALlf 31119 i r7 cr (px PCT. CALlf 31119 1 �t _ 30� ._ Quio <(� . -. - '1C s ADM - 0 M V� / j4D2bA-,\ zw < "q ovi- PG�j +,ucx7A ®PROFESSIO� C� eeeno•oa e o • e 0.3450 ° EXP. e • A OFC¢,l.f 31 Z V-"/Irt 331'44t- - - B MAIM SP !CL )?L.Ywaoo Essl®,4� . e° EXP. iD 5110 7//0 CONTINUOUS .'Z RD IDA iYp. � pRO FESS;O � �� e�j�oocpe oo�opoo �'7 — • .— : 3 EXP, o ° 017 ZOPCALlf 51 IM; mob R E5 IOEI(\S(-, L I 13{ t - oQ kOFESs,�� ^ fjeeoeoeeeo W EXP. F®PCAI.%f /- + o /00, �- / i 77 - IV ASS oP\i-S7b IaD q"o_c , ZX8 RAFUS Pry 6�lat 3 x I C� gLOC kl , EXTErOIC Zo�t m I rJ . tit YO ro Iq W A LL. E �S1 -,- To ... C000 w�si Zxt CLIC(,, MID6PRVJA- Csmoi► ZX(:7 G1, Q\:kOFESSIO,., 0 3450 6 T $ T �-..�. CAe. Z ► l o I b > «3 c < < o v" IF I I 2X�b GLC6l - -j I Lt (� T DLTN'L� (_ /0/10 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 Counfy:Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. .R Date r Inspector �. REV 10/92 . i ��•p �' RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # a OWNER 17717 A-_ A. P. # L� 7 - `t - /9 GENERAL Plan Checker_ A C, Zoning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. --S-- Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. backs, sideyards, easements, etc. Other buildings or structures. rading, fills, drainage. ood hazard. Special conditions on creation map, ustible, and foundations). V U & FAS road setback. (noise,-CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale pian with dimensions. �Required�windows for light and ventilation (Sec. 1205). Reauired window's for second exit (Sec. 1204). kyiights (Chapter 34 &'Sec. 5207). �uman impact glass (Sec. 5406).- - Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical ` gas equipment. rage firewall, door size, and closer (Sec. 503(d)(3)). 3'0" exterior exit door (sec. 3304 (f). . Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). kr Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. 3. Clerestory requiring balloon framing 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. a4`1- Elevations and wall construction details complete enough to construct 8. Roof construction details complete enough to construct building. --9---Fireplace construction details and talcs if necessary. 4-0: R -ter ties or bearing ridge beam. 1 arage door or porch header sizes. Stud heights. -+-'Adobe soils - special foundation design. •t*— Retaining walls requiring design. .4-5--.- Special. Inspection required. building , QInSZo 3515 8/91 RESIDENTIAL PLAN CHECKING GUIDE TO LOOK OUT FOR F.Roof way details: landings, rise and run, head clearance, handrails 3306). rail details (Sec. 1711 & 3306(j). or stone veneer (Chapter 30). for plaster - weep screeds (Sec. 4706). r roof pitch for roof convering (Chapter 32). covering type - (fire hazard). insulation - protection. alls and stairways. g area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. wo exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). nderfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. oise requirements on duplexes. ergy design. Flashing at all exterior openings. DF responsible area requirements. t t GUoVIG - 4 FAX TRANSMISSION .TAMES R.WRIGHT STRUCTURAL ENGINEER 361 BROOKSIDE DRIVE CHICO, CA 95928 (91 6) 894-5345 FAX: (9 1 6) 895-1377 To: Linda Fax #: From: Jim Wright Subject: Simmons Residence Lot Number 514 Donald Drive Chico, CA AP # 47-48-19 t Date: September 20, 1996 Pages: 5, including this cover sheet. Structural calculations as a result of changing roof rafters to bearing walls. Summary: Beam # 6: No change required. Beam # 11: Stack two 6 x12's and fasten together with 1/2" plywood w/ two rows of 8d nails @ 6" o.c. maximum spacing, each beam. Beam # 12: Replace existing 4x12 with new 6x12 beam and double up jamb studs Posts: No action required. oQ?�pFESS fGI� a o ° j ��11 0 MD o ® 1 W a° oo ° Q'V ° s�°sTAuO�r�'o rcP& o - J mfty\-s '�EPreIMEc2 97 0 G 1-f R iN (--7ED ROOF R A F T Lk.S `To TR fJ!>S t -S C-c(J Ll (-7 WLL _x wn M7L. = ((o z9)(LJ9)`Q� = 38 S2. lb -Ft vrL = Z Z o z i.b Fb 1350 �l 12.$) = 16�6� f's I �b = 38SZ.0Z)/ 73 83 = 6Z 6 Fv - IB5 jj5-(zwz)/-39,3S - 8q f�j r, LC -e TtW �Z�)( 1/1 -7 X tW' 64 k, L3Sw 1, fib)( IS, 3 �E1M� )S mftyo s �triVW1 $ I) L_ 13 6r� aL = IS.S PSF LL = Ib,O P5F WO L : (is 1 6 + ZZ/z) (,is,$) + ..")g- =Sas ►bl fit �)(li) +(}6)�6) m LELl3 1b�Ft Wry ATL = 13 S) - Z1,5-cl7 �t•Ib VTL qS) 13 - 5 VZ Y3 e��)O { ►'J h 57 2X55 (6399-K3, �S S.5 c� 36.7 1-,,,3 T 5,S �z3)3�4 _ SS 7(o i✓�y c_ �t 114s�� 1/?- PLYWW,D vhf Z tows $ rel t �O `` ac VY` t VJ eh 4�a 1511AM S ITL I?-.. &Auc Pry = �39q WhL, = I q 6 lb/fit 4FPT11: MI?f-k MrL' _ �'� �Cs-)/y +) 4�sl/8 = 8Wss ff-�� Vr` :- 6259/z f iLiQ,$) = 3s�.s lb BEJOV'YJ(� 57AELS Fb 16sa P6 �b!: 84SS0Z)/73,83 = 13 7Y e- t6?? . 101 sT-P, C; Pu = MPSI PSI- 29js N S N o. N 4 a -S) ffi )s -CY, POST 4 � (o West FL 000, r ., t) :l 7S 67 2� 7 17C b zs) E J --1� 3 2 L4 3 4 �� z Li James R. Wright Structural Fn..-Me.er 361 Brookside Drive Chico, CA 95928 (916) 894-5345 August, 16, 1996 Randy Simmons Simmons Construction Company 230 Donald Drive Chico, CA 95926 Dear Randy, I have reviewed the structural impact of the proposed change from typical roof joists to prefabricated trusses. There are no structural revisions required to accommodate this change. However, the two glu- ]am beams at the former center rearing wall; at the roof level maybe eliminated along with the 6 x 6 posts at the ends. If further clarification is requited, please do not hesitate to call. Sincerely, James R. Wright ��OP�OF�Syl;7t�9� �0000000a �v, a NO. 34 0 0 ;� Exp. OP - x �1�� DEPARTMENT SIL P FI0V �D �,; � u b n M W 0 PIGGY BACK CAP CONNECTION DETAIL (1) t CONNECT CAP TO ENGINEERED BASE TRUSS WITH E171•IER 3X8 TRIILOX NAIL PLATES OR 4"x8" 1/2"CDX PLYWOOD GUSSETS ON BOTII FACES OF TRUSS, LOCATE GUSSETS ADJACENT TO JOINTS AND IIEELS IN CAP TRUSS. (A) SEE DESIGN FOR LLHBER SIZES, GRADES 8 REQUIRED JOINT PLATING. • 2X4 13 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING (PURLINS), ATTACH U51NG.2-16D NAILS. BRACING MATERIAL TO BE SUPPLIED & ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. PI -ATE TYPE ALPINE iE1E IMPORTANT SIV,LL NOT OE PE510'aKIBLDc (on un' DEVIAIION fWi 11115 DESI01 On IIESE SPECIf ICA11011S. On AIIY fAILUnE 10 BUILD 110EIIXISS IN COI/aWAIx:E MIM 05100 BY IPI. ALP111E CDOSECI ORS AEIE IAAOE Of TOGA QALY. STEEL MEEIIIIG ASIN AE46 01 0 EXCEPT AS TIDIED. APPLY C011IECIOnS 10 fACII fACE Of TRUSS AIM ul1LE6S 011EENI5E LOCAIEU al 11113 DESIDOL POSIfIDOI COIEECIORS PER OnAn111GS 130. ISO S I50A-f. OESIGT SIAISIARDS COl fill" M'APPLICABLE PIIQVJSIDOq Of 11D S IPI. All InGIlIfE11'S SEAL DOI 11115 DnANIIM APPLIES 10 111E COWDI+EIII OEPICIEO IEnE IN DOILY. AIM Slllll 1101 BE nELIED ural IN AW OIIEn NAY. •--IPI - I"/fS PIAIE Illslllulf. IUS - 1991 (IAIIORAL Of3 3,045,010 NUMBER OF;CN)=NAILS REQ'D,OS =STAPLES REQ'D TRIII.OX 4-61) REQUIRED ON EACH FACE 1/2" CDX-4-61) REQIIIIIED ON EACH FACE_ (A) ('ASI: TRUSS PRE-ENGINEERED CAI' 'fRIIS; (A) PRE-ENGINEERED BASE TRUSS. (A) FURNISH A COPY OF TIi18 DESIGN TO ERECTION CONTRACTOR WARN INGIfv9sce moulnE ExlnfllE cAnE IN IWMlllx;. EOECT1011 ALIO OfVCI1x:. SEE 1110-91 MY IPI. SEE IVIS DESIGII fOn ADOIIIOIIAL SPECIAL VEDIUIIEIII PRACIIIG NE DUIIEOEIIIS. UIILI SS 011EIMISE IIXIICAIED. 901 01010 SIIALL BE LAIEnALLY OWE 9II11 PINIPfI LT A11A0E0 PLYN000 &EA111116. 0011011 010111X1111 PI10111ILT AIIACIEO 141610 CEILIIIG -- 511 ALPIIE IECISIICAL LS'UAIE 11/1/911 ((inPI10PEn OnYgALL APKICAIIOII. fUIVn511 l C01'f Of 11115 DES_Ic11 10 IIE InuSS EnEC_11011 CDOIIIIAC1011. 'I 511ECIf ICA)IOII fon N000 CU11S1 .jcii` 11 S RFO'O ON FACH FACE ALTERNATE SIKAH.DER DETAIL 5-ro n/Dn 16 D DESjgN QBI . _FIEF: 120c - 1/20/93 TC LI.; 50 I'SF ^' TC D1.: 15 PSF _PATE' _Qyy(1; 3,045,010A o. C043 45* �o OC DL: 10 PSF _ENG;_FI'I ,a'::- Y J_ Eq. 43091 * TOj_L.n_Y3_I'SF_ _Q1A_LEN;_ A11IES IYIV DIIR FAC: I5 �_ 11I'1'CII;VARII:S �r CtiUA�� SPACING 2'-0, TYPE: RAFTER \ A 2X4 CEILING.JOIST LIVE LOAD (PSF) DEAD LOAD (PSF) DURATION FACTOR SIZE GRADE STANDARD JACK DETAIL SPACING .!, a 24" O.C. DEFLECTION CRITERIA: 1.5X3 (LIVE LOAD) RAFTER SLOPES < 4:12 o L/240 RAFTER SLOPES > 4: 12 < 12:12 - L/100 ✓1 CEILING JOIST o L/240 1.5X3 MAXIMUM CLEAR SPAN IT IS TIME RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS, CONFOR14 TO THE AIICHITECTURAL SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. �1 I 2X4 HEM—FIn STANDARD -REQUIRED IF RAFTER NOT SUPPORTED AT END 1=1 RAFTER SLOPE < 4:J2 RAF'TE SLOPE > 4:12 BUT 4 12: 12 CEILING JOIS 16 16 30 30 0 7 15 10 15 15 ]U ]r, 5 25X 25% 15% 15 to gm �. % 25X 25% 15% 15% 1.00telle- --MAX IMIB4 CLEAR SPAN -- C= 1= o C= 1= 1= C=:) r-1 o t� o t= 0 1� 0 0 c C= o 0 C=3 ALPINE o O L1 TRUSS L o 11 0 1= GI I-1 11_1 N X IMPORTANT N SAI r11E ElGurn co rrNUNICls. ter.. flul.l $101 UC IM'3l•mes111LE (1111 AIIf OEnu101e ►nn" tells ntsmi nn 11Fsr. srl.cit nal limes. at ulr rA1LVnt 10 11VILO nE a+ISS tel COIr01Nuu:E 111111 0211101 ler Irl. AL1111E c01AEUnns Am sum nr 20GA r,AIV. Situ. IEt111m Aloof A4411 rn I ENCErI As 111THO. AllLl CINAnr.11N1s 11I IACI1 TACE or MISS AIG V1N.ESS 011EnWISE LOCA1(II too lolls teff IGIL rOSu1O11 COrAEC10nS rtn 0/1ANltGt 130, ISO L IriOA•(, n(SIG11 SIA141AI413 COIIOM N/ArPLICA0tE "KIVISIM'S IN ml E Irl. An (INi11F/n'S SIAL 011 111111 OnAN111G 414 -LIES 10 111x. GIN•'INFI11 1111111:It111E11E 111 01Ev. AIG S11o.L 101 nt viture ter1N1 tel Aur on[n'A It. -W! - - Hoff 1'1 AI( IIIc 111111(: 1NIi - 10111 0.1111n1A1 Ie. 21i WARN I NG:','-!;l GIINGGE9 "I"" III EYIIIt1E CAnt 111 IIAltn IINI. E11EC111111 AVII nleACI1G. sol 1110-01 nr Irl. Su tens t1t SIGle 1011 AIMIIIIINIAL SrfC)AI. 1'11111A11r111 IIIIACIIG let 0111r11/(le1S. V14.Ess nurlwlGr. uolr.Alu1, for VNIIV SINLI. nE LAH..11111I IIIIAI:111 N1111 1.111rEn 1.1 AIIACIFO rLVN01N1 r11F.AIIIIIIG, 11011011 GNUII( N1l11 POWER r AIIACIEII 11111;1111 1:E1111G -- SEE AI.r IIF ICCIAIICAI tel'IIAIE U/1/1111 role r1NX•(n 0111NAll Arfl.ICAII(NI. IVI%llU1 A CIN1r or 11112 11C111G11 111 IIF In11ss (11(CIIINI CINIIII4r.11111. ;n sr(r.n Tallon (111 NOIIII I:1N 1•, 11'11C 11011 =11F. V.o v S-rA /) DAg-h, JACK DETAIL �A1JDy SiN,cto,� r) a C En to to N litr 8992--90913 DATE 02/17/93 onvi c�1oo CA -ENG JS---- — --�---_ C= 1= o C= 1= 1= C=:) r-1 o t� o t= 0 1� 0 0 c C= o 0 C=3 ALPINE o O L1 TRUSS L o 11 0 1= GI I-1 11_1 N X IMPORTANT N SAI r11E ElGurn co rrNUNICls. ter.. flul.l $101 UC IM'3l•mes111LE (1111 AIIf OEnu101e ►nn" tells ntsmi nn 11Fsr. srl.cit nal limes. at ulr rA1LVnt 10 11VILO nE a+ISS tel COIr01Nuu:E 111111 0211101 ler Irl. AL1111E c01AEUnns Am sum nr 20GA r,AIV. Situ. IEt111m Aloof A4411 rn I ENCErI As 111THO. AllLl CINAnr.11N1s 11I IACI1 TACE or MISS AIG V1N.ESS 011EnWISE LOCA1(II too lolls teff IGIL rOSu1O11 COrAEC10nS rtn 0/1ANltGt 130, ISO L IriOA•(, n(SIG11 SIA141AI413 COIIOM N/ArPLICA0tE "KIVISIM'S IN ml E Irl. An (INi11F/n'S SIAL 011 111111 OnAN111G 414 -LIES 10 111x. GIN•'INFI11 1111111:It111E11E 111 01Ev. AIG S11o.L 101 nt viture ter1N1 tel Aur on[n'A It. -W! - - Hoff 1'1 AI( IIIc 111111(: 1NIi - 10111 0.1111n1A1 Ie. 21i WARN I NG:','-!;l GIINGGE9 "I"" III EYIIIt1E CAnt 111 IIAltn IINI. E11EC111111 AVII nleACI1G. sol 1110-01 nr Irl. Su tens t1t SIGle 1011 AIMIIIIINIAL SrfC)AI. 1'11111A11r111 IIIIACIIG let 0111r11/(le1S. V14.Ess nurlwlGr. uolr.Alu1, for VNIIV SINLI. nE LAH..11111I IIIIAI:111 N1111 1.111rEn 1.1 AIIACIFO rLVN01N1 r11F.AIIIIIIG, 11011011 GNUII( N1l11 POWER r AIIACIEII 11111;1111 1:E1111G -- SEE AI.r IIF ICCIAIICAI tel'IIAIE U/1/1111 role r1NX•(n 0111NAll Arfl.ICAII(NI. IVI%llU1 A CIN1r or 11112 11C111G11 111 IIF In11ss (11(CIIINI CINIIII4r.11111. ;n sr(r.n Tallon (111 NOIIII I:1N 1•, 11'11C 11011 =11F. V.o v S-rA /) DAg-h, JACK DETAIL �A1JDy SiN,cto,� r) a C En to to N litr 8992--90913 DATE 02/17/93 onvi c�1oo CA -ENG JS---- — TYP. NOTCH @ 2411 O.C. 3.5" Max. / 1.511 Max. SYM ABOUT (P1) (N) (S1) 12" Min 24" Max. trongback' IL nail to ledger tiaG 12" O.CJ A35 OUTLOOKER Ledger ____ , CRITERIA (nail to vert. — H3(K) w/2 -10d nails) —Gable DETAIL 'A• . (T) 2411 ",� Max. ' Out .6 . lod [ulna NAILS `3- 10j `fy 1n NAILS ®t IBLWC EACII Ertl M-rR 11 •rte. Gable (G) Gable end design based on 75.MPH End wind load, exposure 11811 at 0-25 Ft. mean height. (C) 1X4 continuous lateral bracing for brace (strongback) member longer than 72". Attach at midpoint of each brace W/2 -8d common nails. (S1) (M) . 2X4 HF #2 or BTR (G) Strongback brace 12 _Varies 6110.C. Max. (N) Ledger CONTINUOUS SUPPORT (P1) Peak plate to match common trusses. (Sl) Splice plate to match common trusses. (H1) Heel plate to match common trusses. Span to match common trusses * CD109 Detail "B" Roof Material, Outlooker (C)YX� Gable end e;.� - _ 4T' 2X6 FL#2 Detail "All r better �(' —145°\ (M) 2X Ledger 1 Strongbark_.� COMM braced at 5511 O.C. TRUS (0) Option to web plating: -use (3)-211 BRACING DETAIL• wire staples (0.072 Dia./15 GA..) toe - nailed thru chord into web & thru webPla Max. Web tl into chord on one face for a total of 1X3* 2-8-0 9 6 staples. (PI), (S1), & (ill) must be plated. (0) 2X4* 8-1- (T) Refer to Simpson Catalog C -94H-1 for \ 3X4* 13-6- � 'V product attachment specification (attach A35 in F1 direction). NOTE: This detail may be used for trusses with pitched B.C. also. (K) Spacing for H4 = 56.0" O.C. NOTE: CHORDS TO BE 2X4 FIR -LARCH fl2 MIN. Max. Length without bracing (N) Length W% t, ngback a! (S) SEON-- 50006 5-I1-0 1- 0 DATE 05/06_/92 ORWG' CD 109 "Nt/ C CA—ENG FM C= O C C� O G ALPINE ENGINEERED PRODUCTS, INC **IMPORTANT * * SHALL NOT BE RESPONSIBLE FOR ANT TRUSSES REOUIRE EXTREME CAPE WARNING IN IU14LIIA:. O [� 1� C DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIOIS. OR ANY EnECTION AND BRACING. SEE NIB -91 BY TPT. SEE TII75 DESIGN C� C� C- C� FAILURE 10 BUILD THE TRUSS 1N CONFORIUIICE MIT. °Slee BY IPI FOR ADDITIONAL SPECIAL PERMANENT DnACTIG nE 15-6-0 E mAoE or MEETINGTM (ACIPTSASRNOTED. MISE O. TOP O G [� [= AAA6TGo: APPLYGCONNECTORSE TO FACESOF CCHORDMSHALI E~LATERALLYESS BRACED Milo PROPER C=3 ALPINE C= I"S AID UNLESS OINEPMISE LOCATED ON THIS DESIGN. POSITION LY ATTACMEO PLYWOOD SHEATHING. BOTTOM CIIDRD p � CONNECTORS PER OnAMINGS 130. ISO C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE RUSS o TPE PH LE S OF ZDS C TPI. AN INEER'S SOON ALPINE EL1041CAL UPDATE TAPPLICATION. O OO [� C� C� O C� C 1N15 DnAMTNO APPLIESOTTTo ff1COMP0IENT DEPICTED HERE IN 2I AID SHALL NOT BE RELIED UPON 1N ANY OTHER MAY. DRYWALL FL -0115l AICOPYnOFRTNiS DESIGN TO NTE TRUSS EnECT10H COINRACI°n. Y__IPI . TRUSS PLATE IHSTITUIE. IDS - 1991 NATIONAL DESIGN SPECIFICATIO14 Fon MOOD COIISTnII[IIOII 2X4 F.L. lumber grades Max. Length without bracing (N) Length W% t, ngback a! (S) STANDARD 5-I1-0 1- 0 DATE 05/06_/92 ORWG' CD 109 "Nt/ C CA—ENG FM 0/A LEN. VARIES PITCH VARIES ABLE NC 1)1 7-9-0 15-6-0 H1 & Better 7-9-0 15-6-0 REV 15.6.5 SCALE a 0.5000 �oQROFES fa " ^' NO. C043845 * EM 697 'rte Clyll �p DESIGN CRIT: UBC TC LL 30.0 PSF C DL 15 .0 PSF DL (U) 5.0 PSF T.LD. 50 .0 PSF R. FAC. 1.15 'PACING --. - - - - REF 4053c2 -R427 DATE 05/06_/92 ORWG' CD 109 "Nt/ C CA—ENG FM 0/A LEN. VARIES PITCH VARIES ABLE NC OE BRACING kNOTE: SEE CRANING DAININAL FOR LUMBER. PLATES. AND OTHER j5 DATA NOT SHOWN HERE. jTRUSSES REQUIRE EXTREME CARE IN HANDLING. ERECTION AND •BRACING. REFER TO TPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. `UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY (BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. CD103 (A) IX4 03 HE14-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MENTIONED 8RA ING TYPES MAY BE SUBSTITUTED* 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH !fid NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IX4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS NEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. RS cr w �tAI (A)ui �I 4Z Li CC E SEE ORIGINAL DESIGN FOR PROPER OEMENSION9 m CS) TERTZf 'PLT, - ALPINE DESIGN- CRTT JaC Rev M�cIMPDRTANTXX4LP1'� E1GlftlitiD PaOxrs nc. N," WAANING,rr.I [s F8SD18E "W -lit CAA[ Iu1Al'F.. EN[Cr161/ Ado �Q4 f( TC LL 30 .0 PSF REF R992-•42293 DATE 06/28/93 O J v O O C G f� 0 0 0 LINE 4W BE FEW11161811 FOA 116 01,1181101 Fair IMS D-StWl Oft THESE S.q[IFLCAItao. OR AW ]a OP43.0. SEE rural Of IPI.. SEE TWS DESLeD , y TC OL J5.0 PSF DRW CD103 C=3 0 0 o IIO E wuss 1N oOTRmmicr 2i tit oral of rP4. P4I115E Is WTS 2ELTTEO ASIA IQr »unwcL i1PEc1Al FFItx4tIEtA rPAc11c a[ 4VWl1El fS. Ot4.ESS OWPHISE 11401C"ED, Ta► �+; -' ,1•• m PC DL 5.0 PSF 0 CS O C7 Atrax c"jEcTONS YE NADE Or 7464 CALM. STEEL FAD[ Or OOM SIOLL DE WEAALLT aP&rm THIN PPOPER rf.. tiD.:+�'r043845 C C C= C7 AA4a EA 1 EAUPf AS NOTED. trot f CDIAELTon ID 1AC0 : SC LL 0.0 PSF -ENG FM r 1� ALPIN � JM 1.Ai1s OT10MISE LOCATED Ott TNCS QESIGAL r"Ittort OOINJEWOtS PEIr CFKADVS 131 150 E IWA-F. 6151[41 STArDAPOS Ll 4114000 PL`MOW SEriNirL MUCH Er1D11 VITO r'ADPEPLI ATTAIIFA NIWO Fi1L6A �- bfE * � 63Gf1 A TOT. LD. 50.0 PSF C=lTRUSS C _o ` RUSS O colve t AJAPRTt%!LE RIOVISt0N6 Or 14'19 L 101. AN 1DEft+EcP*s TO ME � �r Taw 4a rt07EPICTED ALPINE IECWITIJL LMATE d/1/011 FOR PADPEI ICH. FC14111311 A CC" Of 11131�jEQf li C)V1� f��� D�iR. FAC. 1.15 vOCi .on coa LL 1A EIES PEITED OP0N�7 iFA i ( EES9O1 ro DOE MUSSILl 1,0=101)1,0=1011 CWTPACTUR. .. .. 0 o a o 0 0 a.ff 1I 717Dif_ 1.H . tool NLTIOULL DOWN SPECUIEA1L0N F8n 2000 CVrSTFI CTIONSPACING24.0 0 U N Z w z H cD Z: Li w z M a JoD: (SIMSIH--AAMY SIMKORSI / T-1 COMM THIS DXG. PREPARED FRON COMPUTER INPUT "AM 6 DIMMISS) SUBMITTED BY TRUSS MFR. n TOP CHORD 2x4 FL 01 CONNECTOR PLATES 14UST BE INSTALLED IN ACCORDANCE WITH THE a BOT CHORD 2x4 FL #1 REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c WEBS 2x4 FL Standard N (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE ro V 7.3.3. IN LIEU OF RIGID SHEATHING: m TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 9 24.00" O.C. IN ADDITION, A RIGID CEILING OR 2X4 #3 H.F. m OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" O.c. cc MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. In 0 .• 3X6 ::w 10 I R=850# K-3"8 PLT. TYP - ALPINE ti o c o 0 0 0 } DATRUSS. Eoo �}/ A Adv • v OVER 2 SUPPORTS R=8500 w -3'B **IMPORTANT mw -:c"% Da WARNINGpwjw=p s gl"u'Rr ExTACYE r�nl SHAH ADT 8E Res"hisme FW A" At hVaLTAM EP.`.CTEON ARD D_V£41UN FAIR THIS MES/A9 OA DESE SMIFICATL09%. 04 Abf MPAC.HO. SII HM -21 of TPI. EEE THIS CES1E17 FA0.1PE E0 BUILD TEE TR= IN CO 04,107CE WITH 05yeOI Erf TPI. FLA ADDEII0ID1 SPECM FER-WIFNI ADACINi OE AtplW CVI4ECTDgs ue KtM Or 2D" DYE. S1EeL rk-eTtko ASIH 21.16"ERIS. 1,44=3 DtWOMM INDICATE]% TOP '44C Og 8 fCCEPT AS L6rED. APTLY C0139CT00s TO EACD PACE Of CTC -M SKV-L EE LTTEPALLI EALCEO WRH rsTNEP TP054 NC tNLESS DILEONISE LOCATED 171 1015 DESIGN. POSITION IT ATT'clEO PL'MODD SEATHInG. 90TTp1 Cg7gD ODCIt,GTOGS WED OgtM ttzs IID. ISO C 16"-F.OEs EWE S/Aratres ■ETH POCP£OLT ATTACK= OTCIo CC IL HIO -- SEE CollfoM H/APPLICJBIE FR7V1SrOr4S W r05 C TPI AN Cs%IN n'S ALPDE rECreAtCA IWWTE rl/1/911 FOP PROPER SF.'I ON THIS CNXTQ. APRIES s0 nE coAPOEtnr CEPICIED HEFE Darn.Ll APA ECATnII. FLSNt:x 1. COPY OF =TIS Ur 0{Y. Yb 5WLL COT Be FELIm LMI III AAf OnCn ■LY. IEs16O ro nC Tgdss eaEctIrOT C1M11PAcrOp. f* 63097 0 LL 15.0 PSF OL 10.0 PSF OL 5.0 PSF LL (U) 0.0 PSF .LO. 31.0 PSF .FAC. 1.25 cImr, 24.0" bt.w t e V. 0i3 EF 8427--41362 ATE 05/17/95 RW CAUSF1427 9613850/ IfjAI-'NN'IENG EDI . •�„nII' T-2 COMM stub 710' TOP CHORD 2X4 FL 01 BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard :Rt Slider 2x6 FL f2: BLOCK LENGTH n 1.862' COLO ECTOR PLATES DESIGNED FOR GREEN LUMBER PER 14DS-91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' D.C. IN ADDITION, A RIGID CEILING OR 2x4 N3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00° o.c. MUST BE -PROPERLY ATTACHED TO THE BOTTOM! CHORD. 3X6 zw10 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED SY TRUSS MFR. n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c N (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. a 1U v 12-5-8 1-6- 24-3-6 (E3) 10 sig 24'3°6 OVER 2 SUPPORTS R=8430 W -3'B R=7400 Ka1'8 c 1=1 C= C C= o C= a o C= C= a o C= C= G G C= cm QA�PIN c C= C=1 TRUSS 1� C G! C'J n C= lJ e*IMPORTANT*x""IF "n't"4 0 PTmecla ll/:. SMtiX IAT EE A:SPO SI3LE RA AW EEYTATIOM FM QRS CESJea ell W -SE SFECP ICATIM OA AMY FULL= t0 OMW WE 1NOSS IN COOFODW rE AIM OiTES Of TPI. LLPDO COI.?AWTOAS AFt MAOI EF ZDSA GLLV. STCEL KXtM &SIN "a 04 E E= PT AS MND,. APPLY CO'O.ZCTO.1S f0 Enil FACE CF T009S ANO UA.Ei6 07KFDUSE LOCATED OM TMJS ONS[&% POSMWI COr•7sUM PER lAANUC'S 130. 15D C ISIM-F. OCSIG-1 STANCL1105 CCCFOU ItHIPLECABLE Pf10V]SIOW OF im C IPT. A" ECOIrfER'S SELL Ort T1DIS fNIfAlT6 AFu E6 10 TIE Crimirm GCPICfCO OENE IM OR.f. AM SHALL MI BE OELIEV 10101 PI 0110 011EA IrAf. WARN ING"�' ` V ICE ECTIEMI CAP; TM MRCOLIw� EAiCf1011 An SMCIFS. SEE N11h91 BY TP1. SEE TMS OFSIC-�1 FM UNT30ft SMCJLL PEIOIALEIIT 90=&C. PE GWOMEM1S. ULESS OIBIPPISE ILCJCAIEA TOP CMO) SWU SE LA'EAULY MCEO HIM IQVEA LY A"A01FO PLYROOD WATNING. NOTTOM f2M IMA PPOPLJlf ATTf(9--1 01610 CEJIIIq — SEE ALPIr1E AECNAICAL LPIIATF, fS/i/611 FGA PIcpFH PArtUt AMICtTIGN. RMIS11 A r.OPf OF MIS OESIGO to r1E: IMM TPECEILM L(c11PACTN!. y Sf1rLIFJCAr10N Im IMP rAisru1C1071 V — — i rmV Af. —L"u TC LL 16.0 PSF 1 C DL 10.0 PSF DL 5.0 PSF G3815LL (U) 0.0 PSF Elpl b3091 T . LD . 31.0 PSF to (D E.D Job: tSIMSD4--RANDY S T-3 PIGGY COMN TOP CHORD 2X4 FL #1 BOT CHORD 2x4 FL i1 NESS 2x4 FL Stanaard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" D.C. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3XE =io THIS DNG. PREPARED FM CONPIITER D PUT tLOAOS 6 DIKO SIONO SUBMITTED 8Y IA) 1X4 F3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO s BE EQUALLY SPACED. ATTACH WITH (2) Sd NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A In SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. (U} 10 PSF BC LL CHECKED PER UBC CRITERIA. / \ r— PIGGYBACK ABOVE IL -6--k 12-5-13 29-0-0 11-0-5 5-5-13_0.11 f= 29' - OVER 2 SUPPORTS R-9890 N-5"8 A=887@ W-2"8 o I to Lo. to W 0o Ln 0 N SCKE6= PLT TYP - ALPINE 5 G CRIT UBC CA/0/1/0/-/-/F Rev 17 3US 0 IB75 T-1 O O O O C O ** I HiPt}R7ANT +N`L°"� e/611�ERIo l.w"M Ivc WARNINGT&MMEs at VIRE otu� CAaE TC LL 16.0 PSF REF R427--41364 } OATRUS C1+LLL XV 6E RESPOIGIBLE FW AM I£\LAIM FRDI TUS OESM C9 9ESE S;WfILAIIO'IS. M AI1F Jf1 NMUCC EOEC.Itil A110 7PAC.-V. SEF 1110-91 BY IN. S:F fIC.S CESICK TC OL 10.0 PSF DATE 05/17/95 C O E FU LITE TO GUILo TIC TRISS TI: t 1610E III 1H OST89 M TP L. EOP ADMIGNIL, OWIAL —c KVCOf W"uz. OE ils. Of1ERAtY Immo TOP � y DL 5.0 PSF ORW CAUSR427 56138502 o C ALP Qt CO2"CORS Arc PADE or 205A OAL.Y. situ 1evnAS AsTK AAPS GR B EItCEyT AS IIDTED. APDL'f CONFCTCRS f6 EIGt FACE OF Muss na MUMS OTICSAEN LWATm DH THIS OCSM--L POSIi10H ovim wums m CFOIa 511A1L BE 41EPAl LY 9RAO5p NIM mOPEi LT AYIAQED PLIMM 61E�L18nr. O011Dw gVAOLL ! (�) O.O PSF CA-fNGE.Dt o �CD111FFm PFR OSUNICABLE fLS 170. tS0 S I6OA-T STAIAIIRIS ATTACMDMOT RI6EO —SEE463D97 mrlHALPS T. LD. �C W6V•N7tSEAL 31•.O 3. All N/APPL 7CABLE P➢0YIS1018 � Iffi 6 IPI. Ati FA: EER'S W CO TKES DMIUM APPLIES TO DIE WiNWH1 CEPICIEO WM VECRV Stl FOi. ALP[lE TECKi1C4 W1ATE 11/1/911 FD7 i{'WEP WNAIL ADPL ICATIai FLAIISH A COPE or IH70 1 ZS THE 1RUSS UR. FAC . • O D O O n rJ LII T!:Y. AIA 91ALI. IVT 9E PRIED LIM IN AIN 01103 OAT. .- IDL 1Ptt5 OL n791TTum MS •_l9SI 110.1101?L Onim OCStCH TO EPECTIOEI CU1tALGTOR. arECEticAri I fIM law :insinucT Ed1 \ L �� SPACING 24 • Q PPSFOCQiF0PA1 Nb Ln v a: m m m m 0 w U) i M CL Q cu Ecn ti cc } o c 7= 0 o a O O O p 0 0 0 G L� O C 0 0 0 0 o ALPIH o Q o TRUSS a O O t= CJJ O p VIv %.MJL I UIT TOTAL- **lHPORTANT*iP"v"E fimnmIm lamuelq MIC. WARNING."5's I1E Exrom Dow SELL 10T W wP�1ME FM AM 711 RAIR IIQ E7ECTIW RO COI7ATI01S FR= 7!M aenM 771 MW W=]F'Clno& W — WJ=W. SEE UM -91 81 W7. ME T'I= EEW= FAIL M;= C917D TRE V&W IR COW'"NIE "M CSM W 1A9. Tn FW ACU UML WMCM pLOV M 1 MWS NE ALM AE 4=AMC761S NIR RIDE W ac" Caw. Sim mmm A"m mw�mi5. m".m onoY15E OpIgTETL » AAE6 M E EICEM AS NOTEA ApMf ==MjCR'S TO ENN FACE OF 0E110 SMALL BE LATERALLY an= FIT6 Vgmm VMS& LAO Wats OTHEANISE • OCATED CN TRIS OESILiII Mllllff LT ATMGEL ALVMW sW41NM YOT1fN CVD WNECrUM — —m- a% sA i IOAf. IES701 swomom "m Pgmml ►TTACIE'.O ==M CMIng — SPF COIEO011 N/AAI.ICUXE FRMMSMO CV IDS 4 TPILTL 8MMMM'S LVL!'*CMITAL IPM&M 1713M1 FOR pOPE71 SEAL ml 7145 Em"Ams QWZES IO RE CM040EeT OEM -EO R1iE OM O1LL IPPLICATJW. FWII91 A CCPV W TILS 7R W'". OD 5K*M COI 1E RELIED 1A�OI1ELIR ARF OVER CAI.--- OesM to RI IN SS EIECTIW EOIRmf _ E*L 63M LL 16.0 jaw U / T-4 PIGGY/mm I2-PLYI THIS UM. FFM toIFUTm ItRlf R.OM C 0 10 SLISHMED BY TMW WR, TOP CHORD 2x4 FL Of BOT CHORD 2x8 FL #f WEBS 2x4 2 Complete Trusses Required s FL Standard c PsF NAILING SCHEDULE: (0.131x3.0-g_pails) a CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDSB -91 TACE 7.3.3. TOP CHDRD: 1 ROIL @ 11' o.c. s BBBTSCHORl: N 14' I(Al I � 0 o.c_ � SCAB BRACE. SANE SIZE. GRADE AND LENGTH AS 1® MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO USE EMAL• SPACING BETWEEN BONS AND STAGGER MAILS ra IN EACH ROW TO AVOID SPLITTING. BE SUPPLIED BY ERECTION CONTRACTOR. (I) iMAY BE USED FOR 2 0.331x3.0�sails ON .- THE BOTTOM BOTTOM CH CHORD ONLY. � (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. xx*LOAOING ON THIS TRIS CALCULATED BY TRUSS FABRICATORS m IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 f3 H.F. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE � REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949, OR BETTER CONTINUOUS LATERAL BRACI14G SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, IN ADDITION TO HAILING / BOLTING SCHEDULE SHOWN ABOVE. USE B -16d COMMON NAILS AS SHONN BY CIRCLE(S) FO�i FORCE TRANSFER AT CONCENTRATED LOAD POINT AS EACH LAYER IS APPLIED. 4X4 ,(H) COMECTION FOR 4X BFAM:,Si1P90N HHUS28- SEB CATALOG C -95H-1 FOR NAILIM SPECIFICATIONS.._. (UNLESS OTHERWISE SPECIFIED. SUPPORTED f�iS HAUS IDENTICAL LUMBER SPECIES AND MIND M HEEL HEIGHT OF - HD 'TRUSSES.) 3718 (M)THIS AREA OF TOP CHORD DESIGNED TD (A) (A) 4X4 (FROM LETT TO RIGHT' HALL TO d' CARRYING 5E FIELD FRAMED RAFTERS.* w� 9 v 4X4 � 4X4 -'^ _ O�. a 4X6 iA i) �3Cio4X6 - X 4 (A i) 7( Q 4 1 - 12-5-13 li-D-S 12-5-13 35-0-0 1 6_ c% 0 7-0-036 1 OVER 2 SUPPORTS R-32080 Ws5'8 R-15370 W-5'8 14 o c 7= 0 o a O O O p 0 0 0 G L� O C 0 0 0 0 o ALPIH o Q o TRUSS a O O t= CJJ O p VIv %.MJL I UIT TOTAL- **lHPORTANT*iP"v"E fimnmIm lamuelq MIC. WARNING."5's I1E Exrom Dow SELL 10T W wP�1ME FM AM 711 RAIR IIQ E7ECTIW RO COI7ATI01S FR= 7!M aenM 771 MW W=]F'Clno& W — WJ=W. SEE UM -91 81 W7. ME T'I= EEW= FAIL M;= C917D TRE V&W IR COW'"NIE "M CSM W 1A9. Tn FW ACU UML WMCM pLOV M 1 MWS NE ALM AE 4=AMC761S NIR RIDE W ac" Caw. Sim mmm A"m mw�mi5. m".m onoY15E OpIgTETL » AAE6 M E EICEM AS NOTEA ApMf ==MjCR'S TO ENN FACE OF 0E110 SMALL BE LATERALLY an= FIT6 Vgmm VMS& LAO Wats OTHEANISE • OCATED CN TRIS OESILiII Mllllff LT ATMGEL ALVMW sW41NM YOT1fN CVD WNECrUM — —m- a% sA i IOAf. IES701 swomom "m Pgmml ►TTACIE'.O ==M CMIng — SPF COIEO011 N/AAI.ICUXE FRMMSMO CV IDS 4 TPILTL 8MMMM'S LVL!'*CMITAL IPM&M 1713M1 FOR pOPE71 SEAL ml 7145 Em"Ams QWZES IO RE CM040EeT OEM -EO R1iE OM O1LL IPPLICATJW. FWII91 A CCPV W TILS 7R W'". OD 5K*M COI 1E RELIED 1A�OI1ELIR ARF OVER CAI.--- OesM to RI IN SS EIECTIW EOIRmf _ E*L 63M LL 16.0 PSF OL 10.0 PSF OL 5.0 PsF LL (U) 0.0 PSF LD. 31.0 PSF .FAC. 1.25 R / T-5 TOP CHORD 2x4 FL 01 \ BOT CHORD 2x4 FL 01 Lp WEBS 2X4 FL Standard 'CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. THIS MM. PREPAFED FNN A • (A) 1X4 f3 HE14-FIR OR BETTER CONTINUOUS LATERAL BRACING TO s BE EOUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A N SUITABLE SUPPORT BY ERECTION CONTRACTOR. a a CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.D. RESEARCH REPORT #2949. (U) 10 PSF SC LL CHECKED PER USC CRITERIA, M IN LIEU OF RIGID SHEATHING. of TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED m @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' c.c. c MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IN. PIGGYBACK ABOVE Zf U) 8 Z w M 3X6 (B 1) X6 (8f) ? Ic w �r M 12-5-13 11-0-5 12-5-13 1 fi- 35-0-0 . J IL 36' IL OVER 2 SUPPORTS R-11940 W-5'8 R-1194# W=5P8 m _ m Sew 85131 'PLT. TYP.- ALPINE DESIGN CRIT UBC A 0 0 - - F Rev 17 SCALE - 0.1875 ` 4 C Q O 1= =3 **IMPORTANT *KALmc ENS11*mv roDtAlcrs, lrt. WARNI N�� Pr9Ata E[T6EiE ra111E AAO TC LL 16.0 PSF REF 8427--41366 } o Q c c O MALL TAT BE AESP(MIUE 104 WIT DEMTEDN MOV MIS aESIGN O0 r1ESE VEC1rtUT10AS o4 ANT NUQL.MX ETFSTIOV ORICIL6. SEE loS-SI of fP:. SEE 1llLs oEsm yQ `•{VT7�t C OL J0 . 0 PSF DATE 05/17/96 G C= C= C� ►4RL4E TO BUILD 7NC TFAMS 1N CClS?"WLY MI IN OST6d 0I TPI. ASI! rW AWITIOHTL ST�ECttb PERWIZUT OIIACINS WE CtlIA!►tNtS. Wit— MIECITISC IMICArM TGP OL 5. 0 PSF DRP! CAUSR427 96!3694 Q Q [� p O C� Q C AL1111C CO11'E�"Wa AnE "4f ar to" OKII. STRL Pu*t= AVG DQ ! FAEDI AS IAICO. 4PPLr C014ECTOnS 10 Ewa FLOE d CHDO VILLL BE 141EMLT F.7LCED II[tN PROCER � �.. (U) 0.0 PSF CA—ENG E D L� ALPINE C� Trr1SS AM VILM 0711POM LOWTEO QI ell: CES160. IOSttEOV LT 4TTA01CO RtAOOD SIIFA711m. eoTrCN � WC43US LL . Qv r'1 �+ TRUSS o CCA}OP4 C/1➢PL[UOCE iPAYCStO'.S OF IYTS G IPI. AR FtIGIIF..Eq'S r.WQCOMCT114f PER CKLM11ABLE I' 130, 130 F I Z I CESEtO STAU02110AR'S TMS 1WTC^ APPLIES TU air PIPCCIED nc4: ALPI PAPMEEJECIA T ATIIDEO CU10 CFI01) OR — rO ALPI� lEtll4Cl: LfLA7E O(1/911 TOR PW�fR URI141L APPLIC4TMI PU1011VI 4 COPT V IUM * � 63m T.LO. 31.0 PSF IItfG�r I(II�IIIIII I�I� � I 1.25 r~1 rJ �> SEAI O4 TYw'0t1F.111 tll CILT. Ala mou wit M PELLPO 1A"01 IU Aur Otmn YAf. ntSlGl: 7n rlC irLLSS fnl Crtwi CRI1nLcltA1. Jr C� (� �� uR.FaC. Q O C7 f� C� t= .__Inl /rILLSS PLATE U1StIlUIE. MS - 1971 PArRIrAL D:Slfdl 9YCIr ICA11LE4 (nit NIX11, 1:0`1711-1-11W Q� SPACING 24 •0• ,ISI H U) Z w w Z: M (D Z LI.i 7-5A PIGGY CWM TOP CHORD 2x4 FL 01 BUT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X6 oto THIS V*G. PRWAREA FROM COMPUMA INPUT (LOADS 6 DIRMIONS) SUBMITTED BY TRUSS MFR. cl (A) 1X4 03 FEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO s BE EQUALLY SPACED. ATTACH WITH 12) BC NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACKED AT BOTH ENDS TO A rn SUITABLE SUPPORT BY ERECTION CONTRACTOR, m a CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE gu REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 92949. (J) 10 PSF BC LL CHECKED PER UBC CRITERIA, a M of o rn PIGGYBACK ABOVE 12-5-13 11-0-5 12-5-13 S 6- 36-0-0 OVER 2 SUPPORTS R=1199' Was'8 R=11110 Wa2'8 5e 85166 PLT. TYP.- ALPINE DESIGN T C A 0 - - F Rev 17.3u6 SCALE a 166 0.1875 0 0 o a a o 0 0 0 0 *IMPORTANT**"Pm"m'� E" " "s- TQ. 6104A WI BE FIESOVISLtLLE FOa Aar OETIAMe1 FFa nos DESI6a Drl bffSE MMUZUTIU4 IM AaF WARN ING"�,0°P7ECr'"M� 1C I,tta_tl:E MCTCOn AAO 11MC1r. SEE "CD -9l EE 1PT. ME rMIS I>E'm TC LL 16.0 PSF �Q �? ,f+ TC DL 10.0 PSF REF A427-41367 DATE 05/17/96 O O O O C= o 0 o 0 0 0 o ALPINE o O O oTRUSS C= t_I C=D o o FAILOtIE TO BWLP T+E TUM IN COUFCWAAl= till" Weill p TPC. tLVILI WRLIC1ODS ARE M/OE IF 2994 O.L[. SV8. MESH ASTM AaF ER D EXCEPT AS 9WE0. usif C6»CCT" 10 EACH FACE OF UMM AM UUM OTRE/MISE LOCATED al TOIS WSIGM DOSI310N C177DECtOAS FEA pPAtT"r.6 STD, 150 G 1694-F OiSTCD 516W1HB5 CDtlr9t[t NrAPFL1UBLF PMTStOtn OF yes C rP) As Ftp114ER'S SEAL ON IVIS CAW3142 Af[llE3 to TIE C*W'WENI ALTIC1tD WOE 111 Cml•. ALU MULL ADI BE DEMEll "I 11t AN. OM(N Xv. FCA ADDTTMAL G-CCCAL RLtIVU£DT vmc;l'i m t1UlVT9.Dt5. Wass ontadlEE ICD omm TCP CMwa SCALL EE LLMPALLI UAGEr WN CMMA IT AITACHM PLncon EW41111M POTION C!t= NI)A PFDPe L ).t1tp� n1GID CEROPf •- SEE ALP11¢ 1EC.11CIL tSTAIE U1119ll rOD FNDFEF1 SRft4lL IPP"CAIISAI RryITSN A [OPT OF 1nK EESIM TO DC IRUSS LFECtuAI COOtwncA. S C OL 5-0 PSF a C43915 LL (U) 0.0 PSF y f_ � ' * T.LD. 31.0 PSF +� W� C Jt UR.FAC, i • 25 ��• S I OQ` SPACING 24.0' DRW CAUSA427 96138506 CA -ENG E(. D. I Ij II�I�II IIII��`�II VIII ,.-FPI - rIUSSMAU IOSFEWIF. 1W.. Ml I40191AM t1T5160Y1CIfIrALfallttpl MXC117A1413MC119O CV T -SA PIGGY COMM TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 NESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 3X6 THIS DXG. PREPARED FROM COMPUTER INPUT &GADS C DIMENSIONS) SUMITTEO BY TRUSS MFR. (A) 1X4 f3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO > BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING a MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A m SUITABLE SUPPORT BY ERECTION CONTRACTOR.ru a a CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ED (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. w m IN LIEU OF RIGID SHEATHING: m TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 @ 24.00' c.c. IN ADDITION, A RIGID CEILING OR 2x4 f3 N.F. v OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' c.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PIGGYBACK ABOVE 4X4 3X13 4 XZ4 .5X4 A) (A) 4X6 B 4 12-5-13 11-0-5 8-5-13 1.5(4 3 OVER 2SUPPORTS R=999# W=2"8 R=985# N=2'8 PLT. TYP.- ALPINE DESIGN CI7 UOC CA fl o - - F Kiev 1/.J o SLALt s U. S/ **IMPORTANTxW ""-'1 EOSOEE%0 Am"tcm DIE WARN ING'"I'� t;0c"11E ECTREW CAPE TC LL 16.0 PSF REF $1427--41358 t= SMALL WI1 111E twESMISTELE r0q %Nf CEY14TICH FM Vo5 !!539111 CA TIESE SPECIiRATOCS. PRI Mf la iWCL1HG. fmcTtw AI.D WHOM SEE NL19•2: 91 TPI. SEE TRIS Eesm PERO �n� TC OL 10.0 PSF DATE 05/17/96 ORN CtUSR427 96 507 a: G I'AtiOR 10 GanD =BLISS to CCIfc4NA14CE MIM 657190 ST :PI. 11gE7171. FM ADOCT30LOL SPECIAL SM PACIIW Pi ' TCP S DL 5.0 PSF cm O [= p O [= t= O ALP7401! CQ+LIECTORS 1711E MGM! Cr 27GA GALV. STEEL ASIA AtlQ 6 940 ECCEPt AS IOfIL. ADf4Y EUe4EC SGiS f0 EACH rte! W GUIVE1,11 19. Men DDE RAWCATECL ODnO f,I1AiL BE LtiERALLt 19nALED ■tTM mtlPEp nt IIP LL (U) O.O PSF CA -ENG E.D. t ALPIN TRUSS "0 VILESS OIUFFSME LOCATED Cel TID9 CFSI92 �(MTTWJ Lf AITAOrcE PLYdOW SWATHUX. BUTTS" (DICED Nac4mS r c O CGti7MTEa3 PER 130. 150 1a51G19 51ADEEn's040S ATTLEI-MUPDAT neer CEllta: -- SEF ALP * 1* T.LO. +v7 31.0 PSF oTRUSS [� cAeanrs F risf.. tVfD4+1 [UB..f. iR7V IS]OIt C: It15 L TP[ 4'7 T1A]I:EEn'S 9EAl 4014 IN1S DPA)f):tG AP)t IES 140 TIE CDts'bQa/ (l-i'TCiET) CERE E IECI I AIPUR iEGM1I[IL IHOLP (7/1/91) T"0. Tpil7'Ep UMIALL AT -?I MAI 1017 HdY4[SR A COPE W Ti45 .7 1.25 ��II�)COYOA7i Il o ZN 111117. A:O II LL 111 ME REI UP01 h) ADT -IMR IAT. 0..5107 TG TIE nTlaS Veci LfCt CZAt70Acron. tr� (L UR . FAL• . llllfjlllllplll O E=:) CJ ��11!1155 iIIE�Q` gPArTHn .l 24. _ NAT[ Ir flUlL Inks - 1771 IIAl7t10At nf51LU 5MCIPIGA1104 f00 W.10 cmai mIlf.0 MAY _1 0000009000 a oaaao acs0 a � '" > a D oaaao a 09900000 N fill! Z Goal, �. �Ih Iq1XasokII s 9 O z ooavr m�os�m -3'o' �o9 00 -4 vozn os► rotom -4 mo -�tnoc�m cair�oi �mz •'�a2i m� CMP W-11.4 0- OcnmSf�tlzy N� O � N 0 V \ �1v _P.13/19_ W0 Wj w 422 ?a I-& HrtZi C ma. r -ons �o�a 2 AE gym] 6.4 m GGG777 Q Fm mcp-m �� m 3r, Z�*8 0 n r lw"z mo" m N (00 O>;g �� � m m m z Z m 3-1.4 86596;96 carasndo A z Jots 0 / IS00 t-7 01WBtMol-PLY. TOP CHORD 2x6 FL SS : T f 2x4 FL It: BOT CHORD 2x8 FL SS MESS 2x4 FL Stander0 CONNECTOR PLATES DES16NED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. (A)' iX4 03 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO MMAEGUALLY SPACED. ATERIAL TOOF PATTACH NNDATQ TTTA�Scl N•BRACING D ATBOTHENDS TOA SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONTRACTORS WARNING: THIS TRUSS IS OESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. K) TOP CHORD FILLER BLOCK. ATTACH 10 TRUSS WnH HBP.L PLATES 901rA1 PLUS IY4 PLATES AT 24^ O.C. (1) REV BR 9/20/96 (MQMS14 - 5XB (R) (1) CONCENTRATED LOADS ARE AS FOLLOWSt (C) 998/ CREATED BY DWO. 96136514, USE SIIPSON LU28. (D) 2301 CREATED BY Mg. 96136515, USE SIMP- SON LLM4. (E) 5201 CREATED BY M. 96138516, USE SIMPSON L028. SEE CATALOG C -95H-1 FOR NAILING 4X4 (��' SPECIFICATIONS. 4�sG X10 (A) THIS ONG. PAErPAW FROM CDMffER INPUT (LOADS G 000tSIO M SUBMITTED By TRUSS MFR. 11POLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOAvvm bATAUSS BEARING BLOCKS: NAIL TYPE: 0.131x3.0__lails trCi BAG X -LOC #BLOCKS LENGTH/8LK #NAILS/8LK n 1 17.708' 1 12' 7 a NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 6139. BEARING BLOCK TO BE SANE SPECIES. SIZE G GRADE AS CHORD, ALL PLATES ARE 1.5X4 EXCEPT AS NOTED. oo; CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE m REQUIREMENTS OF I.C.O.D. RESEARCH REPORT 02949. as (U) 10 PSF 9C LL CHECKED PER UBC CRITERIA. Q PSF ►rH w+ecwa arc lryt or m► mw. smu. mm im ssts IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 7 d O C7 9 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 N.F. r� OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. OWC $.&t a u1t1WlT Ott= atm tame MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. VERTICALS (TYP) 816, SX4 (8) 2��IR-LLARCHu ANDARD1.5X3 0.0 PESPLEI-IN COX est ryas ►•snva .e1 twatttcs 1.>♦• rsp c rssa•r, tcrtA 11uMM011 ►saw lvmrtse.[ ) 7HrS AREA OF TRUSS DESIGNED (K) T OSUPPORT 24 OP BC LL TOT _L0. 04 OUTLAOKERS. CABLE AREA TO PSF PSF LOAD NOT TO E CUD 10 ""A 11aelCr1. walc piwo Imp rtlwtn PSLPPORT (A) _ 2.6X4 3 *0 .tee' - 6X6(0) 24-6-1(F'-- 17'1004 -14-1-32 3X4 -•-- - t t_ 12-3-13 ii -o-5 A-F,_t4 15-0-0 r. ---+Il' !-2Y 2 r OVER 33SUPPORTS A-10830 W-3'8 Rw39800 W3"8 Rng00 )f Wn4'3'B r= t= C= co ca v bATAUSS b 16.0 PSF o1 iv "all"k Ritrrotl No �gpolls oo; Sun Tc wrt0 1101 Won to c voswu 01te1 aslow or Tpt. W%C&l]. WE 1ns-el or IW. $0 Tats KIM m awllyd/a crtcl4 Pt"Vigrt wv4c" m TC DL 10.0 PSF ►rH w+ecwa arc lryt or m► mw. smu. mm im ssts oulmems. 1.asss otltwm aoturra. eor ; yc 7 d O C7 b r� K% u l j P (09981 1 1 (D) 4 (D) i(D) 1 5208 (E) 230# 2 01 230 - F Rey 17,313 *IMPORTANT **u"14 vcL'== rper 31v. WARNINGrp""m mm" cImm u4 TC LL 16.0 PSF asst rat w atsba"Im Fop An tl. )faritu trot lata 0"1ort rlasl stt =r ATyml oe arrt iv "all"k Ritrrotl No �gpolls Sun Tc wrt0 1101 Won to c voswu 01te1 aslow or Tpt. W%C&l]. WE 1ns-el or IW. $0 Tats KIM m awllyd/a crtcl4 Pt"Vigrt wv4c" m TC DL 10.0 PSF ►rH w+ecwa arc lryt or m► mw. smu. mm im ssts oulmems. 1.asss otltwm aoturra. eor ; yc SC DL 5.0 PSF w " s "C"I AS rarm. u.►r [rsrto"M to t[m rsee tr LW ace uasTs orrstplrat ueaTto 1111 rat -L OWC $.&t a u1t1WlT Ott= atm tame .., (U) 0.0 COX est ryas ►•snva .e1 twatttcs 1.>♦• rsp c rssa•r, tcrtA 11uMM011 ►saw lvmrtse.[ 1.T sru[ro a fd=P SlaANPQ On JulC�dlb 011.10 paPEMV arTACWQ et011U Cn6ILD •- at[ ,- q BC LL TOT _L0. 31.0 PSF PSF mrttstom p Ko a rpt tat tatlrem•s ""A 11aelCr1. walc piwo Imp rtlwtn *y.. �)) tint Z�J AL M tau Carts## ""AlCt 10 W W911111 C:IXUR MW ttlrrekL tlrrsIC01tp. w4tTS11 s Copt a ixts >t Colt. 00 WAL 11111 w racto W Iln enm 41.. I ColNW vurG" To 11t lids [1tern11 ffmtu-m tP1_ 1.4.«. `. _ DUR •FAG . . _ 0. 7/96 1 Y Job: / T -8A COM 18'/O'oe 04 TOP CHORD 2x4 FL 01 - BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" D.C. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. ,MUST BE PROPERLY ATTACHED TO THE BOTTOH CHORD. --j?X ALIO TRrS MM. PREPARED FROM COMPUTER INPUT DJMM S DIMENSIONS) SUMUT BY TRUSS :IFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 112949. c (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. 33 a IU V 7--6-0 7-6-0 -6-0 15-0-0 1 OVER '2SUPP0RTS -I R-5540 W-3'8 R=4546 Yi=1'8 ED rn m Ln 0 Lo cn 842O4JSOO P P - INE U C CA/0/1/0/-/-/F Rev 17,3u5 ��E 0 o p o t� o >E*IMPORTANT* D°'� °G °ED °'°°ms's 'C WARNINGRR"��'�"'"'E Efm-M "`� 4 TC LL 16.0 PSF REF R427--41371 >_ 0An sBALL mr BE "ESP&WELC VOR ART OMILTI&A raCll nas olstaP oR TRESE smincAt[p16, cR ART IG TALa 1aG ETxinON A" mctm. � mm -sI n IP'I. sa THIS CEslcc � �,1 � C DL 10.0 PSF DATE 05/17/96. Q O MUM 1O auRO TOE IRM 30 COWUFMME 1flM 0510 EY IDI. -EM FOA AL0ITIMUL SPECIAL VZOM-011 !R4-tfs ONE EATS. uRLtSS atfER.AM MICATE'01 Tan S DL 5.0 PSF CAW CAIM427 96 38510 G7 ALPM C70ECIORS ARE: PAM Or 2 A CAM S IEETnL PSTN AAAB GR B EXCEPT AS NOTED. APPLY In EACH ME Or 9JIDE C.IOAD 5•ILLL CE UtEatLLT BR1L= E1L1 PRevmo � [� CWAECT/FS ?AM AND BGLESS OT1EMESE IOCATEO oj f>aIs oU IA Past0W Lr ATIAPED 0.MGGo SIE4T M B0110% COMO °` C43US r LL (U) 0.0 PSF CA -ENG E.1nnD Cf/fO PER ORM[f175 7]0. L•O R: IECA-e• IES TN EpyERS A11AC0E0 Ri610 •- SEE� 6�7 �Y7c444 T. LD. 31.O PSFI plry M m/ rA IOMER'S CGFORN NFAPPL(CABLE fnOY[911N5 6 Las C Tpl. AN E1CIItEER'S 1p19 rJ 016a I.PPLIES TO LIE COrPOLENt GEPICIEO HDRE 4u rop AlP[tE IUca7CR LRVIA E IT/f/9 1 IOP PD7P[R M OVTAALL APILECATION rUR&T191 A CrPf Of lflls 1.25OtIA lianlllll�SEP. lc Uff AGO SKIM Not BE r tro UPON l'1 ANf ilrieR N.T. OTSCGN TO OE IneRS EPPCTLIl1 COWPA IM. 1UR.FAC. C1911. A��- III 333I� O a&r. buss ruts II49111Urr. MS - 31gl rA11WiLL OESIPt VECIFICAfIWI r[n stma CO:rimcl1fv1 � /�.^. �Q'\ SPACING _2A.0' Job: SIIOTONW / TOP CHORD 2x4 FL Of ,,SOT CHORD 2x4 FL Of WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. = GX THIS M. PREPARED MON CMCVTER INPUT 4LO405 & UINUMONW SMUTTED 8Y TRUSS !�R'R. n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. a a N IN LIEU OF RIGID SHEATHING: m TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' c.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. w OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Y 7-6-0 7-5-0 i -6- _ 15-0-0 -5-0 _ J OVER 23SUPPORTS R=5490 M=3'8 R=537# W=1'8 1) -48. Se 65176 00 PLT. TYP.- ALPINE DESIGN TUC CA/0/1/0/-/-/FRev 7.3u6 SCA E - 0 **IMPORTANT*)c"Im P`4mm NA0• WARNINGtAmn 4E0LARE EXTRTW ORE � TC LL 16.0 PSF REF R427--41372 5114L1 HIT BE 0.BPVaMXE FDR MR m HUOLIM secT(6N AID O O G OEVIATICH IRAN TMIS DESIGN 00 THESE smanCAfI0H4 OR AMr BP=W. SEE Hl"L ST TPC. she THIS OESIEM C DL 10.0 PSF OATS 05/17/96 FAILURE TO SVILD TRE !ROSS IN cowcmumm om OST60 9T TpN. rCA AwrTTOIIIL ®EC(A PEPHAWIT 60ACiH0 AS 5.0 O C C= C=9EC 4LPDM DOHTOR9 AQ MADE OF 2DG4 GUY. STEEL ST NEETDIS AM GUTAtIVAIS. EMSS DTH£PMEE DDICA/EOL TRP y � DL .5. 0 PSF URN CAi smw 96 3esu 4446 60 0 EXCEPT AS IDTED. APPLY CIm+ECT049 90 EACH FAZE DF CHORD ST'AL OE LATEPAILT EAACED VITH PROPER o ALPiN C TOM AID MESS OTIQMISE LOCATED O SI THIS OEGII P0WIICX LY ATIACKD PLFX000 9EC1101)ATHIM 80ffGKi( ous F- LL (U) 0.0 PSF CA -ENG E. jnf G O COIRECTORS ft0 DQUEc&13LE S iftns 190 f 16s c . in Sµ•DAPDS NITSAM TECIUJT AL ACWAUPOW RIGID L£ILTLR — SEE * L— b3aT T. LD . 31.0 PSF III!!I�1'�111I {Ytf1I�11I11 COIIPORK R/LPR3CltLLE RL71'NS(fp19 Cf WS C Tp). Itl EISUEER'S AL%nE TEOORC/I 4TQ11E f713/91) FOR PROPER W� IIRpIYRR Ilf II(FNEIII93pDIlIRl11(5 I111112j111 O� TRUSS �� O ZEAL an TH79 DRAM HD ApN� IES f0 FIF CD/GOp1mf WMTED IERE ORrrUL APPL ICAI IOD FUMILSH A vDPT CF TRIS ' tJR • FAc . i . 25 1R ONLY, AM SHALL IIID Of PELIED MM W IM O/IOM IFAT. DESIGIT TO IEE HUM EFEr.f ICfl CCII I IIAC FOR. � � � � \�` r� GS O O C f� nf 'num 94.4re PC.FEmv. I65 • imi mAtumn rASJGb SFlcrr(CAllmi r<PI IRIDP cuclnr.Trm SPACING 24.0 91 JOtr: (SIMSIM--RANDY SIK3HONS) / T-9 COHN K-1'CANi BOTH SI TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. THIS DNG. PREPARED FROM wAwuTER INPUT (-E1AaG s aIENSIONS) WUMITTLU CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C,B.O. RESEARCH REPORT *2949. (U) 10 PSF SC LL CHECKED PER USC CRITERIA. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS (1) (Y!) THIS PORTION OF THE BOTTOM CHORD 14AY BE EXPOSED TO WAND PRESSURE. AT SPECIFIC LOCATION. PARTICULAR CARE IS ADVISED DURING TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 NPH, EXPOSURE B, 0 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TO 151 ABOVE GROUND HEIGHT - IN LIEU OF RIGID SHEATHING: (1) (U) PROVIDE CONNECTION FOR 2009 UPLIFT. RECOMMENDED CONNECTION TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED FOR UPL1fT: 3-164 CLIAVON WIRE NIALS TO BE NAILED INTO BEARING. @ 24.00" O.C. IN ADDITION, A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (1) REV. 5/24/96 - PBC - NOTES 404/ • 13' (w) 7-6-0 7-6-0 t -g- 15-0-0 i-6- K ch [o rn w m En b. N 15' OVER 2 SUPPORTS R=5431 W=5'8 R=543# W=5'8 T TYP_- ALPINE DESIGN CR T U C C - - F Rev 17.3u5 SCAT 8507 500 0 0 0 0 0 o C= a o r� O O G C=7 O Ci C E= C CI p [7 ALPINE G1 a TRUSS o ca Q r= '--I C-1 L. ' **IMPORTANT**ALP"" EwDEfaE6 o030nI m Brc. sHatJ a0r re a[scausteLE FOR aur DEVIATION FPCH TIUS DESEON OR INESE 3PEC1rIrATNO67. OR aur sArLIfF M EY[LO iNE TPl1SS Al CO'FOPWN7i ■tM 09188 [H Tal, Q.p[HE CO70EC eso AS mtt- Or 300A CAM SrEEL atE:I1S A591 t46 CA a EZ"03 AS aNED. APPLY COUECIOPS 90 EACH /Ari OF TT•T.SS AT0 r10LESS OrT¢PR[$E LOCAIta EM ons nslsa. PBSRi03 mulmIrm PEa Oa1r11SS 13D. 110 C W% -P. USICU SIA10MMS 0000M W&PFLtCJ5LE PO?f1S10S OF 1435 C rPt w Ercr11�'s EA:AI 1n 1(115 rrrrllc ArTL1rs to 115 ccAAeum rtrlttm IFOE I',0tt Ai0 Slum 1131 re P21.1 -M vrcn in Alli Thin MY wAR�iI�iG`wssE' rEoOtPE ElftP96 cAFE ra HSSOt:rv. EiIEiT [O] At43 B-LCE16. sw HIE -91 of rv1. EEE TEs Oes ICA FW AOO1Ttpl0. 6PECIAL PEt1YRtfHT BPACIN: "DEWFTS. %rX?SS CINEVX35E VOICArM FC 00300 && LL 0S LAMUUf 60ACE0 dtrH WDan Lr aT1A7aED a[Te" Sau."M BORT Cx rtrIt Pc0PMf ATTAGEO n1S10 CaL[Lti — AtoEfE TIDNI.AL UpaAIE (1161411 FrR MOPE onrll+u anlcArrT 1�oNns11 n tvin rf ntts otsrat 10 40 11:,ISt TVrcllal LtrnPA[nm srCetl 1CMI:Or rv- Mend, a dru— SSIO � � r �y Ay' . 'i0 y = r V E* ¢x)sr * / `� TC LL TC OL BC DL �.t-0-0 BC LL (U) TOT, Lo. 16.0 10.0 5.0 •O • 0 31.0 PSF PSF PSF PSF PSF REF R427--41373 DATE 05/17/96 DRW cAusata2� ss1389s2 CA -ENG E. p . IUia!�I II 1 I 13NII DOR. FAC. 1.25 SPACING 24.0* i --a•1 - III-= rt Alt INW I FI 1Y. ar; - mi rxl law. t1rslCn Job: 0 / ISSE1 T-10 OTC/SGE it-3'cant z TOP CHORD 2x4 FL #I BOT CHORD 2x4 FL #2 WEBS 2x4 FL Standard :K5. W6 2x4 FL #I: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOSED TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 fAPH. EXPOSURE S. 0 TO 15' ABOVE GRMM HEIGHT. 4 •10 3X6 4X4 (U) 2. 3X4 Illis u912. rrttralitu rem" uunrurtK Aneve 7l.vauO er uAP"blumo bucHLI leu of inu.,zs mmm. x**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*xx n a • c ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. m OR1f CAUSA427 96f3tiS13 CA -ENG E . D A. m CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE -u REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. %"CtlI lk5tWl Ilal p.puWONCtiG11 14 (U) 10 PSF BC LL CHECKED PER UK CRITERIA, to IN LIEU OF RIGID SHEATHING. I- TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED w @ 24.00` O.C. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. m OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c, m MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORE). NOTE: THIS STRUCTURAL GABLE TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING AND HAS 18"1 OUR.00KERS. GABLE FACE TO SUPPORT FILL LOAD NOT TO EXCEED 10 PSF. (0) 2X4 FIR -LARCH STANDARD LET -IN VERTICALS (TYP) @16" O.C. WITH 1.5X3 PLATES (TYP). `•,2X4 TOP CHORD FILLER BLOCK. ATTACH TO TRUSS WITH HEEL PLATES SHOWN PLUS 2X4 PLATES AT 240 O.C. (1) REV. 5/24/96 - PBC - NOTES 4X4 (1) (U) PROVIDE CONNECTION FOR 2006 UPLIFT. \ RECOMMENDED OONNECTION FOR UPLIFT: 3-16d ' COMMON WIRE NIALS TO BE NAILED INTO BEARING. (0) U) 3X6 NOW V 2.5X4 (� 7-6-0 _I = 7-6-0 I 1-6r 15-0-0 (103-0-0 OVER 11SUPPORTS (W)3 -o-0 R-257 plf Was' LT TYP.- ALP NF�-- EJESIBN CRIT UWV, OTY QI FLJE5u 1 aUrn [;a U - - r mev ii.3V3 SL=AM - u aiaU t� o 0 O C l= G e= C O O O Q O t= I� ALP INE o G C o ,.-Au L= — TRUSS CI I� ca �'j o r=7 •1 **IMPORTANT*1��lu e» eE peSCaSP[6I�ra AW 0.Y1ATIeW FaM Tr_ cr_slop Ca PsE3 SPEC IfICAT[tRS OR ADV FAMME 10 BUILD 7FE lgUW W �fF0;MLCF Y7ta OSUM BY TPI. tLPnG CDI7ECTeve ARE Hase G/ 78p11 OILV. StP,R 12ET114 LSiH AA/6 E)4 8 OaEPT AS ttlT'ti. APPLY COIPECTCAS ro FJiW rAm of IMM Aro LORM OrKg4lsE LOWED tl�t t7tS D M14 VMTMJ V=XCMAS Pep 910011 6S M. ISO t 150A -F. DEMM STRMOM rovwe wuvutmc i marxots nF has 11 In. w Imimn•s s<a lrl Tats DustrK xwurs Ft IIE CPoQYAtr1r PET`7CIrn ecm 49 IPi F. ANt .2MAlI mrs w It I]Its L^?t Ia AW 0IKR RAY WAfINIHGa,"'��gelrtEtEX7REeE �� eRAc11G. SEE KM -St BY IPI. see Tees CES301 rob AIIDITtmLtL ®RIµ FOAPAwarT 60ACOAi -0e ealPEtr;vrs. I71E55 OtFEAU:E IIIDEGIiET! 1 CB7AD SiN.L R -c LATlaFI1.Y BPA® Ir717 rBe7R IT A-MA04v PCTOWD 12"Mr1r, 50 1 aov 111TH Ttla'fa.V A7FACPEC I%r LD CMIra — S tt►IA>: IeoTnCAL WTAIF MIMI FW T41Z1Ep SPnul M71.Iuietn. r1.T71rle A 171IY lir 0175 I[SIN /P 117 Heirs rl11 CitDA• tmm;=i1YL SSIO � wee, �� W ?. � t� �t S r � v 5 �t * IIS 6�� cri �! 11 ( ��'�� 1` TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF SC LL (U) 0.0 PSF TOT.LD. 31 .0 PSF REF 8427--41374 DATE 05/17/96 OR1f CAUSA427 96f3tiS13 CA -ENG E . D A. OUR.FAC. 1.25 SPACING 24.0 ...117 - «.,-, liArt wrinnr. tW • IagL IAIInIDI IDs[Ge %"CtlI lk5tWl Ilal p.puWONCtiG11 A to CTI Job: t9IMSIH--RANDY sINNow TOP CHORD 2x4 FL X11 BOT CHORD 2x6 FL #2 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 e3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" c.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MIS UM. FHEFIWED FRUMI GUMWItH INFUI 0.UAU5 8 U1e-N51UN5J MMMITTED BY IFMS Wfl. THIS GIRDER DESIGNED TO CARRY 02-00-00 FRAMING TC/BC SPLIT a FROM ONE SIDE AND 15-00-00 TRUSSES FRAMING TO BOTTOM CHORD c FROM OTHER SIDE. sn x RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. NINO PRESSURE. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. � m w RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. JJs cn REO"ENDED CONNECTION FOR 15-0-0 TRUSSES 24" O.C. TO BOTTODI CHORD:6.9 A) a SIMPSON LU24. SEE CATALOG C -95H-1 FOR NAILING SPECIFICATIONS, (UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUNSER SPECIES, THE MINIMUM HEEL HEIGfTT OF SUPPORTING TRUSSES.) 1.5X4 3XB o gP7 Q l� W 2.5X4 (A1) OVER 2 SUPPORTS 3X4 R=1075# W=3'8 R=997JT W=1"8 Seo; 859- 8 PLT. TYP.- ALPINE DESIGN CRT UBC CA/0/1/0/-/-/F Rev 17.3u5SCALF 0.3750 o t� 0 0 0 0 **IMPORTANTiEifLLDIIFFmvmEwO °g00"s-'" WARNINCQ"`m"'mESTf94. A TC LL 16.0 PSF REF 8427--41375 SCJ L FSE ISE PESMUCIfE FOR A`�T cu CA1JULT"O. 61E4TH Ase �,9e oATRUSS o¢Ywrsrn rRH rets 00=3 oe FW.0 sFrcCtrttAnt+z CA Pr WAcw. s1E: W93 Tr MI. NG TICK tfl!M 1 C OL 10.0 PSF DATE 05/17/96 0 F num Ts euro ne Tmw Is cwrcwxrE nllr esw eIrwr. Fon AWITFCVM ePECI&L rVW44 ? P34CEw 4E0 it-ne co+seerlrls me aAlx or �1 sALv. steel mmavm ILs1s uumDl�Ts. xaess anew naleArEv, Top DL 5.0 PSF ORW CAUSR427 s 38514 p AM GR S EMPT AS IOTA. APPLY CCNF.CTCFS le EACH FACE Cr Otsco SOLLL i LAIe[ALLY W -A= LIEN PrYfLO o uxls5 AID CKLE9C DTWWM LOCAIM OH IVES MICK POSTFIOv LY ArIACHED alrmo NEAl1uIy eor/m. CIO:* � N0.CS3$4g LL 0.0 PSF CA-�ErN�]G+E.O 0PEAC,.LE 6S Til leo t fes C I. in STAIDSA"S CEPH »WE1Y.rA LIPADPE1 1 90 Ca --St[E..QD91T.LD. .71.•0 PSF� I'll II;�{'II II��gfull 11Coo9TC1iIM/APFLICLHLE rnovrslaas or IDS C fPt. An EIGIIEf.R'S ALP1rIF 1F.CINICAL EPnhTC n/Iro0 fta tmcc,Es '^P. +1'UIIIU�IIID lt'IIJ=[FI�JitJ5��JlH1�WILL OF I"Is ow.11EI.6 Agtm- re 111E rcoMFUI 1QTICTEC FIORE 111TWL1 APET lretltrl r6fmw %rtlr7 of itus f r . UR.FAC• 1 .25 nl 011Y, A00 _IML Ib1 CE EEI WD b"DIA all AtU Efu rn W.I. MGM IV Fitt rmss cnci3/Y/ IININILIIM, �\ o r1 c= ra c� r—uIF r._".1 • lrs-5lLA1L Fns11"11r_ los - mi IIArwWI. orssr.n rr[r1rI4:Afuw rLoYOLD.t7P1:Irlullril F AI 15.pArmm SEE ABOVE T-12 MW UETOP CHORD 2x4 FL 01 \ BOT CHORD 2x4 FL #i m WEBS 2x4 FL Standard .4 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. THIS DWS 20100e IN)VT {LOADS s 0 SUSHIrM BY TFOJSS UEFA. m CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c En 1U) 10 PSF SC LL CHECKED PER UBC CRITERIA. m a N • v IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 9 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. to m M m En m 1 .7lCq 1.5X4 a Q 9 � EO , 2X4 (A1) EJe• ��� 2.5X4 -6- B-0-0 OVER 2 SUPPORTS R=3460 W=3"8 R=228# W-1 "8 4� 4Q e� 65186 T TYP.- ALPINE D GN U8 CA/0/1/0/-/-/FRev 173U6 CALF a 0 250 4 o c a 1= c **IMPORTANT**XLPIHI "'PPOOLATB- 'm- WARNINGa403196 .&"De E""EPG COE TC LL � 16.D PSF REF 427--41376 DATE 05/17/96 SPJLL ROT a ft"OLME FOR MY DEYEAr[O1 FBGIA TKS CIFSEQI OF 426E SPULFIC4T101A OR NIT IH nm4A PIA U9010I1 AIM 54CIAB. SEE .15-91 Or IDI. SEE 1165 CFs]LK �.\ � TC OL 10.D PSF ORH CAM427 SS 38515 C� C C O O C C FAILOPE TO BUILD TLS tA164 IN GOWCANQ= WRIN CVW K IPI. XLDTLE. rOL40ECTWS. ARE MACE OF 7094 GAXV. S•ESL FEE IVM ASID FOU ADDIT10M SPECIK PE49LM T ERLCEID At CO7CQMJTS. W&ESS 0114MOSE YMICATEC. TOP DL 5 • 0 PSF C� [= C= O o �l_PINE o X445 GR 5 ISCEPT AS DOTED. AFPL•/ COt1ICIOFS 10 EACH FRCS Or Dills AID WLFSS Dt"UM tE LOCAIED ON INS Dsei IWFI]OD 6Arm SHALI OI LAIEPAI I I efQQE2 5110 PRpE0. LY ATTXoIw ALTNW) G1 JL1llOr 601104 LMIOD ll r LL LU) h0.G�ry p 0 PSF '�1 CA -ENG E . D ���I I I��ITri 0 G �+C89FGPH C%,lr4PI0R5 PER DPAR71ffi 110. LOS 1006-r- S. AU 51AIICAIOS M/APFL]CABLE RiOY[S1Gq N IUG [IPE. Y/ Oq1niER'S mm"S r0 1$ empo EIA UEPICim IERE ALD»f. iEC1HlGl LPOAIF d/1/911 FOA WITRALPI PRO-EPLIWXMI ALL LCOED RM IC 911 OR �JM Oi"INLL An1i1CA1t07. Ft"USH A COM O E'— 63097�T.LD. �Y� �1�7`F.333�I�661 ► p PSFII 1•25DI t'1�.75 SELL ON Iml DRANjru DIIY. AIA 511A1L tJm 12 21 LEU 11N.w 111 AHr ORCU NAT. MICH 10 11! IUU55 Cr{GI701! aftIPACT UR.FAC. 0 0 � o 4Q` SPACING 24 -0" _ rwss nLilE 1125110»E. IL'IS - 1701 *I NITIAL UE•.fGN 1"[CLr]CAr101/ r0A BQFO QOIP.1rlICLYJII 01 a W ti •� rm Job. LgMlN--MHOY SIMONS) / T—I3 TOP CHORD 2x4 FL #I :T2 2x6 FL 02: BOT CHORD 2x4 FL #I WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3.. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: REACTIONS R 6 R3 ARE FOR 01 CALIFORNIA HIP AND 03 CALIFORNIA HIP RESPECTIVELY. fl 6-0-0 2-0-0 i-6-0 1 B-0-0 8• - - f OVER 2 SUPPORTS t R -459f W-3"8 8-517# W -i'8 93=343# - ' 83=194# 0 THIS WSG. FREFARED FRE[ CUMF TEFL LMUT ILEIAEIS 6 OINENSIMS) =MrTTED BY TRUSS KFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE A REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. c sn IU) 10 PSF BC LL CHECKED PER UBC CRITERIA. 01 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. .T USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0'oc. EXTEND LD SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER, SUPPORT EXTENSIONS EVERY 1.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE .. FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER 9 24.00"CC. to ATTACH WITH 2-16d NAILS G 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 Co FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6), OR CA -HIPS ED DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES I EVERY $_ 01-05-00 FT. cc.. Cn IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' a.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. '�r Se q: 85l 88 mov 47.3L16 SCBI F s '47951 0 o p p t= p r -I C O p x*IMPORTANTiEi�"L'"'E u""` W PnalcTs, 7K SBALL dnl Be nE9S13[ I FOR Ah DEwunc 7 rstm THIS cocum oe mese spicum&TETtlS W An FAmulig 10 WILD TK Utuss In cml xuvmm WIN CSt80 by TPE. ALPME CWMCF013 AM [LLM G1 ;0;4 COM L7:l IgT11Z ASII "ie 6n B timT AS num. it v CONECTG0.4 1G ucii FADE K IRussAtGIaLM oI OWN LDulW w fPt3 DEstCti PGS[17/P PER MAXIMS M 1'30 I NXA-f. DESIGN STAMM$ PMES30M Gr IMS C rPt. All DIGFIVA's 0:1 MLS MAXI14 ADPLEES ro U9 L1111"rll oFFICTED WOE MI 00.1f. AND SHALL Wl BE R£L1ED VM4 IA Atlf aIlen MAy. KARNIW.""t 89Eanl>E exIPTNE CW [N IOIiILOG. EPEMIGB ASD 8m—mG. SEE 1LIa•GT er wt. sm nus DEsm 'OA AMITICILLI SMIAL /ETRIA011 L'A&MM [E 21OP60"S. MESS GEWSWtSE ttrfTCA1L0. TGP Lt ATIAt3RED VVMD 9EAr1l3RZ. 801104 CRUM ■IIB PRp•ER.T Atm -WO 11=10 CEILtRT. — SEE =nm 5114LL at Li ifpx f cpacm 6[rll PCOPeAEA. UP E 1ECMIICAL mAIE 17/1/99 fCanPOPERWAL ODfIKL APrL1CA11t01 fLowt" A COP[ G3 Ilt[S 1 ol3rGN M It¢ TMMS Ela:l ta: Em rALCiPI. SPIECIf ICAIM PCA 100 LLrLanllCrltil mei P' y �� Cr0 � APf TC LL TC OL BC OL C LL (U) TOT.LD. 161.0 PSF 10•0 PSF 5.0 PSF 0t•0 PSF 31•0 PSFCOMRb11UlPFL1CLBLE REF 8427--41377 DATE 05/17/96 ORM CAUSPA27 SS 316 CA -ENG E.0=tL`XXTC0 OUR.FAC. 1.25 PACING SEE ABOVE 4-1111 . TOMS PL&M WSWURE. 109 • 1SL IAAIMAL Gt:[Grl JOD: (SMIH--RANDY SIMMM) / T-14 GIRD TOP CHORD 2x4 FL it BOT CHORD 2xB FL SS m WEBS 2x4 FL Standard : W3 2x4 FL # 1: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING• TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 9 24.00" O.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X8 (931 4-10 CVG frsl THIS M. PPEPAREO FRDN ODMTER INPUT (LOADS Z DIMENSIONS) THIS GIRDER DESIGNED TO CARRY 02-00-00 FRAMING TC/BC SPLIT FROM ONE SIDE AND 36-00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM OTHER SIDE. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT X42949. RECOMMENDED CONNECTION FOR 36-0-0 TRUSSES 240 O.C. TO BOTTOM CHORD: S114PSON HUS26. SEE CATALOG C -93H-1 FOR NAILING SPECIFICATIONS, (UNLESS OTHEWISE SPECIFIED, SWPORTED MBiBERS HAVE IDENTICAL LUMBER SPECIES, THE MINIMUM HEEL HEIGHT OF SUPPORTING TRUSSES.) 1 OVER 2SUPPORTS R=2922# W-3"8 R=29220 W=3"8 MFR. to rn w Y V (B3) 4<1 ' E re/n/e/n/_/_/r Clov 17-3u6 CAqL• 85 E v O195 __COC rt_ I I l r — R r JL i O C� o O [� INCU 0 J lu" V a■ **IMPORTANT**V1D"* FISEIEERED M01=1S. 111C. WARN INGu'L � PE EtTIEHE G4C AM -- TC LL Q - 15.0 PSF REF 8427--41378 DATE 05/17/96 C=3ATRUSS � 5144L 1401 Of! WMPf 433121E FOR ANY Cujurm FPC" TdtS DESICI Ct TIMSE SFECIFIG.:ID15 OR ANY D7 HfJ1i kl.. ERFCTl09 BFMC[IG. SEE HI8-93 81 -Pl. SM FNIS DESI09 TC DL 10 .0 PSF ORW CAUSR427 36 38517 C� FA3LIOF 10 DUILO TIM 1PUSS CH CGSOPn1C31 x191114'09 Of 1P7. FOP ADDIt1OHi SPECI4L FEPPaMJIT etLCILD RC i C DLJr.Q PSF = ALPHA =PECIMS APE Me C 2004 OKI/. STEEL MASUD ASTI OIITTENEMS. vacs D111"I F IPOTCAMP. lop AAf6 lii O EXCEPT AS IIOTEU. APPLY C91dlC101S 10 EA01 I'ACE 1T CU WIS DESM4 PDS[1I09 ta9mD STALL 62 IATE0/4L1 BPAMP OEM PrOPIEPW^,�.!LL L1 ATIACIIFD ILT9000 ;4EATH010. VOIICK Efaw 3USCO�Ur O ,Q PSF CA -ENG E.D 1/lg&M Gru MD WSESS OrWiMiSE LOCAtED crm PER OPAIIIICS tM 1'Y' d 1E9A-F. D•STrtl SfAIMMUS N/APRILADLC PfWrSlbb OF 1116 L fF2. AH F.1L^UF3Fi'S 'ArM PFIOPEPLf MIMES) RICIO CER 11C — SCIT.LD. LLPDIE 1ECNHCAL 1P'D�\rE U/3/Otl Fon PIZLiE'R SwFC �'1•a 6my PS'Fpy0pgl rtl IO[SDPANIUD APMfFS ID 1HE CIWO[[t11 CCi`UNDFFPf AIu SDAIt uu a "". ", "I Arlt Unu+ 11A. IPTf11All AMICAIi9q. ItSufi1IA CCPf OF tI116 ulslcn l0 u11 tract pEcruA1 cDUrrucrm. v. uR.FAC. l,� C ' 1. SEE ABOVE •1111 - fAASi rl_A TF 1fyg101F• It1t . ITIS MI I1X0.1 DESIMI SPECtF1C+lr IOU IUII 111101 U4+611n t; 110n OQ�\� S AC N6 w SIMSIM--RANDY SIMONS) / T-15 COMN TOP CHORD 2x4 FL 41 BOT CHORD 2x4 FL Ai NESS 2x4 FL Standard 1'both sides I t • CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: ATIS TRUSS SPECIFICIS DESIGNED TO LOCATIO S. PARBEAR TICULARDIOR CARESISPORT ADVISEDIDURING LOADS INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING' TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o x . IN ADDITION, A RIGID CEILING OR 2x4 113 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4J_f 0 DWG. PREPARED FROM COMPUTER IMPUT (LOADS S C1 SUBMITTED BY TRUSS NFA. - n D ' c N CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. v (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. to (1) REV. 5/24/96 - PBC - NATES cp w (1) PROVIDE CONNECTION FOR 20099 UPLIFT. RECOMMENDED CONNECTION FOR UPLIFT: 3-16d COMON WIRE NIALS TO BE NAILED INTO BEARING. Lq m 4X4 4X4 9v 4X4 2X4 1AD n 4 All (V) (U1.5 4 1.5X4 13- W) 5-0-0 I 5-0-0 01 1-6-0 10-0-0 Ti -5-0 OVER 2ISUPPORTS R-3880 W -3"B R-388@ W=3"8 Sea' 85i9 UovW7 aa7E; RrA F o RI D O C O [7 n o I� o p cm O C7 �- C=3 p O G p O Cl A' nIw' O [� NI -P N e , L7 TRUSS r=) O =114 L1 a-)= O r� Cl *IMPORTANT**Osla; E1r.E7EEHW DDaollcrs ,r>c. 57a1L NOT !! N_Spmesseu FON AIH CEYIATM "M 1NIS 9ESIM CA TKSE SFECIFLCAMIM 94 AM FAILURE 79 6UILO THE TALM ER COLPO6rJWE a1rH 9STEe dT 1p1. "Jl c EOD4Ecrms An 7610E Cf 4068 OKY. STEEL MrTDtw ASIA ACflS 6R B 13CEDT As IOtED. APPLY CCa7EC194t [O Ef0/ Ftce or UKMS AM UMM 91m 6E LOCATED 9Y THU 6ES764 OOSTT Ma court :Tams PER eumt s 130. 154 C 78eA-F. CMM sTeANWS B011F6fa7 Y/AFsIL1CADLE PMVESTOlt3 OF LOS C TP9. AIf EEOIUNA S SEAL LW Ta LS LlMAIDC Amus TO 1NC L'mIPCKCNI DEPir1ED IEAf (*;Y ALO SIIML NOT CE LELIFD opal 16 A71/ OHM 561. WARNINGTfm>sIz AlmimE EXTAIDE CARE EN IIAt"JICL MCT14H Allo W.GIhG- SEE 7[®•91 aY 1P1. &q hats EES16N Fog AWITTONQ SPECLAL PEOFAMM peACINO D OWDEIFHTS. 11LLESS OTKRCM UNCATEA Glcs+o svAti aE l2TEM"-S+L'SC IrITN uNa' LV ATIAZWO oLvkmn SWAT.M. SOTT KnH RWM0.T ATTACWO AWSO CEIL306 - ALPTIE TECWMAL DP"TE 97/1/911 1011 PP OADIML AWLICA1101 F: g%l A CUFF OF fNt votol 90 b4 moss LrecrE[% Co1TDACIlm MCIFLCAILTID FOD Ku-.11iorGmL:.IUa1 SS � JJW .� y Q '!/C y = TA r^ = r 6�wAT �t * / � •� TC LL TC DL BC OL BO LL (U) TOT.LO. 16.0 10.0 5.0 0.0 31.0 PSF PSF PSF PSF PSF REF 8427--41379 DATE 05/17/95 OAH cnusRa2T se sella CA -ENG E. 0 � �t'11.25 DUR .FAC . 1 • 25 RPACING 24 .0" .-iPI - MMSPLAEE INS11161E. ?Km . Yplt mrjuiLq orsT44 Joh: 0 / ISGE) 7-16 DTC/SGE I -PLY TOP CHORD 2x4 FL #I BOT CHORD 2X4 FL #1 WEBS 2x4 FL Standard :M W6 2x4 FL 01: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. DOC. WITH FIR-LARCH H STANDARD VERTICALS (TVP) 0160 2X4 TOP CHORD FILLER BLOCK. ATTACH TO TRUSS WITH HEEL PLATES SHOWN PWS 2X4 PLATES AT 24" O.C. 4X6 1c 1 9 (U) THIS DHS. PREPARED FROM WMPUTEN INFUI [LUTALlb 6 UlMtff: ilurlb) .JUAPTA I IPV _or 'AV r m, n X**LDAOING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*xx a c ALL PLATE ARE 1.5X3 EXCEPT AS NOTEO. rn m CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE KITH THE N REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. v (U) 10 PSF BC LL CHECKED PER USC CRITERIA. tD m IN LIEU OF RIGID SHEATHING• TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED w @ 24.00' c.c. IN ADDITION, A RIGID CEILING OR 2x4 03 K.F. a) OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ED NOTE: THIS STRUC`IURAL GABLE TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING AND HAS 18°OUTLOOKERS. GABLE FACE TO SUPPORT FILL LOAD NDT TO EXCEED 10 PSF. 3X4 (W) THIS PORTION OF THE BOTTOM CHORD MAY BE EXPOM TO WIND PRESSURE. TRUSS DESIGNED IN ACCORDANCE WITH UBC-91ed. FOR 75 (NPH, EXPOSURE B, 0 TO 151 ABOVE GROUND HEIGHT. (1) REV, 5/24/96 - PBC - NOTES 4X6 (1) (U) PROVIDE CDIVIECTION FOR 20DO UPLIFT. RECOMdEND1D CONNEC'TIO1N FORVPLIFT: 3-16d COMMON HIRE NIALS TO BE NAILED INTO BEARING. 2.SX4 2.5X4 (0) 5-0-0 5-0-0' 1 1-6-0 10-0-0 -+ moi` 1-5-0 10' (W)3-0-0 OVER I AU POR S W -4'(W)3-0-0 C= E= 0 0 o c C= p O O O O C C= a o c7 o C=� ALPINEo TRUSS `� DESIGN CR BG uly TC LL � *IMPORTANT* �,„o 41ARNIhfG�m IE�lS�Irso"f 1winTI Evec�Aty& D:r[A7[CN rnm MIS OES101 OR T"17E SPEC7ILATICI6. CA Air BMCIIG. SEE IQIt1% Of M. SEE THIS DES , FULOgE TO 1100.0 I/IE 14USS III C411FOWIM M 10TH OST16 67 TPI. r0F AwrrtR7LL SPEC[LL MYASItT 6RLCII ALPELE Ct1O1E FM AFI! UAE Er 200/L GLLV. SHEL KFTtMr AST" [APPE$DTS_ MA -135 orK•PAISE I[DICAIM IM &446 r -t1 B OrZoe AS tWEA. ACPLI CoIr1ECTa15 to EAC6 rAAE OF C"m SMIL BE LAII9LLLT EPACO FITB 7605E AIS U1LEW OT1ECMU LOCATED OU rn1:a OtS 16n. M!I r0" LT Al T&PAED PL M01OD IMSA 1`10M. 9011 Olt CO LIEC9042 141 UPAVIIt0S 130. ISO C 130A -r. OESIW StuaLAD' Stnl POCKOLT ATTUM Rt618 CEn V4 CDIIrcm WAMMSSLE PRO11S10rtl O IIDs c IPI An ENIIFEV5 ALPIPIE rECmnCAL. ML%rE 17/1/90 Fog BrAL IN IPrc U40I I bG LOPt ItS IB "F CM6%Wll9 IrPLCIrR PSPS Igr/YLI: AI71 rml lO4 IIT�IISR L COPT Or 11 III Ltl V. 4AI :.LILLt MAI DL KLIrp 1),IIY QI AM oO[O VAc. MSI:E to 1H IAryittr MOL c[trRAcr Gla TC LL PSF ,1� F'y TC OL I . (0 PSF BC OL 5.0 PSF 13845 r BC LL (U) 0.0 PSF 63v AI TOT. L0. 31.0 PSF OUR . FAC . 1..25 cp&rTNr. 24.0' �iX r Job: (SIMSIM--RANDY S DWNS) / H-1 HAT THIS ONG. PREPARED FROM CMMTER INPUT MADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. U?TOP CHORD 2x4 FL 01 BOT CHORD 2x4 FL 51 m WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. c� Z W ' W Z: M 0 Z W W Z M Cc r - a. m m m 2X4 r- 4'10 4'10 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE >- REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 52949. cCA 1 ', (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. a� CONTRACTORS WARNING: ^I; THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING �! INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Q1 IN LIEU OF RIGID SHEATHING: w' TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED m @ 24.00" D.t. IN ADDITION, A RIGID CEILING OR.2x4 03 H.F. o OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. lu MUST BE PROPERLY ATTACHED TO THE BOTTOM -CHORD. c FOR PIGGYBACK DETAILS REFER TO DRAWINGS 634.016, A625.376. OR 847.045. 10'7"6 ---MI Aa3405 W-3"8 R-3400 W-3"8 m PLT. TYP.- ALPINE ti G C C O } O t= C t= Cc C C= C C 'C O C O o �ALPINE� 1� o TRUSS GI C C C [7T r•� r::t 17'6'4 \ 'TRUSS BELOW n LrczDlL7rf Lm J. 1 LIDO. LA r tit! V 11 ..3 Ll 0%.P lf*IMPORTANT**ALPDE P'ta71IEL7= PnOL4F:Ts, 'm SHILL S.OF 8E CEWIPSIaE FOR ANI WARNING"' MIR EEISM-E rail MUMS% A4O e TC LL 16.0 P% 111;41104 FRW. THIS OESIGS OR HESE S-,S[FIC4TF6S OR AM H EAE'TIOL MU''r- SEE rt8'97 07 :PI. SEE Tit[S CESIMII� E,QS vv DL 10.0 0 - O' IATLVi TO IUILD WE FAUW [H CWOPPWICS Iq Ut 05785 N 1PI. FOR A001TIGHAL SPM.LL PGAPAMWT SPACIIFI aFTC 5.040 LPDR COlILECTORS APE WOT OF 295E GALV. SIM I¢ MO AST" OIRAI_CST3. Wass OTIUMISE PD)WES. 10P DL MEG CA 8 ESLEPr AS ADTEO. APFLV COH$'CTCIS 10 EACH FACE OF r.K D SIFALt SE LAIEti1LV 11PACFO SI rH PCOPd1 OC W r � 0.0 TIOSS AJ17 IRLESS 0111EWISt LGCAIM RI THIS 03164 MJSIFIIPA LY ATTAC`IED PLY■C00 SFEALIriz. 1111"a t CIDiD ft �yI5 LL (U) 1' PJT' CSOLEC7943 Pp DRAMIILS SIO. 1H t )DOA -r. DEST6t4 STIAAIIPOS IIItH MOLEALY A: twin AUTO CEIUM — SEC * � �i1M11' 9 T. LD 31.0 PSF CMOres" W/AFt.T rCKQF FFMISFUM OF IM C TPI. AN EFDI64ETl'S ALPIFE FECNUCAL LFRAFE (711M) rep PROPER * _ :=AL 04 Til FS (11101M AFFUES TO VIE CO4M&41 SCPICIED IEO1 OR/RACL ArrXIcAtIR4 fLRIISIt A COPT 4r 1105 C �tt film C k— ^C 1 - 25 . PHOT'. OT' 9M. AID LL POF BE 11CLLE0 41.61311 JHY 011911 WAY. 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SIAL PLV W0413 �_� .� � Z �.� o,c-. - ; LOT"5 10ES , �Tl:-b& Y2 PLY W6 GAPS o� (ALSO 05F� 3) % I\J ow.W�L TUBS `o 0.O IL Yt 1m1R:= 6 CX�.v 1� � f" Tvtet= OZ% � J J 75,7 5' - M� oo u Jb-�t Tne_- �S f 160 hO ' ; is e, .I4AZoPr ISL .'Ro 7) (z). � 35 621 21V( PLY a y''�,� • �� , 5 ids 3/8.1'Y�1 "Wromano 3 — . fir= Z�,� � �� �►2-= 3�� s"s � T��t = y3y3�. ►��z� . N\,T .9, 3) q.9 L -I q% DSill USC �i"` �� rn oyG, - = --- - 1�I uF /o� 5hdv�r�Oul s J �� t �G�— F�.B °C3 2v F-Qu0 T b A f AG. C w A�� Rm \A l = ZS 7 110 I+AV _.:3PftOF-Ls 3/6. PL� w/ (01 K - OUTS 10 R PALS 0 * (' , , , -Po r 6'r, N PL Twp 1.1.`� 1 lO . �� P)q I8 TYf.(�'1-�-- Ph►�CS '- 69 u- - �1� I M_rv_EY -. I. �1ssu ►ML_ .. s� �s. �.c, c:o,.s r�vcs y�_�„ go F �163T 1 N.Ct CRIMV06Y L6wT13 Gk LA) K.ItA X�S . aCr�oF►�(, , 3Z _s S QIP.- los 00T:_ 3/8GDX. , . Reovl: tvoo F root �ti,. w L ii k c Mor=. _.14 069 0 MSR = _ I Z,3) Oce L.0. VJ Au NO.3 5 _ EXP: - --- --- - - --- -- — •, i e � /q e•e 61 VC eee Y r - --- -- ---- W ALL -W� -- - _-- -- - -------- __ _- __---- __ _���_��_ - -� to-r� _ l 2_I, b.C. , Vtt2T �—.- - --- - - -----�-____— .-------- •------- -- LA- lut,-1tit _ X CANTILEVER RETAINING WAI. SIMMONS NORTH WALL RETAINING 02-01-;'5 FALL PRD,"-ERTIES: ------------------ hall height (from top of footing) ....... 5.00 ft b'ali thickness (at top of wall) .......... 8.00 in Wall thickness at base of wall..,........ 5.00 in Footing width ........................... 5.00 ft Footing depth I ......... I. ... I........... 18.00 in Key width ....... I ....... I ................ 12.00 in Key depth (from bottom of footing)....... 18.00 in Distance from bottom face of wall t0 toe 12.00 in Concrete Weioht ......................... 145.00 pcf :OIL PROPERTIES: ------------------ Height of soil (from top cf footing) .... 9.00 ft Surcharoe ............................... 0.000 psf Equivalent fluid pressure ............... 55.00 p f COefrncient. 0f sliding fri -ticn ......... 0.25 Passive Dressure is Tr:anoular Passive pressure ..................... i50,00 pcf Top of pass. pros. to top of ftg 0.00 ft Soil heioht .......... I ............ I..... 100.00 pcf RESULTS: Factor of safety aoainst overturning .... 2.02 Factor of safety aoai;st sliding ........ 1,02 Maximum soil bearing .................... 2588.55 psi Length of pressure diaoram .............. 4,00 ft Moment at base of wall .....:............ 4.25 kip -ft 3q I v\ Z /fit F,,/-r6DKsi F L = q ks USE v- (=>(=>0a) 12"ac ____qROFESs/o AA� oe EXP -NIP ?,Xlz OTHEAS LVa�l_v_E F-2 -- Z-(:: ,_, JOLST5 ,At,T:L-:1' R RETAINING WAL- Si"Mohs EAST WALL RETAINING C GARAGE C2-01-95 WALL PROPERTIES: ------------------ hall height (from top of footing) ....... 9.00 ft Wall thickness (at top of wall) ......... 8.00 in Wall thickness at base of wall........... 8.00 in Footing width ........................... 4.00 ft Footing depth ........................... 19.00 in Key width ............................... 0.00 in Key depth (from bottom of footing)....... 0.00 in Distance from bottom face of wall to toe 12.00 in Concrete height ......................... 145,00 pcf SOIL PROPERTIES: ------------------ Height of soil (from top of footing) .... 6.00 ft Surcharge ............................... 0,000 Dsf Equivalent fluid pressure ............... 35.00 pcf Coefficient of sliding friction ......... 0.25 Passive pressure is Triangular Passive Pressure ........................ 150.00 Ocf TOD Of Dass. Pres. to too of ftg ........ 111.00 ft Soil height ............................. 100.00 Dcf RESULTS: FaciCr Of safety against overturning .... 2.82 Factor Jf Safety against sliding ........ 0.97 (axi&um soil bearing 1450.21 psf Minium soil bearing .................... 113.79 Ps-1 Moment at base Of wall .................. 1.26 kip -ft W fA L r�. B = I e = s'' Fy60 Q �► X R\-/ USE 2" G IM V V/ F'rh z Z k� , �fr3'ME (ZElNr, .4e S MU = Z, 14 ]} -k —----------- B—TI Lc,k C. -------- -0 R C _vV) LL �O OFESS/p�� -----:---- --- - - - VJ Au •--NO.- ° ° k _' t y^• T Q s - -- ------------- I -{L_= —_ -----.161. -- 6 (srs ----- --- -------- - ---- \/V ILL W�------------ - - ____.-------- ----- -�-- _._.__._�.. ___.. _ N�o�� (�—_ _ .__ - -------------'------------ - ------orHa-As --- - - ---'- - - - ------------ ------ ------ ------- -- � ��— . �T —,N f•�'IT' I i. - A WA' SIMMONS NORTH WALL RETAINING 02-01-95 WAIL PRO'ERTIES: ------------------ Wall height (from tap of, footing) ....... 9.00 ft h Viall thickness (at top of wall) .......... 0 7.00 lri Wail thickness at base of wall........... 8.00 in Footing width ............... I ......... .. 5.00 ft Footing depth ........................... 18.00 in Key width ...............1...........I... 12.00 in Key geoth (from cotter of footing)....... 18.00 ?n Distance from bottom face of wail to toe 12.00 in Concrete ;'!eiaht ......................... 145.00 Pcf ;,OIL PROPS?TIE;,. ------------------ Height-of seii (from top Cf footing) .... 9.00 ft Surcharge 0.000 psf Equ'_valent fluid pressure ............... 35.00 pcf ,oefficient of slid,*,io friction ......... 0.25 Passive pressure is Triangular Passive pressure ........................ 150,00 pcf Tap of pass. Pres. to top of ftg ........ 0.00 ft Soil Weight 100.00 pcf RESULTS: Factor of safety against overturning .... 2.02 Factor of safety against sliding ........ 1.02 Maximum soil bearing .................... 2588.55 psf length of pressure diagram .............. 4.00 ft Moment at base of wail .......... I ..... ... 4.25 kip -ft iv = O Ks i FL _ q KS Mu=7?-3�-k USE C', - — — _ .SC 1 LV V .V V�OF so e vv ALL • o N®. 4� ° oO°oo..o•°° (y I -. - - -- _ _ _ - --" " ------ -- 6T IEgs -- - --- -..�---'--------- �' _--- - - ALL W/ IF'( -z-y. K 5.. -- --------- _ ---------'--- - - -- -- - .. -- - - --- .-------------- -.. F -ern-`= � � 1�-5-� ---- ---- �� "---------- - --- - -- ,—,�------_ _ ----- -- . WRTEK- :ANTILE4Er", RETAINING WAL_ SI"�MONS EAST WALL RETAINING f GARAGE 02-01-95 WALL PROPERTY: S: ------------------ Wail height (from too of footing_) ....... 9.00 ft Wall thickness (at top of wall) ......... 5.00 in Wall thickness at base of wall........... 8.00 in Footing width ........................... 4.00 ft Footing depth ........................... 19.00 in Key width ............................... 0.00 in Key depth (from bottom of footing)....... 0.00 in Distance from bottom face of wall to toe 12.00 in Concrete Weight ......................... 145.00 pcf SOIL PROPERTIES: ------------------ Height of soil (from 'OD of footing) .... 6.00 ft Surcharge ............................... 0.000 Dsf Equivale,it fluid pressure ............... 35.00 pcf Coefficient. of sliding friction ......... 0.25 Passive pressure is Triangular Passive pressure ........................ 150.00 Dcf TOD Of pass. Drs. to tOD of fto ........ O.UU ft Soil Weight ............................. 100.00 Dcf, RESULTS: Factor of safety against overturning .... 2.82 Factor of safety against sliding ........ 0.91 Maximum soil bearing .................... 1456.21 psf pini^um soil bearing .................... 113.19 psf Moment at base of wall .................. 1.26 k'--'D-ft W A LL .. r1� - � Z � 1 Ids -, l a / �+ Us E M R.\-/ U5� C M U w/ F� u PAA = Z,14 �t -V, j^PEVIS101VS STRUCTURAL CALCULATIONS RCE Job #95-002 for Simmons Construction , Randy & Melodie Simmons Lot 514 Donald Drive AN 47-48-19 Chico, CA 95926 10-1 �r'� • Basement Masonry 1-11 Retaining Walls • Basement Glu -Lam 12-17 & Support Design Revision Summary: Rev. 0 Initial Issue ;VLOESS1p ,JqN! CIV 14- 4- 0 At V "BUTTE COUNTY BUILDING DEPARTMENT APPRO� D SRH 3115*1a5 r ROBERTS CONSULTING ENGINEERING 1708 Salem Street Chico, CA 95928 • (916) 894-8801 r G0 ` AI S r"rnans gs,ODZ R-� G m u r7, ra c� �a �l A' su r-,-7,o4/,C n S I, >°cr55i✓G PrcSSUrc � �� . �ilG /i7GSEmE'n / /S ���f"� GUi'7Ln Q P�ssivc resis�c,rrcC = ./Skg{ • �Z� 5'• 3G . 35 yy {r i�.T%arl D• 8�` G . u s -7L pa -S -e-1 uc pr -C --5,S urC I r7 /��7'r t'r7 Prd • e3 -i PL • .Z�z = . 8 -::�'` 0-4 �0 2 I' Pz lz o� , PI = . 43K/, /,sa SI i��n S F � ►.o ,#�/ w i �Jrl s s i Q = 7LO Sc� Swvr rnarv, LL @ I I' fie-+ W,,1( F L D L = � D l ks �' • I OI = . 1 O �ctF I5+ WALL LCL = .OI ZOO _ Zv FR DL = ,ol Ivy _ 10 Zn d 18 N w w W W W xxx VI N VI coo woo — N <V of oae N C N N H N Z- L Re -S rri rrrt(n rn S Rc-S 3) D L L.1._ @ fZ�-�, 1, 1 . -5� Ll_ _ � 08 + , O S 6- 4--r SC Pa, Z �, rr �is'Pec-sc cv� � �p S'f crrl ob, C,c sc � � p ST InCis zoo Pgssiue i�o i�xi�' G1 w�. �sr LL = ISS �.�• _ ,DS L4 LL_ . -5� Ll_ _ � 08 + , O S 6- 4--r SC Pa, Z �, rr �is'Pec-sc cv� � �p S'f crrl ob, C,c sc � � p ST InCis zoo Pgssiue i�o i�xi�' G1 w�. eel s1rn �-to 1 �owr1 f-�Rc, t�.orct GC �sc a -�-i-�reGt cit LQ / waste r Z r1 6.:P r - bo GG I bar- c,a, P = Z -L4 Ksr - . Z n = y • 8 r, ✓ (.lsc L4 402-A 41:� SA L4 l use 14 @ l+D IOA Casal lo"Lf:�-'`) �sc a -�-i-�reGt cit LQ / waste r Z r1 6.:P r - bo Fc'J -2,AZ r i Roberts Consulting Engineering Title: Simmons Residence 1708 Salem Street Descr: 5'-0" Masonry Retaining Wall Chico, CA 95928 Page of (916) 894-8801 Job #: 95-002 By:RCE Date: 2/20/95 RetainPro 3.13(c)1994 File:SIMMONS.RPF -------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN - it Pg 1 of 2 -------------------------------------- --------------------------------------- ---------- SOIL DATA ----- 1�-�-- ------ ADDED VERTICAL LOADS -------- Allowable Bearing Active Lateral EFP = 0 ,( Axial DL on Stem = 30.0 sf"\ Axial LL on Stem = 380 = 800 plf plf ....Slope Active = s ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf 0 Passive Lateral Soil Density = 430 110.0 pcf Using Surcharge to resist pcf overturning @ Heel Yes Ilk- Soil Ht over Toe - 12.0 in @ Toe Yes ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 plf �� On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) 0.00 in O Footing Width (perp) - 0.00 ft O Add'l Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft �. ...height to stop = 0.00 ft Ftg. Base Above/Below Soil N ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft Footing Type Square ---------------------------- WALL FOOTING DATA ------------------------ ✓ Retained Height = 5.17 ft Toe Width = 1.00 ft Wall Ht. above soil 0.50 ft Heel Width = 1_ 50ft ✓ Q Total Wall Height - 5.67 ft,,/-- - ✓ Key Depth = 0.00 in Total Width = 2.50 _f t Key Width = 0.00 in Thickness = 12.00 in Key Dist. to Toe = 0.000 ft SUMMARY Pressure @ Toe = 1,692 psfFactors of Safety: ` Pressure @ Heel = 373 -p -s -T Overturning = 2.30 :1 Allowable Press. = 2,400 psf Sliding = 2.90 :1 V1 Eccentricity = 3.19 in Allowable Shear = 85.00 psi Resultant Within Middle Third 1 -Way Shear @ Toe = 18.4 psi Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 0.9 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.350 Tot Lateral Force*1.5= 766.6 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 860.0 # Factor of Safety = 2.90 (-)Friction = 623.4 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ---------------- -------------- (Using ACI Factors) --- Toe --- --Heel-- f'c = 2,500 psi ACI 9.1 Pressure = 2,526 557 psf Fy = 40,000 psi Mu - Upward = 0 410 ft-# Upward soil pres. used on heel Mu - Downward = 0 503 ft-# -------- Rebar Choices -------- Mu - Design = 1,166 93 ft-# Toe(bot) Heel(top) One -Way Shear: Mu=Stem! #4 @Not Reqd in.Not Reqd in vu = 18.42 0.93 psi #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 85.00 85.00 psi #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 2.50 in #7 @Not Reqd in Not Reqd in Depth to steel = 8.00 9.00 in #8 @Not Reqd in Not Reqd in Ru = Mu/bdA2 = 0.0 0.0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0000 #10 @Not Reqd in Not Reqd in Roberts Consulting Engineering Title: Simmons Residence 1708 Salem Street Descr: 5'-0" Masonry Retaining Wall Chico, CA 95928 Page of (916) 894-8801 Job #: 95-002 By:RCE Date: 2/20/95 RetainPro 3.1B(c)1994 File:SIMMONS.RPF --------------------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 I- Descending Stem Sections, Highest @ Left -� Stem Construction Data Highest (use columns from left to right) ------------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 5.00 4.67 3.33 2.00 0.00 ft WALL TYPE ABOVE HT. Masonry Masonry Masonry Masonry ,Masonry / in Thickness (nominal) = 8.00 8.00 8.00 8.00 8.00 Rebar Size = # 4 # 4 # 4 # 4 ✓ # 4✓ Rebar Spacing = 32.00 32.00 32.00 32.00✓ 16.00 in Rebar Placed at Center Center Center Center Edge DESIGN DATA.............. ................................................ fb/Fb + fa/Fa = 0.090 0.094 0.177 0.504 0.885 Lateral Load @ Design Ht = 0 4 51 151 386 # MOMENT..... Actual - 0 1 31 159 686 ft-# Allowable = 404 404 404 404 905 ft-# SHEAR...... Actual = 0.01 0.09 1.22 3.63 6.75 psi Allowable Embedment Length Req'd = 19.36 = 18.00 19.36 19.36 18.00 18.00 19.36 18.00 lV 19.36 psi 6.00 Wall Weight Rebar Placed at Depth 'd'= = 78.0 3.75 78.0 78.0 3.75 3.75 78.0�� 3.75 � 78.0 sf 5.25 in MASONRY DATA............. ................................................ f1m = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi /Grouting Full Full Full Full Full d Special Inspection No No No No No n : Es / Em - 25.78 25.78 25.78 25.78 25.78 Short Term Increase = 1.00 1.00 1.00 1.00 1.00 CONCRETEDATA............ ................................................ f'c = psi Fy = psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments -� Origin of Force: # ft ft-# # ft . ft-# --------- ---------------- -------- Heel Active.Press. = ------ 571 2.06 ---------------- 1,174 ----- Soil over Heel = 474 2.08 987 Toe Active Press. _ -60 0.67 -40 Soil over Toe = 110 0.50 55 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 380 1.33 507 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 442 1.33 590 Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 375 1.25 469 Key Weight = 0 0.00 0 Vert. Componant of = 0 0.00 0 Active Press. --------- --------- -------- --------- TOTALS = 511 1,134 1,781 2,607 --------- Totals used for Soil Pressure, Pv Not --------- -------- Included= 1,781 --------- 2,607 t 373, psf EFP= 571 # Roberts Consulting Engineering Title: Simmons Residence 1708 Salem Street Descr: 7'-6" Masonry Retaining Wall Chico, CA 95928 Page of (916) 894-8801 Job #: 95.002 By:RCE Date: 2/20/95 RetainPro 3.1B(c)1994 File:SIMMONS.RPF -------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN - e Pg 1 of 2 -------------------------------------------------------------------------------- ---------- SOIL DATA ----0-0,50--- ------ ADDED VERTICAL LOADS-------- Allowable Bearing = 2 v psf Axial DL on Stem = 100 plf Active Lateral EFP = 30.0 psf V-1 Axial LL on Stem = 160 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 430 pcf Using Surcharge to resist Soil Density = 110.0 pcf overturning @ Heel Yes Soil Ht over Toe = 12.0 in Yt @ Toe Yes ------ ADDED LATERAL LOADS------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'l Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft Footing Type Square ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 7.50 ft✓ Toe Width = 1.00 ft Wall Ht. above soil = 0.50 ft`s Heel Width = 2.50 ft / Total Wall Height = 8.00 ft ✓ ----- -ft V/ Key Depth = 0.00 in Total Width = 3.50- Key Width = 0.00 in Thickness = 12.00 in Key Dist. to Toe = 0.000 ft SUMMARY Pressure @ Toe = 2,003 psf Factors of Safety: Pressure @ Heel = 0 psf Overturning = 1.95 :1 Allowable Press. = 2,400 psf Sliding = 1.83 :1 Eccentricity = 8.77 in Allowable Shear = 85.00 psi Resultant Outside Middle Third 1-Way Shear @ Toe = 19.7 psi Note: Pv Not Used for Soil Pres. 1-Way Shear @ Heel = 14.4 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.350 V' Tot Lateral Force*1.5= 1,535.6 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 860.0 # Factor of Safety = 1.83 (-)Friction = 1,015.9 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) --- Toe--- --Heel-- f'c = 2,500 psi ACI 9.1 Pressure = 2,696 0 psf Fy = 40,000 psi Mu - Upward = 1,819 329 ft-# Upward soil pres. used on heel Mu - Downward = 284 2,090 ft-# -------- Rebar Choices-------- Mu - Design = 1,535 1,761 ft-# Toe(bot) Heel(top) One-Way Shear: #4 @Not Reqd in Not Reqd in vu = 19.70 1.4.39 psi #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 85.00 85.00 psi #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 2.50 in #7 @Not Reqd in Not Reqd in Depth to steel = 8.00 9.00 in #8 @Not Reqd in Not Reqd in Ru = Mu/bd*"2 = 0.0 0.0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0000 #10 @Not Reqd in Not Reqd in Roberts Consulting Engineering Title: Simmons Residence �g 1708 Salem Street Descr: 7'-6" Masonry Retaining Wall Chico, CA 95928 Page of (916) 894-8801 Job #: 95.002 By:RCE Date: 2/20/95 RetainPro 3.1B(c)1994 File:SIMMONS.RPF --------------------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 I- Descending Stem Sections, Highest @ Left -� Stem Construction Data Highest (use columns from left to right) ------------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 7.50 6.00 3.33 2.00 0.00 ft WALL TYPE ABOVE HT. Masonry Masonry Masonry Masonry Masonry Thickness (nominal) = 8.00 8.00 8.0012.00 12.00 in V/Rebar Size = # 4 # 4 # 4 # 4 # 4 Rebar Spacing = 24.00 24.00 24.00 8.00 8.00 in Rebar Placed at Center Center Center Edge Edge DESIGNDATA.............. ................................................ fb/Fb + fa/Fa = 0.022 0.068 0.853 0.337 0.803 Lateral Load @ Design Ht = 0 34 261 454 829 # MOMENT..... Actual = 0 17 363 832 �\ 2,104 ft-# (� Allowable SHEAR ......Actual = 450 = 0.00 450 0.82 450 2,814 2,814 ft - t -SHEAR...... 6.35 4.67 8.53 psi Allowable = 19.36 19.36 19.36 19.36 M 19.36 psi Embedment Length Req'd = 18.00 18.00 18.00 18.00 6.00 Wall Weight = 78.0 78.0 78.0 124 2* -.0-p Rebar Placed at Depth 'd'= 3.75 3.75 3.759.009.00 in MASONRYDATA............. ................................................ f1m = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi Grouting Full Full Full Full Full Special Inspection No No No No No n : Es / Em = 25.78 25.78 25.78 25.78 25.78 Short Term Increase = 1.00 1.00 1.00 1.00 1.00 CONCRETEDATA............ ................................................ f'c = psi Fy = psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments -� Origin of Force: # ft ft-# # ft ft-# ---------------- -------- Heel Active Press. = ------ 1,084 2.83 --------- 3,071 ------- ----- --------- Soil over Heel = 1,238 2.75 3,403 Toe Active Press. _ -60 0.67 -40 Soil over Toe = 110 0.50 55 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 100 1.50 150 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 777 1.42 1,105 Earth Behind Stem = 153 1.83 280 Added Lateral Load = 0 0.00 0 Footing Weight = 525 1.75 919 Key Weight = 0 0.00 0 Vert. Componant of = 0 0.00 0 Active Press. --------- --------- -------- --------- TOTALS = 1,024 3,031 2,903 5,912 --------- Totals used for Soil Pressure, Pv Not --------- Included= -------- --------- 2,903 5,912 Roberts Consulting Engineering Title: Simmons Residence 1708 Salem Street Descr: 8'-0" Masonry Reatining Wall Chico, CA 95928 Page of (916) 894-8801 Job #: 95-003 By:RCE Date: 2/16/95 RetainPro 3.1B(c)1994 File:SIMMONS.RPF -------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN - V Pg 1 of 2 -------------------------------------------------------------------------------- ---------- SOIL DATA ----� ------ ADDED VERTICAL LOADS-------- Allowable Bearing = _-2��psf Axial DL on Stem = 380 plf Active Lateral EFP = 30.0 psf/ Axial LL on Stem = 800 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 430 pcf- Using Surcharge to resist Soil Density = 110.0 pcf overturning @ Heel Yes Soil Ht over Toe = 12.0 in-' @ Toe Yes ------ ADDED LATERAL LOADS------- -------- ADJACENT FOOTING---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft Footing Type Square ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 8.50 ft,,, Toe Width = 1.50 ft Wall Ht. above soil = 0.83 ft ✓ Heel Width = 3.00 ft Total Wall Height = 9.33 ft j/ ------- Key Depth = 0.00 in Total Width = 4.50 ft Key Width = 0.00 in Thickness = 12.00 in Key Dist. to Toe = 0.000 ft SUMMARY Pressure @ Toe = 1,916 psf Factors of Safety: Pressure @ Heel = 2.94 psf Overturning = 2.61 :1 Allowable Press. = 2,400 psf Sliding = 1.79 :1 Eccentricity = 6.60 in Allowable Shear = 85.00 psi Resultant Within Middle Third 1-Way Shear @ Toe = 30.5 psi Note: Pv Not Used for Soil Pres. 1-Way Shear @ Heel = 11.1 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.350 P" Tot Lateral Force*1.5= 1,940.6 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 860.0 # Factor of Safety = 1.79 (-)Friction = 1,460.5 # Add'1 Force Req'd = 0.0 # ---------------------------- (Using ACI Factors) --- FOOTING Toe--- --Heel-- DESIGN ------------------------------ f'c = 2,500 psi ACI 9.1 Pressure = 2,699 415 psf Fy = 40,000 psi-,' Mu - Upward = 3,679 2,013 ft-# Upward soil pres. used on heel Mu - Downward = 557 3,845 ft-# -------- Rebar Choices -------- Mu - Design = 3,122 1,832 ft-# Toe(bot) Heel(top) One-Way Shear: #4 @ 13.69 in Not Reqd in vu = 30.54 11.05 psi #5 @ 21.22 in Not Reqd in vn=2(f'c)1/2*.85= 85.00 85.00 psi #6 @ 30.12 in Not Reqd in Rebar CL To Edge = 3.50 2.50 in #7 @ 41.08 in Not Reqd in Depth to steel = 8.00 9.00 in #8 @ 48.00 in Not Reqd in Ru = Mu/bdA2 = 54.2 0.0 #9 @ 48.00 in Not Reqd in Min. Rebar Ratio = 0.0000 #10 @ 48.00 in Not Reqd in Roberts Consulting Engineering Title: Simmons Residence 1708 Salem Street Descr: 8'-0" Masonry Reatining Wall Chico, CA 95928 Page of (916) 894-8801 Job #: 95-003 By:RCE Date: 2/16/95 RetainPro 3.1B(c)1994 File:SIMMONS.RPF --------------------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 I- Descending Stem Sections, Highest @ Left -� Stem Construction Data Highest (use columns from left to right) ------------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 8.00 6.00 4.67 2.00 0.00 ft WALL TYPE ABOVE HT. Masonry Masonry Masonry Masonry Masonry Thickness (nominal) = 8.00 8.00 8.0012.00 12.00 in Rebar Size = # 4 # 4 # 4 # 6 # 6 Rebar Spacing = 32.00 16.00 16.00 8.00 8.00 in Rebar Placed at Center Center Center Edge Edge DESIGN DATA..............` ................................................ fb/Fb + fa/Fa = 0.095 0.257 0.656 0.474 0.954 Lateral Load @ Design Ht = 4 94 220 634 1,069 # MOMENT..... Actual = 1 78 281 1,373 3,066 ft-# V/ Allowable = 404 521 521 3,660 3,660 ft-# SHEAR...... Actual = 0.09 2.33 5.46 6.80 N� 11.47 psi Allowable = 19.36 19.36 19.36 19.36 �, 19.36 psi 6.00 Embedment Length Req'd = 18.00 18.00 18.00 27.00 Wall Weight = 78.0 78.0 78.0 / 124.0 124.0 sf Rebar Placed at Depth 'd'= 3.75 3.75 3.75 9.00 9.00 in MASONRY DATA ............. ..................................... ... f1m = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi Grouting Full Full Full Full Full Special Inspection No No No No No--* n : Es / Em = 25.78 25.78 25.78 25.78 25.78 Short Term Increase = 1.00 1.00 1.00 1.00 1.00 CONCRETE DATA............ ................................................ f'c = psi Fy = _ psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments -� Origin of Force: # ft ft-# # ft ft-# ---------------- -------- Heel Active Press. = ------ 1,354 3.17 --------- 4,287 ------- ----- --------- Soil over Heel = 1,870 3.50 6,545 Toe Active Press. _ -60 0.67 -40 Soil over Toe = 165 0.75 124 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 380 2.00 760 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 943 1.94 1,825 Earth Behind Stem = 140 2.33 328 Added Lateral Load = 0 0.00 0 Footing Weight = 675 2.25 1,519 Key Weight = 0 0.00 0 Vert. Componant of = 0 0.00 0 Active Press. --------- --------- -------- --------- TOTALS = 1,294 4,247 4,173 --------- 11,100 --------- Totals used for Soil Pressure, Pv --------- Not Included= -------- 4,173 11,100 I W Y1 fA H H H W W W xxx N1AW 000 rA00 ^r (4 IV Ci er Ci CI N N �a �E z-zz- r-nr--,on<- ,00z. P� Il LA L Q M L-e>a,�4 S D L- .= � k P5� LA n Ir T, f vV� L L = 401 P �oln� �►ogds DL = ��51 k 181 X 11 Ps'f + s��-�w�i-. po�n� L. L = y , 5 � x Vi a' x '-4 0 VVGl \1 �—:: Y -.G II �rorr% lam g 8 �v Y`na,g\or�r� Wc,ll QS c� �ol^ 1� s�r(a.J Ouef �'—r ee T-nC� Lel.- l_A'M- G� + F L L SZ�G��ons D8�, ( + L4, "A' Zq % _ �.or•'�a1 s ma x '. rLL = 3 Z Fs-� 02/23/95 - Simmons Residence - RCE 95.002 CASE 1 Load Unif. Point Length Fs (psi) Fb E (ksi) 9.00 Case Load Load (ft) Lat Supt F'b Cs 108 1,200 4.50 (klf) (k) b/d (in) (in) (psi) Req'd A= Case 8 Uniform Load L1 With Any Point Load 81 Partial Uniform Load L2 To The Right Of P Basement DL1 0.231 0.900 20.00 165 2400 1,800 Glulam DL2 0.254 2.592 12.30 16 2274 3.63 For LL1 0.576 3.492 Loads; Req'd A= 124 Ft = 32.00 LL2 0.576 WLComp. Req'd S= 426 553 psf FLL total 1.637 DLTen. 0.00 Req'd 1= 0 3784 19.64 RDLL/R 3.573 4.740 ft = 0 a>b a<b RLLL/R 8.928 11.520 CASE 1 Uniform Wind Plus Axial In Compression And Tension 11.00 0% d/I WL 0.040 Defl.-OK 9.00 85 1,200 1,600 Coll RWL 0.180 Shear -OK 7.50 108 1,200 4.50 6.750 19.5 Bending -OK defl tl= 0.00 5.50 Req'd A= 2.85 a>b a<b CAMBER 0.32 Req'd S= 4.05 Req'd 1= 12.30 Axial DLComp. 8.01 Fc = 1,000 Loads; LLComp. 14.79 Ft = 825 Ke = 1.0 WLComp. 0.00 fc = 553 K = 26.84 DLTen. 0.00 F'c = 905 le/d = 19.64 LLTen. 0.00 ft = 0 J = 0.55 WLTen. 0.00 L/? a b Allow. (ft) (ft) Stress Increase Member Errors 360 9.00 11.00 0% Std. Width Bending -OK { DF #1 } Defl.-OK Std. Depth Act'I 1= 4,171 0.754 Req'd Beam Size: Shear -OK deft dl= 0.00 0.22 6.750 19.5 Bending -OK defl tl= 0.00 0.75 { 24F -V4 } Defl.-OK a>b a<b CAMBER 0.32 360 N/A N/A Act'lI= 103.98 deft wl= 0.04 Check: fc/F'c + fb/(F'b-Jfc) < 1 (fb-ft)/F'b < 1 ft/Ft + fb/Fb < 1 0% Req'd Beam Size: Shear -OK 8 6 Bending -OK { DF #1 } Defl.-OK fc<F'c - OK le/d < 50 - OK 0.754 < 1 -OK 0.107 < 1 - OK 0.107 < 1 -OK R:� 14 SPREAD FOOTING DESIGN Charles Roberts, P.E. Chico, California Date: 2-23-1995 Project: SIMMONS RES. Footing Location: COL1 Comment : MATERIAL PROPERTIES Ultimate concrete compressive strength, f"c is 2.50 ksi Steel yield strength, Fy is 40.00 ksi Concrete is Hardrock with a unit weight of 150.00 pcf Concrete weight for soil bearing is 50.00 pcf Max. soil bearing is 1.5.0 ksf (no short term increase allowed) LOAD CASES CONSIDERED ARE: 1.4DL + 1.7LL UNFACTORED INPUT LOADS P (kips) DL 8.01 LL 17.67 FOOTING PERAMETERS M (ft -kips) 0.00 0.00 Dimensions are 4.50 Ft. Sq. Total depth is 22.00 Inches Depth "d" is 18.00 Inches Col size is 6.00x 6.00 Inches REQUIRED REINFORCEMENT bottom long. 0.45 Sq.In. bottom trans. 0.48 Sq.In. STRESSES AND SOIL BEARING Max. punching shear stress is 21.74 psi Max. beam shear stress is 4.72 psi Gravity only soil bearing is 1.36 ksf P"3 1 S Roberts Consulting Engineering Title: Simmons Residence 1708 Salem Street Descr: Point Loads On A 7'-6" Masonry Chico, CA 95928 Retaining Wall Page of (916) 894-8801 Job #: 95.002 By:RCE Date: 2/22/95 RetainPro 3.1B(c)1994 File:SIMMONS.RPF -------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -------------------------------------------------------------------------------- ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS-------- Allowable Bearing = 4,800 psf Axial DL on Stem = 4,375 plf Active Lateral EFP = 30.0 psf Axial LL on Stem = 7,195 plf ....Slope Active = 0.0 p8f ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 0.0 psf Passive Lateral = 430 pcf Using Surcharge to resist Soil Density = 110.0 pcf overturning @ Heel Yes Soil Ht over Toe = 12.0 in @ Toe Yes ------ ADDED LATERAL LOADS------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft Footing Type Square ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 6.50 ft Toe Width = 2.00 ft Wall Ht. above soil = 0.50 ft Heel Width = 2.50 ft Total Wall Height = 7.00 ft ------- Key Depth = 0.00 in Total Width = 4.50 ft Key Width = 0.00 in Thickness = 24.00 in Key Dist. to Toe = 0.000 ft SUMMARY Pressure @ Toe = 2,902 psf Factors of Safety: Pressure @ Heel = 3,788 psf Overturning = 6.92 :1 Allowable Press. = 4,800 psf Sliding = 4.94 :1 Eccentricity = 1.19 in Allowable Shear = 85.00 psi Resultant Within Middle Third 1-Way Shear @ Toe = 35.0 psi Note: Pv Not Used for Soil Pres. 1-Way Shear @ Heel = 24.9 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.350 Tot Lateral Force*1.5= 1,423.1 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 1,935.0 # Factor of Safety = 4.94 (-)Friction = 2,750.2 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) --- Toe--- --Heel-- f'c = 2,500 psi ACI 9.1 Pressure = 4,475 5,839 psf Fy = 40,000 psi Mu - Upward = 0 0 ft-# Upward soil pres. used on heel Mu - Downward = 0 0 ft-# -------- Rebar Choices -------- Mu - Design = 2,326 2,326 ft-# Toe(bot) Heel(top) One-Way Shear: Mu=Stem! Mu=Stem! #4 @Not Reqd in Not Reqd in vu = 35.03 24.95 psi #5 @Not Reqd in Not Reqd in vn=2(f'c)1/2*.85= 85.00 85.00 psi #6 @Not Reqd in Not Reqd in Rebar CL To Edge = 3.50 2.50 in #7 @Not Reqd in Not Reqd in Depth to steel = 20.00 21.00 in #8 @Not Reqd in Not Reqd in Ru = Mu/bd'2 = 0.0 0.0 #9 @Not Reqd in Not Reqd in Min. Rebar Ratio = 0.0000 #10 @Not Reqd in Not Reqd in i" 6 P5 ( (4 Roberts Consulting Engineering Title: Simmons Residence 1708 Salem Street Descr: Point Loads On A 7'-6" Masonry Chico, CA 95928 Retaining Wall Page of (916) 894-8801 Job #: 95.002 By:RCE Date: 2/22/95 RetainPro 3.1B(c)1994 File:SIMMONS.RPF --------------------------------- STEM DESIGN ---------------------------------- (Values shown for concrete stems have been factored) Pg 2 of 2 I- Descending Stem Sections, Highest @ Left -� Stem Construction Data Highest (use columns from left to right) -------------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 7.50 6.00 3.33 2.00 0.00 ft WALL TYPE ABOVE HT. Masonry Masonry Masonry Masonry Masonry Thickness (nominal) = 8.00 8.00 12.00 12.00 12.00 in Rebar Size = # 4 # 4 # 4 # 4 # 4 Rebar Spacing = 24.00 24.00 24.00 4.00 2.00 in Rebar Placed at Center Center Edge Edge Edge DESIGN DATA.............. ................................................ fb/Fb + fa/Fa = 0.843 0.853 0.676 0.723 0.937 Lateral Load @ Design Ht = 0 4 151 304 619 # MOMENT..... Actual = 0 1 159 456 1,368 ft-# Allowable = 450 450 1,682 3,554 4,327 ft-# SHEAR...... Actual = 0.00 0.09 1.49 3.24 6.90 psi Allowable = 19.36 19.36 19.36 19.36 19.36 psi Embedment Length Req'd = 18.00 18.00 18.00 18.00 6.00 Wall Weight = 78.0 78.0 124.0 124.0 124.0 psf Rebar Placed at Depth 'd'= 3.75 3.75 9.00 9.00. 00 'n MASONRYDATA............. ................................................ f1m = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi Grouting Full Full Full Full Full Special Inspection No No No No No n : Es / Em = 25.78 25.78 25.78 25.78 25.78 Short Term Increase = 1.00 1.00 1.00 1.00 1.00 CONCRETE DATA............ ................................................ f'c = psi Fy = psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments -I- Resisting Moments -I Origin of Force: # ft ft-# # ft ft-# --------- ---------------- -------- Heel Active Press. = ------ 1,084 2.83 ---------------- ----- 3,071 Soil over Heel = 1,073 3.75 4,022 Toe Active Press. _ -135 1.00 -135 Soil over Toe = 220 1.00 220 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 4,375 2.50 10,938 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 822 2.48 2,042 Earth Behind Stem = 18 2.83 52 Added Lateral Load = 0 0.00 0 Footing Weight = 1,350 2.25 3,037 Key Weight = 0 0.00 0 Vert. Componant of = 0 0.00 0 Active Press. --------- --------- -------- --------- TOTALS = 949 2,936 7,858 20,311 --------- --------- -------- Totals used for Soil Pressure, Pv Not Included= 7,858 --------- 20,311 EFP= 1054 # ',2902 -P �. 1 1 3758 psf. COUNTY OF BUTTE- DEPARTNr, . DEVELOPMENT SERVICES -BUILDING D SION 7 .County Center Drive - Oroville, CaliiXia 95965 - Telephone (916) 538 541?6PERMIT NO. APPLICATION AND PERMIT - ASSESSOR PARCEL NUMBER 047-480-019 ZONING (23 BUICDING PERMIT OWNER RANDY & MELODY SIMMONS TELEPHONE 345-9286 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1505 SHERIDAN AVE. CHICO CONTRACTOR'S NAME OWNER TELEPHONE RENEWkb CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UN104OWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee P i $ 542.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Penalty $ BUILDINGADDRESS 210 DONAT -n T)R PERMITFEE $ 62.00 PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF q Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: _ 3RD RENEWAL/92-840 (2ND RENEWAT495-372) Mobile Home I S I G W @20.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service / Ooov OR LESS zooA OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Se ion 7000) of Division 3 of the Business and Professions Code, and my license is in f orce and effect. 4/ /A- % License Class IL No. S I 1 1P/ S OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ACDNS. ( a ACC. Blas. ) So. 3.50 Fr. NEW CONST. / MULTI -OUTLET NON-RESID. \ BRANCH CIRCUITS ) @7.50 POWER APPARATUS (s SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES) 20 @ LA0 BAL .SO Ex. Occup. (oUTLEEDTs RES D.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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 MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) certify that in the performance of the work for which this permit is issued, I shall note loy any person in any manner so as to become subject to workers' co a sat aws of California, and agree that if I should become subject to the rk comp nsation provisions of section 3700 of the Labor Code, I shall Icom with those pro -ons. X Date Zj Si ature pplicant -`I -Gwner ❑ Contractor ❑ Ageht 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 Is Energy Inspection Fee Is Occ �3 CONST. TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF PARCEL PO HD ISS This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for hich fees have been By PERMITEXPIRESON 1 provisions to do work paid. ate) Receipt No. 00 Jzf cr5e4 y g 2,C) -,, GOLDEN WHITE-D.D.S.-B.D. CANARY-ASSESSOF/ PINK-INSPECTO PL ' r COUNTY OF BUTTE- DEPARTMENT Or DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville,y0elifo;-ilia 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATiON AND PERMIT RPARCEI FBJ 047-480-019 �"� BUILDING PERMIT ++�'VELEPHOWSo. • l .' FT. OCC. BUILDING VALUATION . OW11"'S MA& MC1 ADDRESS ODm'RACf " NAME - lra""0NE - - - � COH[RACTQR'4 MARDA1Ci ADDRESS ,. �. A � _ Fireplace 9. 00WTRUc=MIE31OER - - S Total Valuation S .^a •. -. Filing Fee S �, 20.00 UMEAS MMM ADDRESS Permit Fee S542,00 ARCNRECr OR ENC NEM - UCENSE NO.- Plan Checking Fee S .. Energy Plan Checking Fee . AMWMCr OR E MRIMI- 8 MAIUMc� ADDRESS x, .. Penalty S evaDuroAopREss DQKM DR, CUM PERMITFEE S PLUMBINGPERMIT Fling Fee 20.00 t - Each Trap 7.00 IDTMo. sueDnsxIN�NAMe ` PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 ' USEOFSTRUCTURE SF X Duplex ❑ Mobilehome ❑ Other - SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utlifies 0 Installation ❑ Other Describe Work:4 Z" 94^- Mobile Home ISI GI W1 @20.00 PERMITFEE +t Contractor ELECTRICAL PERMIT Film Fee 20.00 / t c: • /.- Main Service °°°v {. zooA on ups 23.00 x Wain Service ( 20" To toW ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter o (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect Ucense Class IL No, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, asowner of the property, or my employees with wages astheir sole compensation, do the work, and the structure is not Intended or offered for sale. ¢� I, as owner of the property, am exclusively contracting with licensed contractors to construct the project _ ' ❑ ' I am exempt under Sec. Business and Professions Code for this reason N€w GOM''--- - DWELLM OCCUP ORADONS. ( a ACC. 81.05, 3.Stt Er. NEW CONST MULTI.OunkIr NON•RESIO. ( ERMC'H CmOU[B } @7.50 (A s w vT"r R Ex. Occup. OUTLET OR FIXTURE$ 20 c� 1•0O AAL so Ex. Occup. ov �s �. E } 5100 Temporary Service 2300 Mobile Home Facilities 20 Misc. Wiring 23.00wilt PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ .. 1 have and will maintain a certificate of consent to self -insure for workere compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 1 ham Iand will maintain workers' compensation insurance, as required by Section L 3706of the Labor Code, forthe performance of work for which this permit Ls issued. My workers' compensation Insurance carrier and policy number are: ; Carrier +Contractor 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. 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. l% �� / r, f,� L X r M= F Datef — 'S'- „t Signature of Applicant - F Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over SO' deep and demolition or construction/41/Date of structures over 3 stories in height MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling — - Hood 6:.50 Ventilation PERMITFEE $ Mobile Home Installation FeeT$77 ; Energy Inspection Fee 5 occ CONST TYPE TOTAL FEE $ 900 HAZ o. FEES IMP P-000 COF PARCEi ND This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Jj, . & �3,-- ON IDffieJ TRe�iptNopomPERMITEXPIRES E-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i CERTIFICATE.OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Simmons Residence Date........ 03/23/93 Project Address........ Lot 514 Donald Drive Chico f-2 —8'iOa Documentation Author... Marty.Runnells Building Permit Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS4 v4.01 File -93075B Wth-CTZllS92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... 4185 sf Single Family Detached New Front Facing 0 deg (N) 1 2 Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall 19 0.065 Door Roof F R-0 0.330 R-38 0.029 Floor �,R-19 ' 0.037 Wall R-0 0.386 Floor R-0 0.101 Wall R-0 %20.000 Orientation FRONT, LEFT, TO GARAGE, BACK, RIGHT FRONT, TO GARAGE, SEPERATION DOORS ATTIC, TO ATTIC RAISED FLOOR SEPERATION WALL SEPERATION FLOOR OPEN AREA FENESTRATION Area U- # of Interior Exterior (sf) Value Panes Shading Shading Over- hang/ Framing Fins Type Right (NW) 48.5 0.430 2 Drapes.Std 50% BUG SCREEN None Wood Right (NW) 35.0 0.430 2 Drapes.Std 50% BUG SCREEN Yes Wood Front (N) 90.3 0.430 2 Drapes.Std 50% BUG SCREEN Yes Wood Front (NE) 15.0 0.430 2 Drapes.Std 50% BUG SCREEN Yes Wood Front (N) 44.8 0.430 2 Drapes.Std 50% BUG SCREEN None Wood Front (NE) 52.0 0.430 2 Drapes.Std 5,Q% BU SCREEN None Wood Left (E) 15.0 0.430 2 Drapes.St 0o.R�G SCREEN Yes Wood, Left (E) 40.0 0.570 2 Drapes.N Yes Wood Left ( E ) 68.0 0.430 2 Drad..�$' BUG SCREEN None Wood Left (E) 40.0 0.570 2 Dr�.XJ one None Wood Left (SE) 48.5 0.430 2°apes t,d 50%JG SCREEN None Wood Back (S) 63.5 0.430 2r`s.StdUG SCREEN None Wood Back (SW) 78.5 0.430 2 fr pes.&t 0% BUG SCREEN None Wood Left (SE) 19.5 0.430 ��ape ?d 50 % BUG SCREEN Yes Wood Back (S) 62.0 0.430 2"r Dr td 50% BUG SCREEN Yes Wood Back (SW). 19.5 0.430 2 Dr a s.Std 50% BUG SCREEN Yes Wood Back (S) 40.0 0.570. 2 Drapes.Std 50% BUG SCREEN None Wood Right (W) 78.5 0.430 2 Drapes.Std 50% BUG SCREEN None Wood CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Simmons Residence Date........ 03/23/93 MICROPAS4 v4.O1 File -93075B Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case Orientation FENESTRATION Area U- # of Interior (sf) Value Panes Shading Window Right (W) 27.0 0.430 2 Over - Exterior hang/ Framing Shading Fins Type Drapes.Std 50% BUG SCREEN Yes Wood HVAC SYSTEMS Minimum Duct Equipment Type Efficiency Location Duct Thermostat R -value Type Gas 0 780 AFUE Crawlspace R-5.79 AirCond 10i-00=SEER Crawlspace R-5.79 Gas7.8Oa,AFUE Attic R-5.79 AirCond 10':;00. -SEER Attic R-5.79 WATER HEATING SYSTEMS Tank Type Heater Type C-Sto"r`age Gas- ,- LivingStat LivingStat SleepingStat SleepingStat Number in Energy Distribution Type System Factor Recird/ Timers SPECIAL FEATURES/REMARKS Tank External Size Insulation . (gal) R -value C50 -A R- f-; . This building -incorporates_e --nally__ Control•led-HVAC- System' -:0, _ Zo Lry ng.7arrd Sleeping. -zones are seperated`at `the small=.h-alil —dr'ea adjacent"to„the_Master- Bedroom _ent_ry-at_the_Upper_level. Tile"Return'Air-for_unit-2-sha1-1-be-located in�th s=area-to provide less- than -40 `S .-F:=bf fnonea-between=zones .. All Glazing is to be Wood Framed; Low=E; with -an=air;gap4 _greater=thann7,•/16 of _aninch�.___ _---- - U -Values -"are default values obtained from Table G-4 (Res.Stds.)... CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Simmons Residence Date........ 03/23/93 MICROPAS4 v4.01 File -93075B Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case 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/ Remarks section. DESIGNER or OWNER Name.... Randy Simmons Name.... Company.. Simmons Construction Company. Address. 1505 Sheridan Ave. Address. Chico, CA 95926 Phone... (91 345-18 Phone... License. 5 6 5 Signed.. 'L S'� Signed.. (date ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. . date DOCUMENTATION AUTHOR Marty Runnells Energy Calculation Svcs. 1907 Mangrove Ave. Ste D Chico, California 95926 (916) 894-8466 /.246-9522 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Simmons Residence Date........ 03/23/93 Project Address........ Lot 514 Donald Drive Building Permit Plan Check Date Field Check Date Documentation Author... Company............. Telephone............. Chico Marty Runnells Energy Calculation Svcs. (916) 894-8466 / 246-9522 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 MICROPAS4 v4.01 File -93075B Wth-CTZllS92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case 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 binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. . 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised 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. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. f NA V/ V/ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Prolect Title.......... The Simmons Residence Date........ 03/23/93 MICROPAS4 v4.O1 File -93075B Wth-CTZllS92 Program -FORM MF=1R User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated'(R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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. 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. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning, pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES 150(k): 40 lumens/watt or greater for general -'lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. V Design- Enforce- er ment COMPUTER METHOD SUMMARY Page I C -2R Project Title.......... The Simmons Residence Date....:... 03/23/93 Project Address........ Lot 514 Donald Drive Chico Documentation Author... Marty Runnells Building Permit Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check Date Climate Zone........... 11 MICROPAS4 v4.01 File -93075B Wth-CTZllS92. Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 12.09 10.33 1.76 Space Cooling........:. 10.79 10.55 0.24 Water Heating.......... 6.24 7.58 -1.34 (sf) t Total 29.12 28.46 0.66 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 4185 sf Building Type.............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones•... 2 Conditioned Volume......... 37238 cf Footprint Area ............. 2166 sf Ground Floor Area.......... 2166 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 21.2 % of FA Average Ceiling Height..... 8.9 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) LIVING Living 2320 21440 1.00 Yes LivingStat 2.0 n/a SLEEPING Sleeping 1865 15798 0.00 Yes SleepingStat 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R vrniAnt m;t1P.......... The Simmons Residence Date........ 03/23/93 +vJ MICROPAS4 v4.01 File -93075B Wth-CTZllS92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments LIVING 1 Wall 310 0.065 R-19 0 90 Yes None FRONT 2 Wall 128 0.065 R-19 315 90 Yes None FRONT 3 Wall 24 0.065 R-19 45 90 Yes None FRONT 7 Door 20 0.330 R-0 315 90 Yes None FRONT 8 Wall 133 0.065 R-19 90 90 Yes None LEFT 10 Wall 129 0.065 R-19 90 90 No None TO GARAGE 11 Door 20 0.330 R-0 90 90 No None TO GARAGE 12 Wall 299 0.065 R-19 180 90 Yes None BACK 13 Wall 65 0.065 R-19 135 90 Yes None BACK 14 Wall 82 0.065 R-19 225 90 Yes None BACK 18 Wall 198 0.065 R-19 270 90 Yes None RIGHT 20 Roof 301 0.029 R-38 0 0 Yes None ATTIC 22 Floor 2166 0.037 R-19 0 0 No None RAISED FLOOR SLEEPING 4 Wall 392 0.065 R-19 0 90 Yes None FRONT 5 Wall 95 0.065 R-19 315 90 Yes None FRONT 6 Wall 89 0.065 R-19 45 90 Yes None FRONT 9 Wall 235 0.065 R-19 90 90 Yes None LEFT 15 Wall 339 0.065 R-19 180 90 Yes None BACK 16 Wall 75 0.065 R-19 135 90 Yes None BACK 17 Wall 92 0.065 R-19 225 90 Yes None BACK 19 Wall 300 0.065 R-19. 270 90 Yes None RIGHT 21 Roof 1865 0.029 R-38 0 0 Yes None TO ATTIC FENESTRATION SURFACES SC SC Interior Area # of Frame Open U- Act. Glass Int Shade Surface (sf) Panes Type Type value Azm Tilt Only Shade Description LIVING 1 Window 15.0 2 Wood Hinged 0.43 315 90 0.88 0.78 Drapes.Std 2 Window 10.0 2 Wood Hinged 0.43 315 90 0.88 0.78 Drapes.Std 3 Window 10.0 2 Wood Hinged 0.43 315 90 0.88 0.78 Drapes.Std 4 Window 15.0 2 Wood Hinged 0.43 315 90. 0.88 0.78 Drapes.Std 5 Window 15.0 2 Wood Hinged 0.43 0 90 0.88 0.78 Drapes.Std 6 Window 15.0 2 Wood Hinged 0.43 45 90 0.88 0.78 Drapes.Std 7 Window 9.0 2 Wood Hinged 0.43 0 90 0.88 0.78 Drapes.Std 8 Window 26.3 2 Wood Hinged 0.43 0 90 0.88 0.78 Drapes.Std 9 Window 26.3 2 Wood Hinged 0.43 0 90 0.88 0.78 Drapes.Std 10 Window 15.0 2 Wood Hinged 0.43 45 90 0.88 0.78 Drapes.Std 19 Window 15.0 2 Wood Hinged 0.43. 90 90 0.88 0.78 Drapes.Std 20 Door 40.0 2 Wood Hinged 0.57 90 90 0.88 0.78 Drapes.Std 21 Window 15.0 2 Wood Hinged 0.43 90 90 0.88 0.78 Drapes.Std 26 Window 15.0 2 Wood Hinged 0.43 135 90 0.88 0.78 Drapes.Std 27 Window 15.0 2 Wood Hinged 0.43 180 90 0.88 0.78 Drapes.Std 28 Window 15.0 2 Wood Hinged 0.43 225 90 0.88 0.78 Drapes.Std 29 Window 4.5 2 Wood Hinged 0.43 135 90 0.88 0.78 Drapes.Std 30 Window 18.0 2 Wood Hinged 0.43 180 90 0.88 0.78 Drapes.Std 31 Window 4.5 2 Wood Hinged 0.43 225 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Simmons Residence Date........ 03/23/93 MICROPAS4 v4.01 File -93075B Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case FENESTRATION SURFACES Sc SC Interior Area #. of Frame Open U- Act Glass Int Shade Surface (sf) Panes Type Type value Azm Tilt Only Shade Description 32 Window 15.0 2 Wood Hinged 0.43 135 90 0.88 0.78 Drapes.Std 33 Window 15.0 2 Wood Hinged 0.43 180 90 0.88 0.78 Drapes.Std 34 Window 15.0 2 Wood Hinged 0.43 225 90 0.88 .0.78 Drapes.Std 35 Door 40.0 2 Wood Hinged 0.57 180 90 0.88 0.78 Drapes.Std 36 Window 15.0 2 Wood Hinged 0.43 225 90 0.88 0.78 Drapes.Std 47 Window 30.0 2 Wood Hinged 0.43 270 90 0.88 0.78 Drapes.Std 48 Window 15.0 2 Wood Hinged 0.43 270 90 0.88 0.78 Drapes.Std SLEEPING 11 Window 15.0 2 Wood Hinged 0.43 315 90 0.88 0.78 Drapes.Std 12 Window 18.5 2 Wood Hinged 0.43 315 90 0.88 0.78 Drapes.Std 13 Window 18.5 2 Wood Hinged 0.43 0 90 0.88 0.78 Drapes.Std 14 Window 18.5 2 Wood Hinged 0.43 45 90 0.88 0.78 Drapes.Std 15 Window 12.0 2 Wood Hinged 0.43 0 90 0.88 0.78 Drapes.Std 16 Window 12.0 2 Wood Hinged 0.43 0 90 0.88 0.78 Drapes.Std 17 Window 16.0 2 Wood Hinged 0.43 0 90 0.88 0.78 Drapes.Std 18 Window 18.5 2 Wood Hinged 0.43 45 90 0.88 0.78 Drapes.Std 22 Window 18.5 2 Wood Hinged 0.43 90 90 0.88 0.78 Drapes.Std 23 Window 16.0 2 Wood Hinged 0.43 90 90 0.88 0.78 Drapes.Std 24 Door 40.0 2 Wood Hinged 0.57 90 90 0.88 0.78 Drapes.Std 25 Window 18.5 2 Wood Hinged 0.43 90 90 0.88 0.78 Drapes.Std 37 Window 18.5 2 Wood Hinged 0.43 135 90 0.88 0.78 Drapes.Std 38 Window 18.5 2 Wood Hinged 0.43 180 90 0.88 0.78 Drapes.Std .39 Window 18.5 2 Wood Hinged 0.43 225 90 0.88 0.78 Drapes.Std 40 Window 15.0 2 Wood Hinged 0.43 180 90 0.88 0.78 Drapes.Std 41 Window 9.0 2 Wood Hinged 0.43 180 90 0.88 0.78 Drapes.Std 42 Window 15.0 2 Wood Hinged 0.43 135 90 0.88 0.78 Drapes.Std 43 Window 15.0 2 Wood Hinged 0.43 180 90 0.88 0.78 Drapes.Std 44 Window 15.0 2 Wood Hinged 0.43 225 90 0.88 0.78 Drapes.Std 45 Window 20.0 2 Wood Hinged 0.43 180 90 0.88 0.78 Drapes.Std 46 Window 15.0 2 Wood Hinged 0.43 225 90 0.88 0.78 Drapes.Std 49 Window 30.0 2 Wood Hinged 0.43 270 90 0.88 0.78 Drapes.Std 50 Window 12.0 2 Wood Hinged 0.43 270 90 0.88 0.78 Drapes.Std 51 Window 18.5 2 Wood Hinged 0.43 270 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right -Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght LIVING 2 Window 10.0 6 n/a 15 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 10.0 6 n/a 15 1 n/a- n/a n/a n/a n/a n/a n/a n/a 4 Window 15.0 5 n/a 7 .5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 15.0 5 n/a 7 .5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 15.0 5 n/a 7 .5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 9.0 3. 3 9 .5 25.5 3 n/a n/a n/a 3 6 1.5 19 Window 15.0 5 3 7 .5 1 11 1 32 10 n/a n/a n/a 20 Door 40.0 6.67 6 8 2 4 2 n/a n/a n/a 2 . 24.2 1 29 Window 4.5 3 n/a 1 .67 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Simmons Residence Date........ 03/23/93 MICROPAS4 v4.01 File -93075B Wth-CTZllS92- Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case Surface 30 Window 31 Window 48 Window SLEEPING 15 Window 16 Window 17 Window 40 Window 41 Window 42 Window 44 Window 45 Window 50 Window OVERHANGS AND SIDE FINS Left Fin Right Fin- Dpth Hght Ext Dpth Hght n/a n/a. n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 12.0 3 Window- 1.5 Overhang n/a n/a n/a Area 12.0 3 n/a 1.5 Left Rght n/a (sf) Hght Wdth Dpth Hght Ext Ext Ext 18.0 3 n/a 1 .67 n/a n/a n/a 4.5 3 n/a 1 .67 n/a n/a n/a 15.0 5 n/a 7 .5 n/a n/a n/a Left Fin Right Fin- Dpth Hght Ext Dpth Hght n/a n/a. n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 12.0 3 n/a 1.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 3 n/a 1.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 4 n/a 1.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 5 n/a 1.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 3 n/a 1.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 5 n/a 1.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 5 n/a 1.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 5 n/a 1.5 .16 n/a. n/a n/a n/a n/a n/a n/a n/a 12.0 2 n/a 1.5 .5 n/a n/a n/a n/a n/a n/a n/a n/a EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade LIVING 1 Window 15.0 50% BUG SCREEN 0.84 2 Window 10.0 50% BUG SCREEN 0.84 3 Window 10.0 50% BUG SCREEN 0.84 4 Window 15.0 50% BUG SCREEN 0.84 5 Window 15.0 50% BUG SCREEN 0.84 6 Window 15.0 50% BUG SCREEN 0.84 7 Window 9.0 50% BUG SCREEN 0.84 8. Window 26.3 50% BUG SCREEN 0.84 9 Window 26.3 50% BUG SCREEN 0.84 10 Window 15.0 50% BUG SCREEN 0.84 19 Window 15.0 50% BUG SCREEN 0.84 21 Window 15.0 50% BUG SCREEN 0.84 26 Window 15.0 50% BUG SCREEN 0.84 27 Window 15.0 50% BUG SCREEN 0.84' 28 Window 15.0 50% BUG SCREEN 0.84 29 Window 4.5 '50% BUG SCREEN 0.84 30 Window 18.0 50% BUG .SCREEN 0.84 31 Window 4.5 50% BUG SCREEN 0.84 32 Window 15.0 50% BUG SCREEN 0..84 33 Window 15.0 50% BUG SCREEN 0.84 34 Window 15.0 50% BUG SCREEN 0.84 35 Door 40.0 50-08 -BUG SCREEN 0.84 36 Window 15.0 50% BUG SCREEN 0.84 47 Window 30.0 50% BUG SCREEN 0.84 48 Window 15.0 50% BUG SCREEN 0.84 SLEEPING 11 Window 15.0 50% BUG SCREEN 0.84 12 Window 18.5 50% BUG SCREEN 0.84 13 Window 18.5 50% BUG SCREEN 0.84 14 Window 18.5 50% BUG SCREEN 0.84 COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... The Simmons Residence Date........ 03/23/93 MICROPAS4 v4.01 File -93075B Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case EXTERIOR SHADING INTER -ZONE SURFACES Insul Form 3 R-val Reference Location/Comments R-0 Area Area Shading (sf) SC of Surface (sf) Type 412 0.386 Ext Shade 15 Window 12-.0 50% BUG SCREEN 0.84 16 Window 12.0 50% BUG SCREEN 0.84 17 Window 16.0 50% BUG SCREEN 0.84 18 Window 18.5 50% BUG SCREEN 0.84 22 Window 18.5 50% BUG SCREEN 0.84 23 Window 16.0 50% BUG SCREEN 0.84 25 Window 18.5 50% BUG SCREEN 0.84 37 Window 18.5 50% BUG SCREEN 0.84 38'Window 18.5 50% BUG SCREEN 0.84 39 Window 18.5 50% BUG SCREEN 0.84 40 Window 15.0 50% BUG SCREEN 0.84 41 Window 9.0 50% BUG SCREEN 0.84 42 Window 15.0 50% BUG SCREEN 0.84 43 Window 15.0 50% BUG SCREEN 0.84 44 Window 15..0 50% BUG SCREEN 0.84 45 Window 20.0 50% BUG SCREEN 0.84 46 Window 15.0 50% BUG SCREEN 0.84 49 Window 30.0 50% BUG SCREEN 0.84 50 Window 12.0 50% BUG SCREEN 0.84 51 Window 18.5 50% BUG SCREEN 0.84 INTER -ZONE SURFACES Insul Form 3 R-val Reference Location/Comments R-0 Area R-0 Surface (sf) U -value LIVING/SLEEPING None 1 Wall 412 0.386 2 Floor 2012 0.101 3 Door 68 0.330 4 Wall 28 20.000 INTER -ZONE SURFACES Insul Form 3 R-val Reference Location/Comments R-0 None R-0 None R-0 None R-0 None HVAC SYSTEMS Minimum Duct System Type Efficiency Location LIVING Gas - AirCond SLEEPING Gas AirCond 0.780 AFUE Crawlspace 10.00 SEER Crawlspace 0.780 AFUE Attic 10.00 SEER Attic. SEPERATION WALL SEPERATION FLOOR SEPERATION DOORS OPEN AREA Duct Duct R -value Efficiency R-5.79 0.895 R-5.79 0.910 R-5.79 0.895 R-5.79 0.885 COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.... ..... The Simmons Residence Date........ 03/23/93 MICROPAS4 v4.01 File -93075B Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case Tank Type 1 Storage WATER HEATING SYSTEMS Number in Heater Type Distribution Type System Gas Recirc/Timer 1 SPECIAL FEATURES/REMARKS Tank Energy Size Factor (gal) .52 50 This building incorporates a Zonally Controlled HVAC System. Living and Sleeping zones are seperated at the small hall area adjacent to the Master Bedroom entry at the Upper level. The Return Air for unit 2 shall be located in this area to provide less than 40 S.F. of non -closeable area between zones. All Glazing is to be Wood Framed, Low -E, with an air gap greater than 7/16 of an inch. U -Values are default values obtained from Table -G-4 (Res.Stds.). External Insulation R -value R-12 HVAC SIZING Page 1 HVAC Project Title ........... The Simmons Residence Date........ 03/23/93 Project Address........ Lot 514 Donald Drive Chico Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS4 v4.01 File -93075B Wth-CTZllS92 Program -HVAC, SIZING .User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case GENERAL INFORMATION FloorArea .....:........... Volume..................... Front Orientation.......... Sizing Location............ Latitude... .. ....... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 4185 sf 37238 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F. Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (N) Sensible Load .................... 61262 52118 Latent Load ...................... n/a 10424 Minimum Total Load 61262 62542 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, 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. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 15048 7250 Glazing Conduction ............... 17097 9543 Glazing Solar .................... n/a 21832 Infiltration ..................... 23548 7738 Internal Gain .................... n/a 2100 Ducts ............................ 5569 3656 Sensible Load .................... 61262 52118 Latent Load ...................... n/a 10424 Minimum Total Load 61262 62542 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, 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. HVAC SIZING Page 2 HVAC Project Title.......... The Simmons Residence Date........ 03/23/93 MICROPAS4 v4.01 File -93075B Wth-CTZllS92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -4185 S.F. Res.- Base Case HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE''LIVING' Floor Area........ ............. 2320 sf Volume ........................... 21440 cf n/a Heating Description (Btuh) Opaque Conduction and Solar...... 8211 Glazing Conduction ............... 8684 GlazingSolar .................... n/a Infiltration ..................... 13558 InternalGain .................... n/a Ducts............................ 3045 Sensible Load .................... 33498 LatentLoad....................... n/a Minimum Zone Load ZONE '.SLEEPING' 33498 Floor Area ....................... 1865 sf Volume.......... .................15798.cf Description Heating(Btuh) Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... LatentLoad ...................... Minimum Zone Load Cooling (Btuh) 2554 4847 9857 4455 2100 1191 25003 5001 30003 Cooling (Btuh) 6837 4697 8413 4696 n/a 11975 9990 3283 n/a 0. 2524 2465 27764 27116 n/a 5423 27764 32539 `�` ��fF�+'c�-i .�y....,._.rvr^,�:_,. .,—.-„,.m.^.�,- ,.-o��.,iww,�-s•�.�t+^.•.vT* �.,^.�'r_7.�rR'r�F'.”Yw.Kmtia�'i"'�:N"�.�'�+�.Rw-rnr-wn.'�� z . � District Identificatiion/ No: /V 90? (�( School District certifies that 1�yra,Q71.0 C-r°J!` (Applicant) '3515 (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. ���p ` `f'� by payment of $ c;2�6. representing /!!�- oZ square feet. School—District Representative r j� ,3182Y Date Paid by Check Number A 23 Remarks: Bank Number Paid by Cash a V f �°1 Crxr .5 If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is noted 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) feeformmkl (4/92) " BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) , " School District /7 , / 6 Building Department No. r A.P. Number t� - Jurisdiction 0 City 00 County Property Owner 110 S 1 K1 rn onS Property Location/Address 8 "cc ` Subdivison Ala 0 C n r i Q 1P, Lot No. �~ Residential Development 0 0 ® Sq. Footage No. of Living MHI Ad'd`ition (Group R) Units Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) 3 Building Department Re esentative 'S Da e 9J o 61 r (Floor Plans reviewedby School District Personnel) • 1�- District Identificatiion/ No: /V 90? (�( School District certifies that 1�yra,Q71.0 C-r°J!` (Applicant) '3515 (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. ���p ` `f'� by payment of $ c;2�6. representing /!!�- oZ square feet. School—District Representative r j� ,3182Y Date Paid by Check Number A 23 Remarks: Bank Number Paid by Cash a V f �°1 Crxr .5 If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is noted 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) feeformmkl (4/92) COUNTY OF BUTTE - DEP;"'RTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE - OROVI<LE; C LIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. , 0 1-3 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticulutral products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL N Q1_ZONING 2 rJ S R 3 OWNER,,I A � &6:�lAL PHONE NO.1-11 --6 OWNER'S ADDRESS 1-5-0,5- 5f-1�2� iagAl ✓ Gf�/ U� 9' Z (a LOCATION OF BUILDING A/ t—/W S USE OF BUILDING SIZE OF STRUCTURE "Y Z 6 O SQ. FT. X = TYPE OF CONSTRUCTION: WOOD FRAMESTEEL CONCRETE OTHER (Specify) TYPE OF SIDING 7 l( r /Oz -Y ROOF COVERING 0 e FLOOR TYPE Iz .�0,-A47- ESTIMATED COST OF CONSTRUCTION $ 3 © eco 1 AG Buildings shall comply with the building front, side, and rear yard requirements of the applicable County Ordinances as follows: f, FRONT SO SIDES s REAR S AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated above and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Department of Public Works and will obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occu cy. Date Signature of Owner Permit Fee The above described AG Building is exempt from a building permit. Receipt No. 1/ 7�-7U� White - DPW, Yellow - Assessor, Pink - B. I., Goldenrod - Applicant -', vc— Director of Public Wor By ��— Date FLOOD ✓ PAR Lr D. ROOF G 7 ISSUFi .// -', vc— Director of Public Wor By ��— Date COUNTY -OF BUTTE - DEPARTMEbLT OW PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 ij OWNER Proposed Building Use PERMIT APPLICATION DATA SHEET � M 040 .tel Building Inspector r Date At time of per application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED i By 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ .......................................... 11. Impact fees as shown on attached schedule . .......................:..... . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............. 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. Pre .. -Inspe. ction ... req. � .. to Building Inspecto 20. Pre -inspection for required. est 21. Contractor's license information. (No., Name Style, Classification) . ............. . 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner_) ........... . 24. Recorded copy of Agricultural Acknowledgement Statement . ................. . 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ............. ........................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: " Mail to owner. o contractor. Telephone and hold for pickup at offie4. Deliver with inspector. Other Parcel,Creation Acreage Applicant Date / Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works S LTUR� L C LCr�L�4TId� i�U � cc.: ry • e• NO. 3450 •. EXP. ... °s o e - r' LC ()L r'NTlowl �posuiQ. qLf RKI E e h RLD sio ro liar T Mqf � 1 L J �♦ T Mqf � 1 MbK)as R E SI bErOL97 FCS. 93 F_ - L 98g. �� 11M, C I6 ren i L o N c 3 W I I)o '7S Mr's Cx P c -F- __ A�GG,. Com.- _ . l 5 _. z Y R AF TE RS _ Z X, �o J0 2A o,G , 1► 0 _ .. I'VE ► SL . . . , Z wtv l oor Sly " T4-(2 fLY WOOS Z. )(11 FS ;D I b t. 3, Z PSFPL --- - -- -- -- - _ Lt civ 1%F LL.. -COY, PL`(.M.0 - 17 F�� �� CK ,IST �� � oar �ois�'S z X IZ� 16".a:� • . . or 117/9'� TJl /Z� 301SIS 6(," - z F o� �- (� � rde✓- - (p X 12 N�� 10.40 3 F 1 orv- & idles . 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GROI f'm= 1500psi, Fy= 4C #4 ® 8" Vert @ Edge #4 ® 24" Horiz 1'-0.. 5 1, HEEL (top) : #4 #4 HORIZ. AS SHOW DESIGN NOTES: Allow Soil Pressure = 2400 psf Actual Max Soil Pressure = 2003 psf Design Active Pressure = 30.000 pcf Overturning Stability Ratio = 1.95 Sliding Stability Ratio = 1.83 Footing Concrete f'c = 2500 psi Footing Rebar Fy = 40000 psi RETAINING WALL - Scale: NTS t CHANGE IN MAT'L SPEC. OR BAR SIZE/SPACING ADD 1— #4 VERT. @ HD2A HD5A ADD 2— #4 VERTS. @ HD6A &HD8A ADD 3— #4 VERTS. @ HD10A 8" C.M.U., SLD. GROUT f'm= 1500psi, Fy= 40000psi #4 @ 32" Vert @ CL #4 @ 24" Horiz 8" C.M.U., SLD. GROUT f'm= 1500psi, Fy= 40000psi #4 @ 16" Vert @ Edge #4 @ 24" Horiz I =III= HEEL (top) : #4 @ 24.00" o.c. #4 HORIZ. AS SHOWN RETAINING Scale: N.T.S. WALL �� .,�.° _ _I 6 3/4 x 18" GA 24f—V4 PROVIDE METAL 4800 psf BEAM SEAT WITH A MIN. 4511 psf BEARING LENGTH OF 6" 30.000 pcf SEE DETAIL A III µ 12" C.M.U., SLD. GROUT 5.165 f'm= 1500psi, Fy= 40000psi 3" #4 ® 16" Vert ® Edge 40000 psi #4 ® 24" Horiz 12" C.M.U., SLD. GROUT — f'm= 1500psi, Fy= 40000psi #4 ® 4" Vert ® Edge #4 ® 24" Horiz 3'-6" 3" 5 1/2" • HEEL (top) . #4 ® 24.00" O.C. TOE (bot) #4 ® 24.00" o.c. , #4 HORIZ. AS SHOWN ; —MISi 3" 4'-3" QVIEM 6'-0" RETAINING WALL ' _•J Scale: N.T.S. TOP OF MASONRY BEYOND 1/2x4"x4" PLATE TYP. 16 7/8"r— � TYP. 4" to 3/4" BOLT o 1 L314" BOLT TYP. N a a 1 1/2x6"x6" PLATE 5 j OQROFEss/pyo TA1 L A �q c N � g�- cwi fglFOf CA00��� DESIGN NOTES: Allow Soil Pressure = 4800 psf Actual Max Soil Pressure = 4511 psf Design Active Pressure = 30.000 pcf Overturning Stability Ratio = 11.091 Sliding Stability Ratio = 5.165 Footing Concrete f'c = 2500 psi Footing Rebar Fy = 40000 psi ADD 1- #4 VERT. @ HD2A HD5A ADD 2— #4 VERTS. ® HD6A &HD8A ADD 3— #4 VERTS. @ HD10A HOLDOWN+'' BOLT PER DWGS.-- LAP BOLT MIN. 42" W/ BARS ABOVE OR PROVIDE ALLTHREAD BOLT W/ DBL. NUT AND' WASHER PL. I 9toFESS/ON� /'1T 4e TYP CMU WALL sass• �kP civl Of CAI10i � IiHOLDOWN DET. iScole: NTS i �v �T��T �: pp v GENERAL: .1. ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1991 EDITION OF THE UNIFORM BUILDING CODE. 1.2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION BEVORE WORK PROCEEDS. 1.3. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PcIC�ONS DURING CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT, SHORING OF RETAINING WALLS AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. 1.4. OPENINGS, POCKETS, SUBSTANTIAL EMBEDDED iTEMS, ETC. SHALL NOT BE PLACED IN SLABS, BEAMS, COLUMNS, OR OTHER STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. I.S. ASTM SPECIFICATIONS AND UBC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF THE LATEST EDITION. 1.6. NO SPECIAL INSPECTION, PER SECTION 306 OF THE UNIFORM BUILDING CODE IS REQUIRED FOR THIS WORK WORK: 1.7. EXISTING CONSTRUCTION DEPICTED ON THESE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AS i ; IS UNCOVERED DURING CONSTRUCTION. IN THE EVENT EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND AWAIT FURTHER INSTRUCTIONS BEFORE PROCEEDING WITH CONSTRUCTION. 1.8. IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS OR CALLED FOR IN NOTES OR SPECIFICATIONS THEIR CONSTRUCTION SHALL RESEMBLE SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE ENGINEER. From:Charles J. Roberts 2 FOUNDATION: To: John Henry Pg.2 of5 3115195 09:48:12 2.1. THE FOUNDATION DESIGN HAS BEEN BASED: UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 1500 P.S.F., PASSIVE PRESSURE OF 200 P.S.F. AND SLIDING FRICTION FACTOR OF 0.35. 2.2. THE FOOTINGS SHALL BE FOUNDED IN FIRM NATIVE SOIL OR PROPERLY COMPACTED FILL TO DEPTHS AS SHOWN ON ".: F PLANS. 3 CONCRETE: 3.1 PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE II OR II -LOW ALKALI. AGGREGATE FOR STONE CONCRETE SHALL. CONFORM TO ASTM C 33, AND GRADE A PER THE UNIFORM BUILDING CODE. MAXIMUM AGGREGATE SIZE FOR FOOTINGS, SLABS -ON -GRADE AND MASS CONCRETE SHALL NOT EXCEED 1-1/2". MAXIMUM AGGREGATE SIZE FOR ALL OTHER CONCRETE SHALL NOT EXCEED 3/4. 3.2 CONCRETE MIXES SHALL BE DESIGNED SY A RECOGNIZED TESTING LABORATORY AND COPIES OF DESIGN SENT TO THE ENGINEER. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND ENGINEER. CONCRETE SHALL HAVE ENTRAINED AIR OF 5% (+/- 1%). 3.3 FLY ASH SHALL CONFORM TO ASTM C 618, CLASS F. FLY ASH SHALL NOT EXCEED 20% OF CEMENT BY WEIGHT, AND SHALL NOT EXPERIENCE A LOSS ON IGNITION OF GREATER THAN 2%. 3.4 SHRINKAGE AT 28 DAYS SHALL NOT EXCEED .055% FOR DRY CURING AS DETERMINED BY ASTM C 157. 3.5 REINFORCING BARS, ANCHOR BOLTS, AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE. 3.6 MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" +/- I" FOR FOOTINGS, MASS CONCRETE, AND SLABS -ON -GRADE, AND 4" +/- 1 " FOR OTHER CONCRETE. 3.7 MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE2500 P.S.I. (MINIMUM 5 SACKS OF CEMENT PER CUBIC Ya " D) 3.8 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER UNLESS DETAILED OTHERWISE. From:Charles J. Roberts 3.9 To: John Henry Pg.3 of5 3115195 09:49:19 ALL CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" AMPLITUDE UNLESS OTHERWISE NOTED. 3.10 THE OUTSIDE DIAMETER (O.D.) OF CONDUIT OF PIPE PLACED IN THE PLANE OF A SLAB SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONPurrs OR PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 3.11 SURFACES OF JOINTS REFERENCED AS "COLD JOINTS", SHALL BE TROWLED OR OTHERWISE FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. 3.2.0 REINFORCING STEEL: 3.2.1 REINFORCING STEEL SHALL CONFORM TO .l, 6.5 GRADE 60 IN MASONRY, AND A.615 GRADE 60 IN ALL OTHER CONCRE i E, UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL CONFORM TO ASTM A7O6. GRADE 60 REBAR SHALL BE WELDED PER THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE. 3.2.2 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING L,.,kRS SHALL BE AS FOLLOWS (UNLESS OTHERWISE. NOTED): A. CONCRETE CAST AGAINST AND EXPOSED TO EARTH 319 B. STRUCTURAL SLABS, TOP AND BOTTOAI 3/4" C. FORMED CONCRETE EXPOSED TO EARTH OF WEATHER #6 BAR OR LARGER 211 #5 BAR OR SMALLER 1-1/211 D. FORMED CONCRETE NOT MENTIONED ABOVE 3/4" 3.2.3. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3.2.4. REINFORCING BARS SHALL BE SPLICED AS �NnWN ON DRAWINGS. ANY ADDITIONAL SPLICING SHALL REQUIRE REVIEW FROM THE ENGINEER. 4 MASONRY: im 4.1 BLOCK MASONRY UNITS SHALL BE LIGHTWEIGHT SINGLE OR DOUBLE OPEN END BOND BEAM UNITS CONFORMING TO UBC STANDARD 24-4, GRADE "N" TYPE 1. 4.2 MINIMUM ULTIMATE COMPRESSIVE STRENvTH (f'm) OF MASONRY ASSEMBLAGES SHALL BE 1500 PSI AT 28 DAYS. MINIMUM fm SHALL BE DETERMINED PER THE 1991 UNIFORM BUILDING CODE SECTION 2406 b. 4.3 GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. MORTAR SHALL BE UBC TYPE "S" WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. 4.4 SEE THE "REINFORCING STEEL" SECTION OF THESE GENERAL NOTES FOR ASTM SPECIFICATIONS OF MASONRY REINFORCING STEEL. 4.5 MINIMUM LAP OF REINFORCING STEEL SHA,. KF 40 BAR DIAMETERS FOR 40 GRADE, AND 48 BAR DIAMETERS FOR 60 GRADE BARS, OR 2'-0" WHICHEVER IS GREATER. 4.6 MASONRY SHALL BE GROUTED IN POURS NOT TO EXCEED EIGHT FEET IN HEIGHT. WHEN POURS EXCEED FIVE FEET, CLEANOUTS SHALL BE PROVIDED AT THE BOTTOM COURSE OF EVERY VERTICAL BAR BUT SHALL NOT BE SPACED MORE THAN 32" ON CENTER. ALL CELLS SHALL BE FULLY GROUTED IN FOUR FOOT LIFTS. 5 STRUCTURAL STEEL 5.1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AS AMENDED TO DATE. PIPE COLUMNS SHALL CONFORM TO ASTM A53, TYPE "S", MACHINE BOLTS (MB) TO ASTM A3O7, STRUCTURAL TUBES TO ASTM A5OO, GRADE B, AND HIGH STRENGTH BOLTS (HSB) TO A325 OR A49O. 5.2. HIGH STRENGTH BOLTS, AND THEIR INSTALLATION AND VERIFICATION, SHALL CONFORM TO THE REQUIREMENTS OF THE 1990 AISC HANDBOOK. HIGH STRENGTH BOLTS SHALL BE FRICTION TYPE. CONTACT SURFACES OF STEEL AT CONNECTIONS WHERE HIGH-STR�'�L i H BOLTS ARE USED SHALL NOT BE PAINTED. 5.3. ALL WELDING SHALL BE DONE BY EXPERIENCED WELDERS USING THE ELECTRIC ARC WELDING PROCESS USING E7O XX SERIES ELECTRODES. 5.6 ALL STEEL EXCEPT WHERE ENCASED IN CONCRETE SHALL BE P.6_Ii�TED, UNLESS NOTED OTHERWISE. From:Charles J. Roberts 6 FRAMING LUMBER To: John Henry Pg.S of5 3115195 09:51:33 6.1. • ALL FRAMING LUMBER SHALL BE DOUGLAS ':IR S4S, UNLESS OTHERWISE NOTED, AND SHALL BEAR THE GRADE STAM, OF AN APPROVED GRADING AGENCY. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR OR FOUNDATION GRADE REDWOOD. THE FOLLOWING GRADES SHALL BE AS NOTED ON PLANS: B. POSTS NO.1 6.2. ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, ETC. REFERENCED ON THE DRAWINGS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR APPROVED EQUAL. GLU-LAM BEAMS: 6.3.1 SIMPLE SPAN GLU-LAM BEAMS SHALL BE A COMBINATION 24F -V4 DF/DF. CONTINUOUS SPANS, CANTILEVERS, AND COLUMNS SHALL BE A COMBINATION 24F -V8 DF/DF, UNLESS OTHERWISE NOTED, AS ESTABLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTICN, AND SHALL CONFORM TO THE REQUIREMENTS OF U.B.C. STANDARD 25-10. BEAMS SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND FINISHED TO AN INDUSTRIAL GRADE APPEARANCE, UNLESS OTHERWISE NOTED. MANUFACTURER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE FOR ALL GLU-LAM BEAMS. ALL GLU-LAM BEAMS SHa!'_ HAVE A 2000 FOOT RADIUS CAMBER UNLESS OTHERWISE NOTED ON PLANS. 6.3.2 EXPOSED GLU-LAMS SHALL BE PRESSURE TREATED TO PREVENT DECAY IN ACCORDANCE WITH THE 1991 U.B.C. SECTION 2511 (g). ff i- L.L. 4—:L 13 BUTTE COL APPROVES keVI S EID :-Astol l l . Via•°�' • o �A pso 10 e- w O*T, BLXK(PJ . TYP, �WAXow sou 140ZN srzzis _,.. D 34 FXR 43 arc Au- 0 44 r \ ""tf OCF/"1� r y i- ,. keVI S EID :-Astol l l . Via•°�' • o �A pso 10 e- FeB 9 3 Bui-TE COUNTY �5 APPROVED BU LDsNIG'DEpARTMEN AP,F--,R,QVED ell LL /lC� 10 x ROOF. 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OCMs ide-S MT Tv f P = S35 ." U0, 3- q9 l� mer scan eLIjdwood The people cement wood -fiber Manufacturers of Cemwood Shake" and Permatek" T k M gAmericanCemwood The wood -fiber cement people AMERICAN CEMWOOD CORPORATION is a privately -held company. The majority ownership is controlled by Robert G. Hoag. His title is Chairman of the'Board and Chief Executive Officer. There are four other stockholders. They have all held positions of employment and ownership with Willamette Industries, Inc., an Oregon wood products firm with annual sales over one billion dollars. Their positions with Willamette Industries have varied from Vice Chairman and President to Chief Operations Officer and. Marketing Director. American Cemwood manufactures two fiber cement roofing products: PERMATEK and CEM _WOOD SHAKE. They are designed to replicate the aesthetics of traditional heavy cedar wood shake, while providing the fire protection associated with cementitious products. PERMATEK and CEMWOOD SHAKE are considered lightweight products which can be used for reroofing as well as new construction. Each has proven to be quite walkable with excellent. impact resistance. . PERMATEK has been manufactured and marketed since 1984. The application is similar to a the format of headlap, sidelap and solid sheathing. CEMWOOD�* SHAKE represents the culmination of experience gained through the production and marketing of PERMATEK. The application is very similar to the wood shake. It has been approved as a Class "A" fire resistant material which may be installed over space sheathing. PERMATEK and CEMWOOD SHAKE meet or exceed all the testing standards for composite roofing products as established by the International Conference of Building Officials. ICBG Number 4312 confirms the successful completion of tests which are similarly identified with ASTM E-108, UL 790, UBCB 27 and NFPA 256. P.O. BOX C ALBANY, OREGON 97321 U.S.A. 503/928-6397 800/367-3471 FAX 503/928-8110 cem�vood ShakeI�� The Roof of a Lifetime. L,:; American Cemwood MIC wood -liber CCl)lent people rj ...... ... .. ... ....... z I AvIrWA pPI it TW ...... ... .. ... ....... z I AvIrWA When thinking about roofing... think emwoodTM The roof of a lifetime. CEMWOOD SHAKES are manufactured by American Cemwood Corporation. It is a privately -held company with the corporate offices and manufacturing plants in Albany, Oregon. CEMWOOD SHAKES are ideally suited for residential areas and commercial developments. The patented processes create a richly textured product which possesses all the architectural beauty and rustic charm of the traditional heavy cedar wood shake, and provides the fire protection associated with cementitious products. A CEMWOOD SHAKE roofscape will enhance and grace any architectural structure while blending harmoniously with the natural surroundings. Strength and Durability CEMWOOD SHAKE has an assurance of permanence with its composite of portland cement and wood fiber. The portland cement is noncombustible and allows for Class "A" fire ratings when applied according to the Application Instructions. The wood fibers enable CEMWOOD SHAKE to weigh significantly less than standard concrete tiles, possibly create the image of traditional woodshakes' natural lifting and provide excellent tensile strength. This is especially important when walking on the roof to clean solar systems, skylights and chimneys as well as to absorb the impact of such objects as baseballs, golf balls, tree limbs and hailstones. Coatings CEMWOOD SHAKES have color within the individual pieces as well as an exterior coating. The hue pigmentation within the CEMWOOD SHAKE is not as intense as the exterior ultra -violet resistant industrial slurry. Special pigments are used to ensure that the original color will be retained for many years. As in all cementitious products, there is the possibility that hue variances and/or efflorescence may occur. Packaging CEMWOOD SHAKES are randomly packaged for shipment in widths of 12, 7 and 5 inches and a length of 22 inches. Each piece is tapered with a simulated wood shake appearance on the lower 11 inches. The weight per square is 580 pounds when I fully cured CEMWOOD SHAKE may be applied over open -spaced sheathing. The three different widths may even be installed in a "staggered butt" design in order to further replicate the traditional wood shake look. Cemwood Shake plant Installation CEMWOOD SHAKES are considered lightweight products which can be used for reroofing as well as new construction. Each has proven to be quite walkable with excellent impact resistance. They can be easily sawn and nailed. When starting a reroof installation, as with any reroofing system, first remove the old, rotten and decayed material. It is important for fire concerns and allows for evaluation and repair of the sub -structure if there is damage due to water seepage. NOTE: Contact your local fire marshall about the importance of removing the old wood roof. CEMWOOD SHAKES may be installed on a 3:12 to 4:12 roof pitch using solid sheathing with a Type 30 felt complete underlayment and a minimum 18" wide Type 30 felt interlayment between courses with no felt being exposed to the weather. NOTE: This assembly may require the approval of the local building official. CEMWOOD SHAKES may be installed on a 4:12 to 12:12 roof pitch with spaced or solid sheathing. A minimum 18" wide Type 30 felt must be interlayed between courses with no felt being exposed to the weather. Each CEMWOOD SHAKE, including hip and ridge pieces, shall be fastened to the roof by two staples or nails of not less than No. 13 gauge with cohosion-resistant coating. NOTE: Staples may require the approval of the local building official. The fasteners shall be installed between 'h to 1'h inches above the overlap point and must be long enough to penetrate into the sheathing N inch or its full thickness, whichever is less. NOTE: Fastening "too high" will cause lifting of the CEMWOOD SHAKE pieces. Proper roof ventilation is most critical with any installation. This is especially important with CEMWOOD SHAKE because of its excellent insulation qualities. Each day during installation, the CEMWOOD SHAKE roof should be swept and washed to remove cement dust and debris. Cement dust can discolor the product. FOR DETAILED INSTALLATION INFORMATION, PLEASE OBTAIN CURRENT `APPLICATION INSTRUCTIONS FOR CEMWOOD SHAKE" Testing Standards CEMWOOD SHAKE meets and/or exceeds all the testing standards for composite roofing products as established in the ICBO Evaluation Services Ines `Acceptance Criteria for Special Roofing Systems" ICBOES Report No. 4312 confirms the successful completion of tests which are similarly identified with ASTM E-108, UL 790, and UBC Standards #32-7. Warranty CEMWOOD SHAKES are warranted on a limited, non-prorata basis for 50 years against structural breakdown of the products. A valid registered warranty can be transferred once from the original owner. Colors: Driftwood Umber &;`American Cemwood Post Office Box C Telefax: 503/928-8110 800/367-3471 Albany, Oregon 97321 USA Telephone: 503/928-6397 it APPLICATION INSTRUCTIONS FOR Cemwood Shake The Roof Of A Lifetime! • Class A Fire Rated Over Spaced Sheathing • Lightweight • Walkable • Classic Shake Application • Sawn With Carbide Blade • Nailed By Hand Or With Pneumatic Gun FIELD SHAKES: Widths per bundle ............................... 3 Bundles per square ............................. 14 Weight per square .... 580 pounds f STARTER PIECES: Size per piece ....................... Lineal Coverage per bundle .. .......... 14" x random widths .......... 10' HIP & RIDGE: Pieces per bundle ............................... 12 Length per piece ................................. 22" Lineal Coverage per bundle ................ 10' • 50 -Year Warranty • Color Impregnated • Impact Resistant • Classic Shake Appearance • Freeze -Thaw Resistant • A Lifetime Roof .6.L . - -xtured butt ?I— .DSHAKE M No 000 NEW _WmMMA" HIP & RIDGE The CEMWOOD SHAKE is composed of portland cement and wood fiber. The resulting product is considered a lightweight, Class "A" roofing material complying with Section 415 of the Uniform Building Code. CEMWOOD SHAKES meet or exceed all the testing standards for composite roofing products as established by the International Confer- ence of Building Officials. ICBO No. 4312 confirms the successful completion of tests also identified with ASTM E-108, UL 790, UBC 32-7. American Cemwood Corporation manufactures CEMWOOD SHAKE under a quality control program with inspections by Ramtech Laboratories, Inc. The embossed capital letters "AC" identify the product. The CEMWOOD SHAKE is produced and bundled in random widths of 12", 7" and 5". It is 22" long with a simulated wood shake exposure detail on the lower 11" of the butt end. This product has the capability of being nailed and sawn similar to wood shakes. A black pigment is mixed within the cement -wood -fiber blend which will ensure color throughout each shake. The topical coatings are obtained with color pigments. Hue variance may occur on product with a topical coating. Natural efflorescence may temporarily occur, as in all cementitious products. SHEATHING: Both solid and spaced sheathing may be used in accordance with Chapter 32 of the Code. A Class "A" fire retardant roofing system can be recognized with Type 30 saturated organic felt installed as an interlayment. PITCH SPECIFICATIONS: CEMWOOD SHAKES should be installed on 4:12 pitch or greater. Reference Underlayment Paragraph for roof pitch less tha 4:12. UNDERLAYMENT: 1. Under 3:12 Roof Pitch: The CEMWOOD SHAKES are not designed for roof slopes less than 3:12. They may be used for decorative purposes on these pitches provided a com- plete built-up roofing system is installed in accordance with Chapter 32. NOTE: This assembly must be approved by the local building official. 2. 3:12 to 4:12 Roof Pitch: The CEMWOOD SHAKES may be installed at this slope on solid sheathing with a Type 15 felt underlayment with the Type 30 felt interlayment as described for 4:12 roof pitch. NOTE: This assembly must be approved by the local building official. 3. 4:12 to 12:12 Roof Pitch: The CEMWOOD SHAKES may be installed on spaced or solid sheathing with minimum 18" - wide Type 30 felt interlayed between courses so that no felt is exposed directly to the weather. 4. Greater that 12:12 Roof Pitch: The CEMWOOD SHAKES may be installed on spaced or solid sheathing with felt installed as set forth in Item 3 above. For mansard roof applications, flashing is required at the top of the mansard sections. SHAKE FASTENING: Each shake, including hip and ridge pieces, shall be fastened to the roof by two nails of not less than No. 13 gauge with corrosion -resistant coating. The fasteners shall be installed between 1/2" to 1'/2" above the exposure line and must be long enough to penetrated into the sheathing 3/a" or its full thickness, whichever is less. NOTE: Staples require the approval of the local building official. GENERAL APPLICATIONS: When starting the courses, the shakes must be doubled at the eave line with a 14" long shake used as a starter course. For the remainder of the courses, the spacing and side lap shall be similar to that required for wood shakes, as decribed in Chapter 32 of the Code. This is con- sidered to be 10" to the weather with approximately 1/2" spac- ing between shakes. The sidelap should be no less than 1'/2" between joints in adjacent courses. VALLEY TREATMENT: A single strip of 36" wide approved non -perforated underlayment (a minimum of Type #30) shall be centered in the valley and applied the full length of the valley. This procedure must take place prior to the installa- tion of the valley flashing. Valley flashing must be installed as specified for wood shakes in Chapter 32 of the Uniform Building Code. All valley flash- ing shall be a minimum of 26 gauge corrosion -resistant or gal- vanized metal (a minimum of 24" wide). The valley flashing shall have a minimum of 8" headlap on adjoining pieces. The valley flashing shall be installed over the single layer of con- tinuous underlayment previously installed in the center of the valley. It shall be fastened every 24" with corrosion - resistant fasteners on the outside edges of the flashing, a minimum of 11" from the center of the valley. HIP & RIDGE TREATMENT: Hip and ridge units are sup- plied as 6" by 22" shakes with beveled edges for assembly on the roof. The approved underlayment shall lap the ridge a minimum of 9" each way, effectively providing a double layer of felt 9" each way from the center line of the ridge. The ridge peak will have 6" underlayment strips between the ridge and field shake. The field shakes are to be laid and trimmed to provide a tight fit at the center line of hip and ridges. The hip and ridge pieces should be installed with a minimum of 12" headlap. Each piece may be fastened with two galvanized fasteners. One fastener should be driven through the hip and ridge piece on each side, penetrating through the trim piece, the field shake and at least '/z" into the sheathing. Fasteners must be placed at a point where they will be covered by the next overlapping piece. Exposed butts of the hip and ridge may be masticed to the piece beneath. REROOFING: The CEMWOOD SHAKE roof may be applied over the existing roofing system (such as composi- tion or wood shingles) if it is relatively smooth and uniform, and if the existing framing will support the increased load. NOTE: This assembly must be approved by the local building official. For decorative purposes, an "L" metal strip may be installed over the existing roof along the eave line and simi- larly along the rake line. IN AREA OF HIGH WIND: See Section 2311 (b) of the Uniform Building Code for wind clip requirements in areas with winds in excess of 80 miles per hour and for buildings over 40 feet in height. VENT TREATMENT: Field shakes should be notched to fit as tight as possible around the vent pipe. Vent flashing is then installed over the field shakes. Two layers of Type 30 felt should be lapped over the flashing. Starter pieces or specially cut field shakes are to be installed to complement the courses. SPECIAL INSTRUCTIONS: FAILURE TO FOLLOW INSTAL- LATION INSTRUCTIONS WILL NULLIFY WARRANTY. EACH DAY DURING INSTALLATION THE ROOF SHOULD BE SWEPT AND WASHED TO REMOVE CEMENT DUST AND DEBRIS WHICH CAN DISCOLOR THE PRODUCT. IF THERE IS CEMENT DUST, A MIXTURE OF WATER AND VINEGAR OR WATER AND MURIAC ACID MAY BE USED FOR REMOVAL. All applicable sections of Chapter 32 of the Uniform Buidling Code shall be complied with. If you have any questions regarding the installion, please call 800/367-3471 or 503/928-6397. Effective date: October 1, 1991. Cemwood Shake - LIMITED 50 -YEAR WARRANTY THIS WARRANTY APPLIES TO CEMWOOD SHAKE AS MANUFACTURED UNDERA PATENTED PROCESS BY AMERICAN CEMWOOD CORPORATION AND APPLIED IN A MANNER CONSISTENT WITH ITS INTENDED USE ACCORDING TO THE CURRENT PRINTED TECHNICAL SPECIFICATIONS AND INSTALLATION INSTRUCTIONS AVAILABLE FROM AMERICAN CEMWOOD AT THE TIME OF APPLICATION. SINCE AMERICAN CEMWOOD BELIEVES THAT THE DESIGN AND CONSTRUCTION OF ALL PORTIONS OF A BUILDING, INCLUDING THE ROOF DECK AND ROOFING MATERIALS APPLICATION, ARE BEST LEFT TO AND ARE THE RESPONSIBILITY OF THE OWNER ARCHITECT, DESIGN ENGINEER GENERAL CONTRACTOR AND/OR ROOFING CONTRACTOR, AND SINCE AMERICAN CEMWOOD HAS NO CONTROL OVER THEM OR THEIR ACTIVITIES, THIS IS IN NO WAY INTENDED TO BE A WARRANTY OF THE APPLICATION, DESIGN, OR CONSTRUCTION OF THE ROOF SYSTEM. WE STAND ONLY BEHIND THE PRODUCT WE PRODUCE AND WHOSE QUALITY WE CAN CONTROL. THIS WARRANTY SHALL BE CONSIDERED IN EFFECT ONLY WHEN CEMWOOD SHAKES ARE INSTALLED BY A PROFESSIONAL ROOFER IN ACCORDANCE WITH THE PRINTED INSTALLATION INSTRUCTIONS PROVIDED BY AMERICAN CEMWOOD. We warrant for the 50 -year period that CEMWOOD SHAKE will: Pass applicable fire ratings when applied according to our application sheet. Will not be damaged by vermin or rot. Will maintain the structural integrity of the wood fiber/cement bonding. We warrant that we will provide to you, or to a subsequent purchaser, within a period of 90 days from the date of our receipt of your written notice or the date of our investigation, at no cost, a replacement shake or shakes for those shakes which fail to perform as warranted. If the color of the shake which you have purchased has been discontinued or is no longer manufactured, American Cemwood Corp. will provide you with a shake which in our opinion closely approximates your color at the closest dealer to your location. THERE ARE LIMITATIONS ON THE WARRANTY: A. This warranty is only to provide replacement shakes where there is a defect in the shake, as indicated above. This warranty does not cover the quality and workmanship of the initial installation, or any replacement shake nor any accessories used to install the shake. B. We will not replace the CEMWOOD SHAKE if damage to it is caused by improper installation, including installation not in accordance with the recommendations as shown in "Application Instructions for CEMWOOD SHAKE" or any similar installation specifications made available in printed form from us. C. We will not replace the CEMWOOD SHAKE if damage to it is caused by improper maintenance or by use contrary to our recommendations. This warranty does not cover damsa caused by inordinary roof traffic or extremely heavy foreign objects falling on the roof. D. We will not replace shakes damagged as a result of your negligence or abuse. E. This warranty does not cover differences between the color samples as presented in illustrations and the color of the actual roofing shake or changes of color in general. F. Weatherization will affect surface coatings and can cause a change in color. G. This warranty does not apply if you have purchased irregular or defective shakes at a reduced rate. H. This warranty does not cover damage caused by weatherization of surfaces. 1. This warranty does not cover damage caused by defects in or failure of materials used as components of the roof or structure. J. This warranty does not cover damage caused by acts of God, such as wind storms, tornadoes or hurricanes. WE WILL NOT BE LIABLE FOR ANY LASS, INJURY OR DAMAGE TO PERSONS OR PROPERTY RESULTING FROM ANY DEFECT IN THE SHAKE SUPPLIED, NOR WILL WE BE LIABLE FOR DIRECT, INDIRECT, INCIDENTAL, SPECIAL OR -CONSEQUENTIAL DAMAGES OF ANY NATURE TO ANY PERSON SUSTAINED FROM ANY CAUSE. By this we mean, amongg other things, that this warranty does not cover any loss or damage, including damage to the structure, its contents or its occupants. This warranty limits our obligation to the replacement of shakes which may be defective. NOTE: THIS CEMWOOD SHAKE LIMITED 50 -YEAR PRODUCT WARRANTY IS A COMPLETE AND EXCLUSIVE STATEMENT OF ANY AND ALL REPRESENTATIONS, PROMISES AND WARRANTIES OF AMERICAN CEMWOOD CORP. THIS WARRANTY EXPRESSLY EXCLUDES LIABILITY FOR COLOR CHANGE OR SHAKE VARIATIONS, THE COST OF LABOR TO REPLACE SHAKES, OR FOR ANY OTHER DAMAGES INCLUDING CONSEQUENTIAL DAMAGES, AND ANY OTHER WARRANTIES STATED OR IMPLIED. No warranties are given by any promises or statements on the part of any agent of American Cemwood Corp., or any independent builder or Installer of roofing materials as to CEMWOOD SHAKE. No warranties are given by any statements in any brochure or other publication describing CEMWOOD SHAKE as published by American Cemwood Corp. Please note: Some states do not allow the exclusion or limitation of incidental or consequential damages, or limitations on how long an implied warranty lasts, so the above limitations or exclusions may not apply to you. This warranty aves you specific legal rights, and you may also have other rights which vary from state to state. Except for these other rights, the remedies provided under the warranty state the limits to our obligations and responsibilities. CLAIMS UNDER THIS WARRANTY MUST BE ADDRESSED IN THE FOLLOWING MANNER American Cemwood must be notified and a claim made in writing within 30 days from the date of discovery of any alleged defect Before repair commences, the owner shall allow American Cemwood, or its agent, the right to examine the roof and to obtain pictures and samples of any allegedly defective product. It is the owner's responsibility, upon the discovery of any alleged defect, to protect his property from damage by providing for immediate temporary repairs. This written notice must be as descriptive as possible and inform us of the details of the damage or defect in the shake. Unless you have registered your warranty as described above, you must include with your letter a copy of the bill or invoice or other evidence establishing the date of purchase. A representative of American Cemwood Corp., if such inspection is appropriate, will then inspect the shake and approve the claim. If the claim is approved, American Cemwood Corp. will replace the damaged shake or shakes as set forth above. If the claim is not approved after such inspection, seller has no obligation to replace the shake. Also, you must be able to show to representatives of American Cemwood Corp. upon their request an original or documented proof of purchase in the form of a bill, invoice or statement from the original seller or supplier. Your application must be in accordance with the CEMWOOD SHAKE recommendations for installation. The attached Warranty Registration card must be filled out, signed, and mailed to American Cemwood in the name of the owner within 30 days after completion of the job. This warranty commences on the date of the completion of the job and rims for SO consecutive years. A valid, registered warranty can be transferred once from the original owner in whose name the warranty was issued to his successor by filling out, signing, and mailing the attached warranty Transfer card in the name of the new owner to American Cemwood within 30 days after transfer or close of escrow. The transferred warranty shall commence on the date of transfer of ownership and run for the balance of the original warranty. Original registration warranty transfer, and claims must be registered with American Cemwood; P.O. Box C; Albany, OR 97321. FOR FURTHER INFORMATION CONCERNING YOUR WARRANTY CONTACT: American Cemwood Corp. P.O. Box C Albany, OR 97321 Signature of Contractor Date of Installation — wl THE I. C. B. 0. & OTHER MODEL CODE AGENCIES There are several model code agencies in the United States. The three major ones are: International Conference of Building Officials (I.C.B.O.), Southern Building Code Congress International (S.B.C.C.I.) and Building Officials and Code Administrators (B.O.C.A.). All three attempt to write uniform building codes that cover fire, life and structural safety of all buildings. The I.C.B.O. is dominant in California, Colorado and Texas. Jurisdictions such as state, county and city subscribe to a model code agency and look to them as a policing body. The model code people use as standards for tests mostly American Society of Testing and Materials (ASTM). In the case of fire -resistance for roof covering the ASTM test is E-108 and from this, Underwriters' Laboratories has written their U.L. 790 Test. The respective research committees evaluate test data of proponents and make approval decisions based on documentation of successful test results from an approved testing laboratory. The I.C.B.O. insists upon a listing and follow-up program as it ensures that a manufacturer will continue with their approved manufacturing procedure. Their standard is 32-7, the same as Standard Specification 790 (1969) of the Underwriters' Laboratories, Inc. Ramtech Laboratories, Inc. will be the quality control agency for Cedarwood Products, Ltd. Mr. Ronald A. Macey is the laboratory director. ,�tON SF C �9T ICBG Evaluation Service, Inc. 9e5. ,r A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Report No. 4312 Copyright @ 1991 ICBG Evaluation Service, Inc. June, 1991 Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering (202) PERMATEK SHAKES AND CEMWOOD SHAKES' AMERICAN CEMWOOD CORPORATION 595 GEARY STREET NORTH POST OFFICE BOX C ALBANY, OREGON 97321 I. Subject: Permatek Shakes and Cemwood Shakes. II. Description: A. General: The shakes are composed of two and three- fourths parts portland cement, one part wood fiber and one-fourth part in- organic additives. The resulting product has the capability of being nailed ad sawn similar to wood. Colors are obtained with mineral oxide pigments in acrylic paints. 1. Permatek Shakes: The Permatek shake is 14 inches wide and 15 in- ches long with a simulated hand -split cedar shake pattern on the lower 12 inches of the butt end. The transverse cross section of the shake consists of four ribs, each approximately 1 inch wide maximum. The ribs are spaced approximately 23/8, 3 and 4 inches apart and run 11 inches along the length of the shake. The interlocking side lap between adjacent shakes is 11/2 inches wide and is designed to restrict lateral movement and pro- vide positive water channeling. The shakes weigh approximately 41/2 pounds per square foot when installed with a 3 -inch headlap. See Figure No. 1. 2. Cemwood Shakes: The Cemwood shakes are 12, 7 and 5 inches wide ad 221/2 inches long with a simulated wood shake exposure detail on the lower 11 inches of the butt end. Nominal thickness varies from 1/4 inch at one end to 1 inch at the butt end. The installed weight of the shake is ap- proximately 5.8 pounds per square foot when installed with a 10 -inch ex- posure. See Figures Nos. 6 and 7. B. Installation: New Construction: 1. General: a. Permatek Shakes: Permatek shakes must be installed with vertical joints offset 4 inches mini- mum and horizontal joints parallel to the eave. See Figure No. 2. Shakes must be cut to match the angle of the valleys or hips and still maintain the integrity of each unit. Foreign particles must be cleaned from all interlock- ing areas to ensure correct fit and interlock andto prevent water damming. Cracked or broken shakes must not be installed nor allowed to remain on the roof. The shakes are -for installation on roofs with a minimum slope of 4:12 and must be applied over solid sheathing with underlayment as noted in paragraph 11 B-3. b. Cemwood Shakes: Cemwood shakes must be doubled at the eave line with a 14 -inch -long shake used as a starter course. See Figure No. 9. For the remainder of the courses, the side spacing shall be similar to that required for wood shakes, as described in Chapter 32 of the code. 2. Sheathing: a. Permatek Shakes: Solid sheathing consists of nominal 1 -inch lumber or minimum '/2 -inch -thick plywood. Sheathing must be structurally adequate to support the loads involved and must be nailed in accordance with the code. A fascia board or cant strip may be installed to properly elevate the first shake course. b. Cemwood Shakes: Both solid and spaced sheathing may be used in accordance with Chapter 32 of the code. 3. Underlayment: a. Permatek Shakes: An underlayment is always re- quired and must consist of one of the following: (i) Class A Roof Covering: The shakes are applied over solid sheathing, and an underlayment of listed 72 -pound mineral -surfaced fiberglass cap sheet must be installed over the Class B underlayment prior to installation of the shakes. (ii) Class B Roof Covering: The shakes are applied over solid sheathing and an underlayment of Type 30 organic fiber felt must be installed prior to installation of the shakes. In areas subject to ice and snow buildup, blowing dust or sand, or where extreme high wind -rain conditions (hurri- cane) occur, installation must comply with Section 3208 (b)10 of the Uni- form Building Code. b. Cemwood Shakes: Installation shall be as prescribed below: (i) Under 3:12 Roof Pitch: The Cemwood shakes are not designed for roof slopes less than 3:12. They may be used for decorative purposes on these pitches, provided a complete built-up roofing system is installed in accordance with Chapter 32 and the assembly is specifically approved by the local building official. (ii) 3:12 to 4:12 Roof Pitch: The Cemwood shakes may be installed at this slope on solid sheathing with a Type 15 felt underlayment with the ap- proval of the local building official. A Type 30 felt interlayment must also be used as described in Section II B-3 b (2). (iii) 4:12 to 12:12 Roof Pitch: The Cemwood shakes may be installed on spaced or solid sheathing with minimum 18 -inch -wide Type 30 felt in- terlayed between shakes so that no felt is exposed directly to the weather. See Figures Nos. 10 through 13 for further details. (iv) Greater than 12:12 Roof Pitch: The Cemwood shakes may be in- stalled on spaced or solid sheathing with felt installed as set forth in Item iii above. For mansard roof applications, flashing is required at the top of the mansard sections. 4. Flashing: Valley flashing must be minimum No. 28 gauge corrosion - resistant metal extending at least 11 inches from the valley center line each way and must have a splash diverter rib not less than 1 inch high at the flow line formed as part of the flashing. Flashing must have an end lap of not less.than 4. inches. See Figure No. 3. 5. Shake Fastening: a. Permatek Shakes: Three fasteners per.shake are used and must be a minimum No. 11 gauge corrosion -resistant box nail driven through the headlap approximately 11/2 inches below the top edge. Each fastener must penetrate a rib on the underside of the shake and have sufficient length to penetrate 3/4 inch into the sheathing or through the thickness of the sheathing, whichever is less. Care must be taken to drive the nail flush with the surface of the shake without damaging the material. b. Cemwood Shakes: Each shake, including hip and ridge shakes, shall be fastened to the root by two nails eHess1hmrNe—L34 a with cor- rosion -resistant coating or minim '/ -inch crown, 2 -inch -lo% No. 16 gauge galvanized staples. The faste er all be ms a e ween'/2 to Evaluation reports of /CBO Evalualion Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical stafjhas reviewed the lest results andlorwherdata, but does not possess test facitities to-makean-independentveriftcadon. There is no warranty by /CBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report oras to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 4 Page 2 of 4 11/2 inches above the overlap point and must be long enough to penetrate into the sheathing 3/4 inch or its full thickness, whichever is less. See Fig- ures Nos. 10 through 13 for further details. Care must be taken to drive the fastener flush with the surface of the shake without damaging the ma- terial. 6. Hips, Ridges and Rakes: a. Permatek Shakes: Hip and ridge shakes can be installed with or without ridge boards. They are nailed with two No. 11 gauge corrosion -resistant box nails driven into the hip and ridge fram- ing members. The two longitudinal edges of hip and ridge shakes are em- bedded in portland cement mortar or by an alternative method acceptable to the local building official for weather -resistive purposes. See Figure No. 4. Rake shakes are to be used on all exposed gable -end applications and cut to show solid profile to weather. Rake shakes must be fastened with two fasteners as noted above. See Figure No. 5. b. Cemwood Shakes,. Hip and ridgeunitsare supplied as two 6 -inch by 221/2 -inch shakes beveled, glued and nailed to conform to the exact roof pitch. See Figure No. 8. Also, the one-piece Permatek hip and ridge may be used. 7. Roof Covering Classification: a. Permatek Shakes: Permatek shakes, installed in accordance with this report, are recognized as either a Class A or Class B roof covering under Section 3204 (a) of the code. The required roof deck and underlayment for the specified classification must comply with paragraph II B-3. b. Cemwood Shakes: A Class A roofing system with Cemwood shakes can be recognized with Type 30 saturated organic felt interlayment in- stalled as set forth in Figures Nos. 10 through 13 over solid or spaced sheathing. C. Installation: Reroofing Applications: 1. General: a. Permatek Shakes: Structural data indicating that the existing or modified roof -fram- ing system is adequate to support the additional Permatek shake roof cov- ering must be furnished to the building official for approval. Details for roofing installation not covered under this section are to be as specified above for new construction. The existing roof must be inspected as set forth in Chapter 32 of the 1988 Uniform Building Code Appendix. b. Cemwood Shakes: Where the existing roof is relatively smooth and uniform such as composition or wood shingles, and if the existing framing will support the increased load, the Cemwood shake roof may be applied over the existing roofing system as set forth in Section 11 B above for Cem- Report No. 4312 wood shakes. For decorative purposes, an "L" metal strip is installed over the existing roof along the eave line and similarly along the rake line. 2. Deck Preparation: a. Asphalt Shingle: Deck surface is to be swept clean and underlayment applied as noted in paragraph II B-3. b. Wood Shake and Shingle Roofs: Existing wood roof must be re- moved to expose the sheathing and underlayment applied as noted in paragraph II B-3 except as noted in Section II C-1 b. 3. Eave Preparation: Existing roof material must be cut back to allow for installation of a raised fascia board or cant strip. D. 1990 Accumulative Supplement to the U.B.C.: This report is unaf- fected by the Supplement. E. Identification: The name Permatek is embossed on the underside of each-Permatek shake. The capital letters "A/C" are embossed on each Cemwood shake. Additionally, each shipping pallet is identified by a tag containing the manufacturer's name and address, product name, the eval- uation report number and the name of the inspection agency, Ramtech Laboratories, Inc. (NER-0A293). III. Evidence Submitted: Reports of tests in accordance with the ICBG Evaluation Service, Inc., Acceptance Criteria for Special Roofing Systems, dated January, 1990 with amendments dated, April, 1990. Findings IV. Findings: That the Permatek Shakes and Cemwood Shakes de- scribed in this report comply with the 1988 Uniform Building Code, sub- ject to the following conditions: 1. That the shakes are manufactured, identified and installed in ac- cordance with this report and the manufacturer's instructions. 2. The shake roofing system installations are limited to areas hav- ing a maximum wind speed of 80 miles per hour as determined by Section 2311 (b) of the code and to roofs not over 40 feet high, under Exposure B. 3. That the shakes are manufactured at 595 Geary Street North, Albany, Oregon, under a quality control program with inspec- tions by Ramtech Laboratories, Inc. (NER-(IA293). This report is subject to re-examination in two years. Page 3 of 4 PERMATEK 15" \� 14" TOP SIDE BOTTOM RIBBED SI 'FIGURE NO.1 ri FIGURE NO.2 Report No. 4312 36" WIDE TYPE 30 FELT CENTERED AT THE HIP AND RIDGE, APPLIED FULL LENGTH OF JOINT NATE COURSE i SHOULD NOT 36" WIDE TYPE 30 FELT TYPICAL VALLEY UNITS CUT CENTERED AT THE VALLEY, FROM STANDARD SHAKE APPLIED FULL LENGTH OF JOINT FIGURE NO.3 ING FIGURE NO.4 STANDARD SHAKES lIDGE 3' HEAOLAP OVERHANG OF SHAKE END CUT FROM RAKE STARTER APPROXIMATELY 1" FIGURE NO.5 1"SHAKE PROJECTION AT EAVE, TYPICAL Page 4 of 4 CEMWOOD SHAKE ;Rooth up \\11' butt 1 FIGURE N0. 6 1Y STANDARD SHAKE FIGURE NO. 7 STARTER 1(r Exposure I Slarler Shake i.�.n. Standard shake CHECK FOR GAP... j Fell / Report No. 4312 FIGURE NO. 9 Facia Double at end FIGURE NO. 11 RIDGE DETAIL Standard shakes Starter shakes FIGURE NO. 10 !r )n ridge Lap tells from eacn surface tom lard shakes Fell ped over ridge FIGURE NO. 8 HIP AND RIDGE Rapers Fell 18" Wide to cover �J shake tips 2" Solid sheathing at eaves EAVE DETAIL FIGURE NO. 12 ucuore at eave HIP DETAIL Fell to lap valley flashing trim 10 shake edge Typical valley units cul from standard Shakes Valley flashing I" Shake FIGURE NO. 17 prolecflon at VALLEY DETAIL eave RAMTECH LABORATORIE13, INC. 14104 ORANGE AVENUE, PARAMOUNT, CALIFORNIA 90723 • TELEPHONE (213) 633-4824 American Cemwood Corp. 595 Geary St. N. P.O. Box C Albany, OR 97321 Attention: Mr. B. Palmer Subject: 50 -Cycle Wet/Dry Test Gentlemen: August 28, 1987 Report Number: 4312 Laboratory Number 8033B-87 A wet/dry cycling test (50 cycle) has been conducted on your Permatekltm] Shake cellulose fiber and cement -base roofing panels. The test is being conducted in accordance with the procedures outlined in the following test method standards .from, production independently witnessed and sampled by a representative from Ramtech Laboratories, Inc., on 5 March 1987. The testing was conducted in accordance with the procedures outlined in the following test method standards: ENGINEERING • MATERIAL TESTING r RAMTECN LABORATORIES, INC. American Cemwood Corp. Lab. No. 8033B-87 1. International Conference of Building Officials Evaluation Service, Inc.(ICBO/ES) Research Committee Acceptance Criteria for Special Roofing Systems (SRS) Outline, Section F.III.141 (June 1987), derived.from; 2. British Standards Institution 1979. Specification for wood chipboard and methods of test for particleboard, section A9. Tensile strength perpendicular to the plane of the board, Method A. BS 5669. London. The results of this 50 -cycle wet/dry cycling test are presented in tabular form in Table I. TABLE 1_ Wet/Dry Cycling Bending Strength Test Results*(50-cycle) Sample Control Ex2osed 1 18.0 15.5 2 11.25 24.5 3 18.0 21.0 Mean: 15.75 20.33 Std. dev.: 3.89 4.54 * Loads reported in U. -2- I RAMTECM LABORATORIES, INC. American Cemwood Corp. Lab. No. 8033B-87 Conclusions The final test results obtained from the Permatekctm] Shake panels, when *tested in accordance with the -test method standard (50 cycles), demonstrate compliance with the acceptance criteria; "that the mean flexural strength shall be at least 90 percent of values obtained on the control samples." The Permatekltm] Shakes acquired a mean flexural strength of 129.1 percent, after aging, of their original unaged mean flexural strength. Close examination of the samples(utilizing 5X magnification), which had been restrained(nailed as in a normal field installation application) during the exposure period, disclosed no signs of product fatigue or cracking around the fastener locations; nor was there any cracking or fatigue observed in the field of the product. The Permatekltm] Shakes successfully complied with the above cited acceptance criteria for 50 -cycle wet/dry cycling exposure. Respectfully submitted, W ORATORIES, INC. acey, P. Laboratory Direct -3- RAMTECH `.L.ABORATORIE9, INC. 14104 ORANGE AVENUE. PARAMOUNT. CALIFORNIA 90723 • TELEPHONE (213) 833.4824 August 27, 1987 American Cemwood Corp. 595 Geary St. N P.O. Box C Albany, OR 97321 At�ention: Mr. B. Palmer Report Number: 4312 Laboratory Number: 8033A-87 Subject: Hot Water Soak Test Results (60 days at 138 degrees F.) Gentlemen: A hot water soak test has been conducted on your Permatekltm7 Shakes cellulose fiber and cement -base roofing panels. The tests were conducted in accordance with the procedures outlined in the following test method standards from production independently witnessed and sampled by a representative from Ramtech Laboratories, Inc., on 5 March 1987. 1. International Conference of Building Officials Evaluation Service, Inc.(ICBO/ES) Research Committee Acceptance Criteria for Special Roofing Systems (SRS). Outline, "Addendum to the ICBO/ES (SRS) Outline, Add a New Section III .F, Proposed -December 5, 1986" ( adopted June 1987), Section F.III.12, derived from; ENGINEERING • MATERIAL TESTING American Cemwood CorpAAMTECM LABORATORIES, INC. Lab. No. 8033A-87 2. Appendix D, Draft Australian Standard for Cellulose Cement Products - Corrugated Sheets for Roofing and Cladding. The dimensions of the specimens utilized in.this test series were 6" x 14", to create a free span'of 12 inches. The results of these hot water tests are presented in tabular form in Table 1. TABLE 1 Hot Water Bending Strength Test Results Sample Control* Exposed* Change* Change % 1 48.25 51.5 +3.25 +6.7 2 43.25 46.5 +3.25 +7.5 3 45.75 44.5 -1'.25 -2.7 4 39.75 50.25 +10.5 5' 47.25 51.75 +4.5 +9.5 Mean +9..5 * Loads reported in pounds. American Cemwood CorpRAmTECM LAB0RATORIP-81 INC. Lab. No. 8033A-87 Conclusions The Permatekltm3.Shake roofing panels, when tested in accordance with the modified test method standard, demonstrate compliance with the acceptance criteria; "that the mean flexural strength per unit width shall be at least 80 percent of values obtained from the control samples and that no visible cracks, structural alteration or delamination shall be apparent." In actuality, the strength of the aged specimens had a mean increase in strength of 9.5 percent or 109.5 percent of control mean strength. These test results indicate that the product y increases in strength over time as a result -of aging rather than decreasing in strength over time. ! Respectfully submitted, W CRATORIES, INC. Ronald A. Macey, P -.Laboratory Direct r -3- RAMTECH LABORATORIE"6, INC. 14104 ORANGE AVENUE. PARAMOUNT. CALIFORNIA 90723 • TELEPHONE (213) 833-4824 American Cemwood Corp. 595 Geary St. N. P.O. Box C Albany, CA 97321 Attention: Mr. B. Palmer September 2, 1987 Report Number: 4312 Laboratory Number: 8033E-87 Subject: 100 -Cycle Freeze -Thaw Test Results of Permatekltml Shakes Gentlemen: A durability test (100 -cycle freeze -thaw test) has been conducted on your Permatekltm) Shakes roofing product. The tests were conducted on six Permatekltm] Shakes sampled by a representative of Ramtech Laboratories, Inc., on 5 March 1987, from production observed on that date. The sampled shakes were transported to Ramtech Laboratories, Inc., for the freeze -thaw tests. The tests were conducted in accordance with the procedures outlined in.the following test method standards: 1. International Conference of Building Officials Evaluation Service, Inc.(ICBOEvServ,Inc.) Research Committee Acceptance Criteria for Special Roofing Systems (SRS) Outline (Part IV, Section I), as specified in Part III.F.8.; 2. Department of Housing and Urban Development (HUD) and Federal:,4Hou,s,ing. Admiclistration_.LEHA)...Bulletin 17e; and 3. American Society for Testing and Materials (ASTM) Test Method C-67. ENGINEERING 9 MATERIAL TESTING American Cemwood Corp.AAMTHCH LAnORATOAIN% IIVC. Lab. No. 8033E-87 The results of these freeze -thaw tests are detailed in tabular form in Table 1 below. TABLE 1 Freeze -Thaw Test Results (100 -cycle) Dry Weight Dry Weight Sam le Prior t After 100 W ht W ht p Number o Test Cycle Test sig Change sig Change (grams) (grams) (grams) % Remarks 1 1464 1461 -3 -0.2 No observable defects 2 1531 1527 -4 -0.26 No observable defects .3 1510 1506 -4 -0.26 No observable defects 4 1512 1509 -3 -0.2 No observable defects 5 1761 1754 -7 -0.39 No observable defects 6 1821 1819 -2 -0.i1 No observable defects Mean: -0.24 s.d.: 0.09 -2- American Cemwood Corp. RAMT!'CN LABOAATOR16% INC. Lab. No. 8033E-87 Conclusions The Permatekltm] Shakes roofing material successfully meet the specified' conditions of ,-.-acceptance .as specified in the acceptance criteria; "that there be no breakage, or appearance to have lost more than one and one half percent (1-1/2%) of thier original weight as judged by weight and visual - inspection. " isual inspection." Respectfully submitted, RAMTECH LABORATORIES, INC. ona d A. Macey, Laboratory Dire r -3- 1 i. RAMTECN LABORATORIES. INC. Wind Uplift The ability of the Permatek Shake Roof System to resist the negative pressures. induced by high velocity wind was simulated by applying a nearly uniform load to the underside of a test deck and measuring the displacement of the shakes relative to the structural' members that represented the rafters of a roof. The shakes were nailed to 2 x 2 battens which allowed approximately 80% open space to which the load could be applied. The equivalent wind velocity was calculated from an emperical conversion factor widely used in the Industry. (V2 = Load : 0.00254; where V is in mph, and load is in psf). This test was run using 6-d roofing nails as fasteners, and in two configura- tions: Two nails per shake, and three nails per shake. The load -deflection data is presented below in Tabular form. Load V. Deformation *1 Equivalent wind velocity 112 mph at 0.125 in displacement. *2 Ultimate load for 2 -nail configuration - 164 mph. *3 Ultimate load for 3 -nail configuration - 172 mph. -6- LOAD - PSF Deformation, In =-a i3 -Nair Remarks 0.000 1.56 1.56 Preload 0.013 5.72 7.5 0.025 11.44 8.8 0.038 15.10 16.4 0.050 17.2 20.3 0.063 21A 24.4 0.075 25.0 26.5 0.088 28.0 28.6 0.113 31.2 30.9 0.125 32.2*1 32.2*1 0.008 0.60 1.60 Rebound 0.250 43.68 .40.6 0.500 62.4 55.1 0.750 68.1 62.9 1.0 68.6*2 67.6 1.25 67.6 1.5 70.2 1.75 72.3 2.0 75.9*3 Ultimate Load *1 Equivalent wind velocity 112 mph at 0.125 in displacement. *2 Ultimate load for 2 -nail configuration - 164 mph. *3 Ultimate load for 3 -nail configuration - 172 mph. -6- Lab. No. 7117B-85 Impact Resistance RAMTECM LABORATORIES. INC. This test is not often specified where catastrophic hail is not expected, but it does offer some insight into an interesting characteristic of the product. The test was conducted on a simulated roof section 4 ft wide by four tile courses in length. A 2 lb, (2 in diameter) steel ball was dropped on the areas of the the considered the weakest and strongest points. The ball was initially dropped from a height of one foot and this height progressively increased. Observations were made for damage to the top surface of the tile as well as the. underside. Comparative tests were run on concrete flat tile as well. Tile substrate: 1 x 6 spaced sheathing. Test Results Center of tile between 1 x 6's Between 1 x 6's at side lap joint Butt End Permatek Shake No damage No damage Hair line cracks on both surfaces. No damage No damage No damage No damage* Hair line cracks No damage No damage No damage No damage No damage* Hair line cracks * Point of impact visible. -4- Drop 1 ft 2 ft 8 ft 1 ft 2 ft 2 ft 8 ft 10 ft 1 ft 2' ft 3 ft 3 ft 10 ft 10 ft Concrete Tile No damage Severe cracks No damage Hair line cracks on the underside Shattered No damage No damage Hair line cracks Shattered American Cemwood The wood-fiber cement people" _ RICH BRYANT 50,3/928-6397 ; ° 916/321-8188 (pager) :800/367;3471 916/989; 0238` (office) ;. P.O BOX C ALBANY,OREGON:9732A "Manufacturers of Cemwood Shake, n' Permatek" `