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HomeMy WebLinkAbout047-030-020r > 47-03-20 c BILL GRIFFITH NIS Cana West, app 2 mi. W of railrd tracks, Chico CVntr: Weathers Heating, Chico Permit 1#7234-78M (inst , eat pump) SF 47-03-20 Cont V, Tri County Electric, zrha[ Permit#40-79E (e�e ser ch F:. ele foi heat pump) SF ' R 047-030-020 02-0916 SCHOOLING, JOHN est MAURE 7480 CANA HWY., CHICO INALED NEW SINGLE FAMILY, (3BR) W/ATTACHED GARAGE -77 t _ oo MUSSER, V.E. 3114B '+ " f . 2500P - 2550P �� 47-03-20 v Lot-�; on west Cana Rd. .5 mi. wes of 99E Chic CONT i�; H.O. Parker, 1032 Norm 1 Ave., Chico (newt single f '1y) 047-030-020 PERMIT#97-29AG STOFFEL, David & Debra 7480 Cana Hwy, Chico Ag Ex Perm! t-StQ Tractor & Equip .A ` ! -At COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: PATTI STEMPLE ADDRESS: 14751 WHITE DEER LN CITY & STATE: CHICO, CA 95973 DATE OF CLAIM: 4/30/96 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERV/CES IMPORTANT.• SEE INSTRUCTIONS ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT I' A.P.# 047-030-038 B.P.#96-0721 RECEIPT #195050 DATED OWNER: RICK & PATTI STEMPLE TOTAL AMOUNT RETAINED.................0.00 i ,I I i I AMOUNT TO BE REFUNDED TOT^L I $66 I.00 j 1, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. _ Iated this day of 19 at Calif. I Signature of C aimant i 1, the undersigned, hereby certify that, to the best of my knowledge, the services or arti �s_specifie that there is a Budget Appropriation I I or Specific Board Approval I I (Check one) for h e. 12 Dated this 30TH day of APRIL 19 %,t OROVILLE Calif. Dept. Code 440-002 Exp. Code 4210509 PAYABLE FROM DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY en performed or delivered and nt Head or Authorized Deputy FUND GROSS AMT. DEPT. & SUB. PROJ. SUB. OBJ. J CLAIM NO. I INV. NO. I INV. DATE I ENCUMB. I FOR BUILDING DIVISION USE: I Receipt Information: Number: - Date: Issued To: Amount: $ Fees Retained: Processing Fee: Bldg Filing Fee Plbg Filing Fee Elec Filing Fee Mech Filing Fee Energy P/C Fee $ Plan Check Fee $ Inspection Fee $ 3p �ip Total Amount Retained $ TOTAL REFUND DUE $ G 0 ,REFUND CLAIM APPLICATION CLAIMANT'S NAME MAILING ADDRESS ASSESSOR PARCEL # _(���%- c`��(�— PERMIT # nJi� _07�31/ RECEIPT NUMBER(S) Request a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Check those categories which you wish to have refunded.) [X] Building Permit Fees [ ] Sheriff Fees [ �] SRA Fee (CDF Fire Planning) [ ] Urban Area Fees Disposition of Dlans: [ ] Plans returned to me at counter. [ ] Please mail plans to me at above address. [ ] Please dispose of plans. SIGNATURE DATE (JA 3 NOTES af7- 00<" ' RESIDENTIAL 047-030-020 02-0916 V PERMIT N0.: SCHOOLING, JOHN & MAUREEN 39'0 CANA HWY., CHICO CONTR: OWNER NSF3� 2 BA W/ATTA. GARAGE (I.Qt,d I camHV - ){ i OFFICE COPY t Address - f - GAS Meter By �—Date ELECTRIC Meter By Date L L/ / i' OB'FINALED ate y Signatur V= OK 0 = Not OK = Not Applicable = Not Ready Date (Plans) OK RESIDENTIAL (Single & Duplex) T l #'s I Date ) FRAMING (Continued) 2.LKg., ; Soils-Elec. Grid. -/ tg. Depth V6, Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4.F ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 2 66!" Hold Downs and Special Anchors 2 7. Slab, Steel -Wrapped Y. 8. Piers -Fireplace Ftg.-Steel 9. D. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 31 32. 12. Electric Underground 3 13. Plenums & Ducts; Clearance -Material -Support -Ins. 34: 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Date L` 4 Card 13-1 Date Card B-1 16. Insulation Card B-1 Date Card B-1 Date Date y1. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s . d nsate Drain & Overflow, Size & Grade ater Htr.; Vent -Access -Combustion Air Baffle ace -Vent Access -Comb. Air -Return Air Vent 115 outlet 1 ater Pipe; Test & Anchor -Nail Protection 11. D.W.V.; Test Fittings & Anchor -Nail Protection ttic Access & Platform if Furnace in Attic 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access r 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date LECTRICAL (Permit) OK except #'s . F" ure & Transformer Clearance -Ins. Protection ,2 F4c. Receptacles Spacing -Lights & Switches at Doors 2 Siz Boxes & No. of Conductors Stapled 2 omex Installed Close to Edge of Studs & C.J. Y. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 pliance Circuits in Kitchen & Conductor Size GFI ubfeed Wire Size/ / g Cu or M ire Size r Al ga or AI -Oven Circ. / ga Cu or AI%7 Range * Circle / Ins/ated Neutral Ries O No 31 32. a ice -Riser Conductors & Ground Main Disconnect uip. Clearances Panels-Motors-Mech. Equip. 3 I hes Closet Light -Shower Light -Spa Light 34: moke Detector Date L` 4 Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Mr7CHANICAL (Permit) OK except #'s 35. V. Ducts Insulation & Support 36 nt Fan, Exhaust above insulation 3 . d nsate Drain & Overflow, Size & Grade 3 ace -Vent Access -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4 . is Proper Materials & Anchors 49 Its Studs -Nailing Spacing & Braces -Plates -Sound 4 . aring Walls over Girders & Floor Nailing 43 aft Stop in Walls (rat proof) 4 ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 25 Headers & Beams -Size & Bearing OV,Cling. Joist-Rftr. Ties- Purlin-Roll Braq. hting.-Ring. replace Ties or Type A Flue -Fireplace Throat Clearance WA)tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions -51. Garage Fire Protection Framing Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits —S-STairs; Width -Headroom -Rise -Run -Landing -Fire Protection 95f Plywood opXbof Overhang -Attic Vents -Rafter Outriggers c AA_ p 56. Sidi ailing Veneer ,ztucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Wall Panels 62. Infiltration -Walls -Windows 1Date G7edtd B-1 Date Card B-1 '.Date Card B-1 Date Card B-1 Date , FINAL (Plans) OK except #'s . E Steps -Door & Sidelight Protection -Landings 041"Smoke Detector t 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection &.00G.:I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 69 S rs & Rails Fireplace or Stove, Clearance -Hearth 1. Elec. utlets at Wood Panel, Int. & Ext. 7 F' . & Appliance; Ground -Air Gap -Cooking Clearance ! I . utlets & Receptacles at Kit. Counter G:!--'G-age Fire Door; Swing -Landing -Closure A.C. f in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connect - in Gara e; Above Floor-Mech. Protection , Elec. & Mech. Equip. Listed for Location 78 Elec._Rvceptacles in Garage (F.F.I.)-Romex Protection s tion- Foam -Looked in Attic `ua_rd4ails & Deck Construction -Post -Caps dn. VBents & Crawl Hole Door Drainage & W d -Earth Clearance Looked under F or ,42. Following Instld./Drive s G No/Walk U No/Planters 0 Yes J No fiSy nt Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er Well, Disconnect, Electrical, Plumbing xt rElec. Trim, G.F.I. Receptacle -Underground 8 ilation Throughout House Glass Protection 90. C riections from Previous Inspections 1. aTest-Meters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval Eryigy Compliance Certificate -Other Certificates &4,4ddress Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date v Card B-1 Date Card B-1 Com ents at Final: ./= OK 7. 0 = Not OK - = Not Applicable MOBILE HOMES * = Not Ready 8. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. KI MISCELLANEOUS Date DECKS, COVERS, CARPORTS_ GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. r Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line FINAL (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cent. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 11. Cert. of Occupancy Health Department Approval 12. Permanent Foundation Only; License Decal Plumb.; Cir. Test -Water Supply Test 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date KI MISCELLANEOUS Date DECKS, COVERS, CARPORTS_ GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 :.,.,. ....... COUNTY OFBUTTE .r.:>,,,, f :. BUILDING DIVISION - - { DEPARTMENT OF DEVELOPMENT SERVICES ' 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive • Oroville, CA - (530) 538-7541 Mi ft7tl 716.A/ A6 CORRECTION NOTICE 5� 71PAO��ti OP- 09/1/, J OWNER PERMIT NO. i A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact_ this office immediately.,' f 1(/ 7/ - i i> C i Date �. 3 Inspectors REV 10/92 - { Mi ft7tl 716.A/ A6 i. /W L f ! Date �. 3 Inspectors REV 10/92 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. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i Date G !/ ns�ector r REV 10192 F* �•i 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. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please con t this office immediately. a �7c ra , �•SJ Date- r,Z-69 Inspector :: REV 10/92 .. � -_ ... f .. .. ...s....... .... .1•- .. .. Safi- -"' �-T -tea-.-rs.--.,..--i -Tr,., �.......rv,�,�,a_ ..-y COUNTY OF BUTTE I/ z' 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 .'C ffGv� ��G oa o 9 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 4V1y1ra1#1V 1 171V�16W 4/01�"/O/�� Date7- - (23' Inspector REV 10/92 COUNTY OF BUTTE :. • • .BUILDING DIVISION • . • • • • , • : r DEPARTMENT OF -DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 t 7 County Center Drive • Oroville, CA • (530) 538-7541 R �.. `F CORRECTION NOTICE OWNER PERMIT NO. �Y. A routine inspection indicates that the following violations of butte county Ordinances exist at the :.: above address and should be corrected. Please notice this office when correction of work is completed. .;. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/9,6) APPLICATION AND PERMIT 02-0916 ASSESSO41c030 020 ZONING A40 BUILDINGPERMIT OWNER Schooling. John and Maureen TELEPHONE 345-6968 Sq, Fr, OCC. BUILDING VALUATION 2180 R 117 20.00 . OWNEAS MAILING ADDRESS 7480 Cana Hwy,Chico CA 95973 work -538-2155 660 U 11 880.00 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ Qq q-70 J ARCHITECT OR ENGINEER LICENSE NO. 7 - ­-$- Filing Fee - 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 7480 Cana H-v7v Chic CA Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 7.00 USEOFSTRUCTURE SF M Duplex ❑ Mobilehome ❑ Other SPECIFY_ Solar or heat pump water heater 23.00 . Water piping 15.00 5.00 Each as water heater or vent 15.001 5 TYPE OF WORK New Y1 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 3 3DRM 2 1/2 ba W/ att garage Gas piping stem 1 - 5 outlets -on 15.00 nr) Building sewer 15.00 n . Mobile Home I S I G I W 920.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Fling Fee 20.00 600VMain Service 2o.A OR LESS 23.00 93-00 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.PSING License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not. employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /-/6 Xf� Date / Signa a of -Applicant - ❑ Ow ❑Contractor ❑ Agen An OSHA permit is required for e4tAvittions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To 100-OAIJ 46. 00 1 Wf.200A NEW CONST. DWEWNG OCCUP. SO -� so OR ADDNS. ( a ACC. BLOS. 3.50FT. 76.30 plpµga,pT. MULTI -OUTLET g7.50 OWELE OUTLET CIRR APPARATUS 8 . zu @ 1.00 Ex. Occup. OUTLET OR FIXTURES SAL @ .50 FDCPPLNS. EX. Occup.ourLETs ED ARESID. OR E0. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $119.30 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE I $ 56.50 Mobile Home Installation Fee I $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOT AL FEE $ 68 .88 E2t IMP ✓✓ FLOO CO P PD H E 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. ?ate J Da e ReceiptNo. 353245/$1684.44// 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) 538-7541 SCHEDULE OF FEES DUE OWNER. `� PROPOSED BUILDING USE -w 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ / --Revised Plan Checking Fee ................................. $ ✓ 2. SCHOOL DISTRICT FEES 0 A �—o (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES C-1,� `l CQ 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 1, 1 —7 —0 a--'eD DATE C9' RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. J Z APPLICANT r DATE L �-- Pursuant to Government Code Section 66020, you areere y notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the dat f approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 4 I COUNTY��OF+BUTTE-DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION +` A. 7 t�:ounty'Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET —� f OWNER: `\ t ASSESSOR PARCEL NUMBER Proposed Building Use: N� Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR ma ed NA in order to,apply. . Plot plans, 3 or 4 �ets, signed by the preparer of the plans. 2. Complete plans, 3 or. 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! l 5 Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in dtiblicate. �l 7., Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by t e en i eer. Items required for initial plan review. If checked items have not been received lan r few cannot `rase EI -Ire crniwill be rnd xed and returned to.the plan review line-up when required items are received. Date Received Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs ..................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazar 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ........................... t Sanitation and plot plan approval from the Environmental Health Department in, City of Chico Plumbing permit: ..........................................................._. California Department of Forestry plan approval ❑ paid. Sent by: ...................... Planning approval for (A) Use: O 1C. (B)Parking: (C) Parcel Check: DQ_ Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). P.re-Inspection for required ................ Contractor's license information. (Number, Name Style, Classification) ...................... Worker's Compensation Carrier and Policy Number..............:............�....... -... Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ................:. Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... Manufactured home utility clearance............................................................... Existing violations and/or expired permits......................................................... ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued' hold,for pickup. I have been informed of the above items andrequirementsfor obtaining a building%permit. Applicant: chi, Date: 1. Index permit application for the above items numbered: GOGn 4 iCz, Plan Check Letter t 2. Idditional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ cou „ by ' Date: Plans reviewed by: Date: Plans approved by: Date: . Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division E.H. USE GAILY Plot Pian Attach a Floor Pian Attacl: -51 Sant to 8.0. TO: Building Department FROM: Environmental Health f' SUBJECT: Sanitation Clearance Sz, 1j,201 ,V, 7// Sb Ce-rzg Aiwy �J` 7- 036 - 6 z a Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for— dwelling. 1OtherO 3�L2� '40 /o >�e cor�ne a e,-, sf� 580A� Svs7��-✓� ,' e>SiST.h �: /�oyl%2 70 dc�iylld/i h Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist ;� Date 8/96 School District A.P. Number Property Owner Property Location/Ac BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. (4 J6 iction: City County (Co Subdivision (Zip • ode) Lot No. Residential Development F . �, ..................................................................................................................: Sq. Footage O� 18 O No of Living Units Mobile Home Installation Addition/ `Supplemental to r (Groupk) Conversion Permit # `(No foundation inspection): Commercial/Industrial Sq. Footage /O New Addition (Including Exterior Roofed Areas) Bui i D�e_ ertme teprese a iue Me (Floor Plans reviewed by School District Personnel) " District Identification No. v % School District certifies that 4 c (Applicant) (Street Address) (Phone Number) (City) has complied with the requirements of Resolution No. representing square feet. (State) (Zip • ode) by payment of $ . �, School District Representative Paid by Check # Remarks: AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the Califomia'Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department),- Pink (school district) feeform.xls (10/98)dmm OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES-< NO E3 2. I HAVE Cy HAVE NOT 13 signed an application for a building permit for the proposed worh. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. 1 plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAINEE: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOVVNER: SOCIAL SECURITY NUMBER: DATE: 2®� 2 - NOTE: This Owner -Builder Verification is required by Section 198.31 and 198.33 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFOPUNIATIOY Dear Property Owner: An applicarion for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family. and the work (including materials and other costs) is S300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not tarty out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information aboutyour obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I4MgP-e!rC,�BuVii1diiZg ly, C.B.O. Inspection NOTE: Tit is 0 w n er- B u ilder Information is required by Section 19810 of the Californla Health and Safety Code- OVER oda OVER ° CertainTeedlnt- InsulSafe 4 � Builders Statement Fiber Glass Blowing Insulation i Homeowner Name / Jobsite Name `N 2 O Ca r,� co Home Address Installer/Contractor (sign) Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. fL of installed insulation should not be less than: Obs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 . " 15.5 65 0.418 101/2 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 '• 13 7.7 129 0.209 51h 11 6.6 151 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO.TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4 (✓) BAGS USED BATTS/ROLLS (✓) CEILINGS S t�- i t' WALLS — • FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO.TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 ■ Manufacturer Insulation Fact Sheet Certainib'WCK This is CertainTeed Corporation- I nsu Sae 4 'Fib er`Gla"ss'Blowing Insbiation�� .... a . t l � «.. . . . ' J . "..i.. � Y :R..�- •.+.�.- t .._ w�.a...,-. . •n .. rr . r Y �-•'L -.A.. :7•tsC.:rr :_ ;x-..r'ti��. �. is•Cs CertainTeed Corporation Valley Forge, PA 19482 - THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: t R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM MINIMUM WEIGHT- SQ. FT. PER BAG POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag --'-••- Weight per sq:'ft, of • . should not cover installed insulation should more than: (sq. h.) not be less than: (lbs.) _--"=5houWndl bei less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38 0.712 163/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 10'/2 _ 22 13.1 76 - 0.353 •--• - - _ _ 9... -_ - 19 - -- 11:11 _ •90 0.301. _.�e_....._-- - 73/4_ - ---: - 13 - - - - - - 7:7.129._V ....._ _. 0.209 5'h +Y 11 6.6 151 '-: 10.179_._ _ �4,_„„ ` - R-values—are determined in accordance with ASTM C 687 and C~518. Complies with ASTM C 764 as Type 1 -insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. h. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 29 35.8 28 0.967 71/4 ____22 - - - --27.2 37. _�` _ . " "'—_0.733 - _ .,� ... --51/2 16 19.8 51 0.533 4 15 17.9 56 0.484 3s/e 14 17.3 58 0.467 31/2 READ THIS BEFORE YOU BUY What you should know.about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also; your.fuel savings from,insulation will depend upon the -climate„ tha-type _and,size of:your.house;_the,amount:of insulation.alread.y in your house, and.your'fuel.use patterns and family size. If you buy too much insulation;:it will cost you"more than what•you'II save on . fuel.. .To get the marked R -Value, it is essential that this insulation be installed properly. • '6 STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Governor THE RECLAMATION BOARD 1416 Ninth Street, Room 1148 Sacramento, CA 95814-5509 (916) 653-5434 FAX: (916) 653-9745 Permits: (916) 653-5726 FAX: (916) 653-5805 Scott Rutherford, Supervisor Building Division Butte County #7 County Center Drive Oroville, California 95965 Dear Mr: Rutherford: March 25, 1997 MAR 2 61991 BUTTE COUNTY BUILDING DIVISION In accordance with the Memorandum of Understanding between the County of Butte and the Reclamation Board, we have reviewed the building permit application for a structure submitted by Debra and David Stoffel, 7480 Cana Highway, Chico, California. The -Reclamation Board has no objection to the proposed project as long as the finished floor elevation of the structure is elevated at least 2 feet above the design flood plain elevation. If you have any questions, please call Ricardo Pineda, Chief Engineer for the Board, at (916) 653-5440.. Sincerely Raymond E. Barsch General Manager BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-754' AGRICULTURAL BUILDING EXEMPTION PERMIT / PF RMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shalt,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 NO. Y4 ` O _ ZONING _ y OWNER 1puto e, E STv L, PHONE NO. q t Le 459 - 0-6 OWNER'S ADDRESS 4 066 CaCu k cc)C.kq Ct 5q LOCATION OF BUILDING O CPtC_4 LA CA C5 . USE OF BUILDING � O 5-i' M W+ ZIA P A � GZ - SIZE OF STRUCTURE y 0 ' X®. _ �S1 �� SQ. FT. TYPE OF CONSTRUCTION: 05 WOOD FRAME ` STEEL X CONCRETE OTHER (Specify)re- F�C-I TYPE OF SIDING ROOF COVERING FLOOR TYPE M ET fA 1___ ESTIMATED COST OF CONSTRUCTION $ ag, WD AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:n r _ ^ 55 4!5 A444t' FRONT SIDES REAR /A'`A- 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. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date zk\4ltz� Permit Fee - $60.00 Receipt No. ® l Signature of Owner pdkm I&M=Q VV The above described A--Baild� a,c mn tom a building permit. FOOOD N1 PAR l- P.D. ROOF U Manager Building Divis ByDate White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant COUNTY OF BUTTE - DEPA.RTi1ENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 DAVID &:DEBRA STOFFEL 7480 CANA HWY CHICO, CA 95973 RE: AG EXEMPT PERMIT#97-29AG DATE: MARCH 24, 1997 A.P. # 047-030-020 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans.. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. —F.E:M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy) Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: YOUR PROPERTY LIES IN THE SACRAMENTO RIVER SPECIAL ANY T , WE MUST NOTIFY THE RECLAMATION BOARD, Should you have any questions concerning the above, please contact SCOTT RUTHERFORD of this office.Yofi/ ,s very ty, Wic el C. Vi.eira, C.B.O. MCV:ahb Man ger, uilding Inspection UigLFED DHY DELTH PROG. ID:916 653-5699 MAR 24'97 17:19 No.002 P.02 To: Scott Rutherford Supervisor Building Inspection Building Division #7 County Center Drive oroville, Calif. 95965 From: Raymond Barech General Manager The Reclamation Board `March 24, 1997 In accordance with the memorandum of understanding between the County of Butte and the Reclamation Board we have reviewed the building permit application for a structure submitted by Debra and David Stoffel, 7480 Cana Highway, Chico, California. The Reclamation Board has no objection to the proposed project as long as the finished floor elevation of the structure is elevated at least two feet above the design floodplain elevation. If you have any questions, please contact Ricardo Pineda, Chief Engineer for the Board at (916) 653-5440. C-�ALFED BAY DELTA PROG. ID:916-653-5699 MAR 24'97 17:19 No.002 P.0 -1 - State of California The Resources Agency THE RECLAMATION BOARD 1416 Ninth Strwt, Room 1148 SacsaYn mo, Qali mia 95814 FAX COVER SHEET DATE NUMBER OF PAGES, INCLUDING FAX COVER SHEAT FAX TRANSMI'I�7''ED v I e�j Fop -o NAME OFFICE LOCATION (Room, bullding, eta) CITY FAX TELEPWONE NUM OFFICE TIFLEPHONE NUMBER FAX FROM: 1 Reclamation Board NAME OFFICE Public; .916 653-9745. C Public: (916) 653-5434 • CALNET 453-5434 FAX 7ELEPHONE NUMBER OFFICE TELEPHONE NUMBER ; are] kTj I i:A'Ll Sender - check a applioabia: Odginal latter to follow: j—I Yes �_� No K you do not receive all pegee or have any problems with receiving thie fou, please 0041 C 0 V E R FAX r S H E E T To: Raymond E. Barsch Fax #: . (916) 653-9745 Subject: . Building Permit in Sacramento River Special Zone II Date: March 20, 1997 Pages: 5, including this cover sheet. COMMENTS: From the desk of... Scott Rutherford Supervisor, Building Inspection Building Division # 7 County Center Drive Oroville, California 95965 Phone(916)538-7541 Fax(916)538-2140 1 mite 0 z BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 TELEPHONE: (9161538-7541 FAX: (916) 538-2140 I Raymond E. Barsch The Reclamation Board 1416 Ninth Street, Room 1148 Sacramento, CA 95814-5509 March 20, 1997 Re: Building Permit Application in A.P. # 047-030-020 Special Building Permit Zone H . David and Debra Stoffel 7480 Cana Highway Chico, CA Dear Mr. Barsch, We have received the attached building permit application for a 1600 square foot agricultural building which will be located at 7480 Cana Highway, in Chico. Per the Memorandum of Agreement between the County of Butte and The Reclamation Board concerning the management of those areas lying within the boundaries of Sacramento River Zone No. II, as shown on that certain map entitled "Floodway Limits For Flood Plain Regulations," dated March 1, 1960 as prepared by the U.S. Army Corps of Engineers, and on file with the Clerk, County of Butte, I am forwarding a copy of the building permit application, both by facsimile and first class mail. Please send us your comments per the Memorandum of Agreement. Your prompt attention to this matter would be appreciated. Should you have any questions concerning this matter, please contact Michael Vieira or Scott Rutherford of this office at the address or phone number listed above. Sincerely, Scott Rutherford Supervisor, Building Inspection . n.y, `.`- i•rP• �, "'• .'''•�%.�. - '� .,�.Ab. � �,r, tb+. r_�t.r�'.. al. 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W s 7 Lu e 9 -If # HY-030-02�� 31 35 /4 5 I • 13 1320 �mI k. 9 Pg. 42 .. w n ^1 w M— lei 0 //915.9 (ROAD) /0 /075.3 522.72 I I I r ib im I 504.24,' 44 2072.4 �ENNEJ b N H O b O 53 ------------ 8 51. 28 AC. /399.2 762.9 (WEST) 2/17.1 41.32 Ac 710 963 Ac. k a h ? % ` � b N o o to O 41.32 AV o 3/. 64 Ac. � 36./ Ac. /646.04 G �► Ac 47.59 3/. 64 A C. /625.3e 3//.S /17.2e 24 /9 h 25 30 k. 9 Pg. 42 .. w n ^1 w M— lei 0 //915.9 (ROAD) /0 /075.3 522.72 I I I r ib im I 504.24,' 44 2072.4 �ENNEJ b N H O b O 53 ------------ 8 51. 28 AC. /399.2 O.M.B. NO. 3067-0077 ELEVATION CERTIFICATE E.VirmMay 31, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM TENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form Is used only to 3vide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to termine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE WILDING OWNER'S NAME DAVE STOPPHEL iTAEET ACORESS (Including Apt .Unit. Suite and/or Bldd. Number) OR P.O. ROUTE AND BOX NUMBER 7480 CANA HMHWAY ]THER DESCRIPTION (Lot and Block Numbers. ate.) POLICY NUMBER COMPANY NAIC NUL48ER CHICO STP 95973 MTY STATE ZIP CODE SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Irovide the following from the proper FIRM (See Instructions): i I. CCMMUNITY NUMBERI 2 PANEL NUMBEI I 3. SUFFIX I 4. DATE OF FIRM INDEX I S. FIRM ZONE I 61 (in SAS O ZOO ELEVonm use ATION 060017 1 0100 1 B 1 9/29/97 1 A, 1 165.00 t. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): lX NGVD'29 i I Other (describe on back) B. For Zones A or V. where no SFE is provided on the FIRM, and the community has established a SFE for this building site, indicate the community's BFE: . I i6M.J.tJ feet NGVD (or other FIRM datum -see Section 8, Item 7), SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best . descnbes the subject building's reference level 5 2(a). FIRMS Zone6s�AtOA30. AE. AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of I`1_1ZI� . _ feet NGVD (or other FIRM datum -see Section B, Item 7). (b). FIRM Zones V1 -V30.. VE, and V (with. BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation of I J.L feet NGVD (or other FIRM datum -see Section B. ItIom 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is L -L .I_l feet above _ or below ❑ (check one) the highest grade adjacent to the building. (d). FIRM Zone A0. The floor used as the reference level from the selected diagram is feet above G or below ❑ (check one) the highest grade adjacent to the building. It no flood depth number is available, is the building's lowest floor (reference Ievel) elevated in accordance with the community's floodplain management ordinance? C] Yes No 7_1Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: ❑ NGVO '29 ❑ Other (describe under Comments on Page 2). (NOTE If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section S. Item 77, chert convert' the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page Z) - - 4. Elevation reference mark used appears on FIRM: ❑ Yes OgNo (See Instructions on Page 4) 5. The reference level elevation is based on: ❑ actual construction ❑construction drawings (NOTE Use of construction drawings is only valid if the building does not yet have, the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post-consuuctian Elevation Certificate will be required once construcdon is complete.) . 6. The elevation of the Icwest grade immediately adjacent to the building is: •1 U .feet NGVD (or other FIRM datum -see Section 8, Item 7).. SECTION 0 COMMUNITY INFORMATION 1. if the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the lowest floor as defined in the community's floodplain management ordinance, the elevation of the building's "lowest floor as defined by the ordinance is: i i I ❑J .I -J feet NGVD (or other FIRM datum -see Se;:don B, Item 7). 2. Date of the start of construction or substantial Improvement FEMA Form 81.31, MAY 93 �t5PU10ES ALL PREVIOUS EDITIONS SFE REVERSE SIDE FOR CONnNUATICN SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones At—A30, AE, AH, A (with BFE),Vt V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management Information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features4f the certifier is unable to certify to breakaway/non-breakaway wall, enclosiue size. location of servicing equipment area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number'. Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. G.W.BACHMAN RCE 16803 CERnAERS NAME LICENSE NUMBER (or Atex Sean Professional Engineer Bachman ;& Associates TITLE COMPANY NAME 3012.'Esplanade Chico 1 CA. 95973 AOORESS CITY STATE ZIP 3,(30/97 (916) 342-4136 SIGNATURE �- DATE PHONE Copies should be made of this Certificate for. 1) community offtciai, 2) Insurance FgUirdtfgLowner. ON wrw on R1LES, MAS BA eS�M PIEMonCClu1WS A V A A V -DORIES ZONES ZONES ZONES ZONES . 11EiEi1BICE SAM Lam ptcw ' F491PIDCI LEVEL _ . iliVAilp1 . j�.;. ` •AOMGOIi N9E ?{: • ~ RERPENCa /1000 1{pOD �•• , MAIN UIWL ELRVAncm ELP/ATIO1 IMIEiIiMG! ApY1C8fr ' . LQY6 01MOE . ' Y4 S' Y�'. • fix.,•• �• WNW The diagrams above illustrate the points at which the elevations should be measured In A Zones and V Zones. Elevations for alt A Zones should be measured at the top`of the refererice level floor. . Elevations for al V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Schooling Residence Date..03/18/02 18:52:14 Project Address 7480 Can;:, Hw ******* Chico *v6.01* Documentation Author... Marty Runnells Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 FielcT Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -02113S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2180 SF Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2180 sf Single Family Detached New Front Facing 180 deg (S) 1 1 Raised Floor 16.5 % of floor area 0.53 Btu/hr-sf-F 0.66 9.3 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT, LEFT hang/ Orientation (sf) Factor SHGC Shading BACK, RIGHT Fins Window Front (S) 27.0 0.520 0.650 KNEE WALL Standard None Window Front (S) 4.5 0.510 GARAGE WALL Door n/a R-0 R-n/a R-0 (S) 0.330 ENTRY, GARAGE Roof n/a R-38- R-n/a R-38 Front 0.025 TO ATTIC, VAULT Floor n/a R-19 R-n/a R-19 Window 0.037 RAISED FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 27.0 0.520 0.650 Standard Standard None Window Front (S) 4.5 0.510 0.670 Standard Standard Yes Door Front (S) 10.0 0.550 0.650 Standard Standard Yes Window Front (S) 4.5 0.510 0.670 Standard Standard Yes Window Front (S) 6.3 0.510 0.670 Standard Standard Yes Window Front (S) 27.0 0.520 0.650 Standard Standard None Window Left (W) 16.5 0.520 0.650 Standard Standard None Window Back (N) 8.8 0.520 0.650 Standard Standard None Window Back (N) 16.5 0.510 0.670 Standard Standard Yes Window Back (N) 45.0 0.510 0.670 Standard Standard Yes Window Back (N) 16.5 0.510 0.670 Standard Standard Yes Window Back (N) 55.0 0.550 0.650 Standard Standard Yes Window Back (N) 55.0 0.550 0.650 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Schooling Residence Date..03/18/02 18:52:14 MICROPAS6 v6.01 File -021135 Wth-CTZ11S92 Program -FORM CF -1R User##-MP1333 User -Energy Calculation Servic Run -2180 SF Res.- Submittal Orientation FENESTRATION Area U- Interior Exterior (sf) Factor SHGC Shading Shading Window Back (N) 8.8 0.520 Window Right (E) 12.0 0.520 Window Right (E) 12.0 0.520 Window Right (E) 22.5 0.510 Window Right (E) 4.5 0.520 Window Right (E) 7.0 0.520 Equipment Type Gas ACSplit Tank Type Storage 0.650 Standard 0.650 Standard 0.650 Standard 0.670 Standard 0.650 Standard 0.650 Standard HVAC SYSTEMS Refrigerant Minimum Charge and Duct Efficiency Airflow Location 0.800 AFUE n/a Attic 12.00 SEER No Attic Standard Standard Standard Standard Standard Standard Over- hang/ Fins None None None None None None Tested ACOA Duct Duct Manual Thermostat R -value Leakage D Type R-4.2 No No Setback R-4.2 No No Setback WATER HEATING SYSTEMS Heater Type Distribution Type Gas Standard REMARKS Number Tank External in Energy Size Insulation System Factor (gal) R -value 1 .60 50 R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Schooling Residence Date..03/18/02 18:52:14 MICROPAS6 v6.01 File -021135 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2180 SF Res.- Submittal COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to. implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Name.... Marty Runnells Company. Company. Energy Calculation Services Address. Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... Phone... 530-894-8466 License. -/ Signed.. ate Signed..'(date) ENFORCEMENT ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title...,...... The Schooling Residence Date..03/18/02 18:52:14 Project Address........ 7480 Cana Hwy ******* Chico *v6.01* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E PlanCheck/ Date Chico, CA 95926 530-894-8466 Field Check[ Date Climate Zone........ 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enernmmp Tnn MICROPAS6 v6.01 File -021135 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2180 SF Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- k150(a): Minimum R-19 ceiling insulation. er ment 150(b): Loose fill insulation manufacturer's labeled R -Value. 11150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). 1150 (d) : Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater _ than 0.30, water vapor transmission rate no greater than 2.0 perm/inch, 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. j 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked grid, sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with NZA Sec. 151 meets Commission 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. �� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Schooling Residence Date..03/18/02 18:52:14 MICROPAS6 v6.01 File -02113S Wth-CTZ11S92 program -FORM MF -IR User##-MP1333 User -Energy Calculation Servic Run -2180 SF Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -113: HVAC equipment, water heaters, showerheads and er menu faucets certified by the Commission. V/_ 150(h): Heating and/or cooling loads calculated in accordance With ASHRAE, SMACNA or .ACCA. 150(1.): Setback thermostat on all applicable heating and/or "— cooling systems. 150 (j) : Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.S8 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. ✓ ,150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch., the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. Nf� 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 18% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and n� pilot light. 2. System is installed wiLh: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning [ANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R 1roject Title.......... The Schooling Residence Date..03/18/02 18:52.:14 MICROPAS6 v6.01 File -02113S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2180 SF Res.- Submittal pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). __V/_ LIGHTING MEASURES Design- Enforce- er ment L50(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting -shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. _ V 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with .Lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved._ LONG'FELLOW' LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 9FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: INC. Job No: scrfooL.JG , Address: Alpine Engineered Products, Inc. Christian W. Chappell �_ , 8351 Rovana Circle ����� ��i�o lf,P-;� alcramento, CA 95828-2522 �� 916 387-0116 ( ) ICBO-ES Report 5352 APPROVED INSPECTION AUNty AP#: Timber Products Inspection, Inc. P.O. Box 20455 �P Portland, OR 97220 S . C (503) 254-0204 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for ❑ Do Not cut or remove plates. handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. a Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. MINOWWRIMMIN �iMINIMININIMME101 MidILII Mimi Mimi Mimi ---- --I--- Mimi w T8 U Z W O U) W rr (D w U Z W O U) W rr LD N co Z O N CD CO CO �p z'(nNNN JN NDcn(nU) O ON J 2=_I _ --4 u u u u u U U) C� N(n20X LE E'ND ,DETAIL STRONGBACK (NAIL 10 LEDGER 12' O.C.) (BRACED AT 55' D.C.) -- , A35 LEDGER (NAILH3(K TO VERTICAL W/2-I0d NAILS) TAn G/ (K) SPACING FOR H3 - 56.0' O.C. REFER TO SIMPSON CATALOG C-9411-1 FOR PRODUCT ATTAC1414ENT SPECIFICATION (ATTACH A35 IN FI DIRECTION TIIIS DWG PREPARED FROM COMPUtER INPUF (LOADS 6 DIMENSIONS) SUOMITTEO BY TRUSS MFR. ROCT= MATERIAL w DUTLOOKER ( C ) GAELE END-- /(2XG OIAGO I ACE (M) 2X LEDGER CON)IOM , TRUSSES \STPONGOACK (PI) BRACED AT 55' O.C. (C) IX4 CONTINIMS LATERAL OPACING FOP. (Sl) (M) 2Xa F.L. OR 11.r. 12 OR BZACE ATTACH AT TIIOPUI�PLONGER iO EACH GRACE (G) BTR, STRONGBACK BRACE 412-8d CCOMMOM NAILS. 8 A- 24MAX GABLE 6'O.0 MAX (N) SI ) \ f�iv' „� /�• , (PI) PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. (HT) HEEL PLATE 10 MATCH COMMON TRUSSES. (0) OPTION TO WEB PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) 1DENAILED THRU CHORD INTO WEB 6 11CRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), ( S I ) 6 (HI ) MUST BE PLATEO. (G) GABLE ENO DESIGN BASED ON 75MPH WINO LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT, NOTE: CHORDS TO BE 2X4 FIR -LARCH 82 HIM. NOTE: THIS DETAIL HAY BE USED FOR TRUSSES WITH PITCHED D.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-8-0 2x4• 8-1-0 3X4• 1 13-6-0 OUTLOOKER fEb loub7i T,3yLiaNG E 6 - IOd COw•ON BLOCK NAILS / 3-IOd / MAILS EACH END OLITLOOKER CRITERIA 3.5' MAX. TYP. UOTCH a 24' 0. C. 1.5' MAX.' 12' MIN 24' MAX 2X4 F.L. LLMOER GLADES MAX. LENGTH WITIMT BPAr-IflG (M) MAX.t W/ STRONGBACK GRACE (S) Q N �O ,� n(� q� �7 c� < Z NC• - vi SICpl1F��`�\R 5-11-0 II -10-0 STk4LT-, w. F± 6-7-0 13-2-0 Yqr DIIR.FAC . 1.15 13-2-0 12 7-0-0 15-6-0 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-5-0 PLT TYP. Wave TPI -95\R Design Criteria: TPI-95(STD O Q 0 Q O Q Q Q r �n 'ALPINE \ J� O TRUSS O O O *'WARNING-" INUSSES R[OUIRE EXTREME CANE IN FABRICATION. HANDLING, SHIPPING, INSIALLING AND BRACING. NEFER 10 HIB•RI (HANDLING INSIAIIING AND BRACING), PUBLISHED BY IPI (IRuss PIAIE lNSlllUlf. S83 D'ONOF10 DR.. SUITE 200. MADISON, WI 53110). FOR SAFETY PRACTICES PRIOR IO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURALPANELS. BOTTOM CHORD SHAH HAVE A PROPERLY AlfACH[0 RIGID CIELING. ••I MPORTAH T -- FURNISH A COPY OF ?NIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE [NGINE[R PROOUCIf, INC. SHALL NOf BE RfS►ONfIBI[ FOR ANY OEYIAIION FROM IRIS DESIGN: ANY fAILUR[ 0 BYILO INE ?RYSSES IN CONFORMANCE N1TN I►1: OR fABNICAIING. HANDLING, SIIIPPING. INSIAII ATION ACING OF IRYSSES. INIf O[SIGN CONFORMS WIIN APPLICABLE PROVISIONS OF NDS (RAIIORAL DESIGN SP[CIFICA?ION PUBl15N[D BY ?NE AM[NICAI FORIfI ANO PA EA ASSOCIATION) AND IPI. ALPINE OF ONAYINOf1 FACI170�I1SS' 14INONAtF:LOAN[(NOIN[INCf15[Al1.1110 Altl. NON11NIfI0AAYIN00APPll[SCONNECTLY ORIH[PER D[f10N lElL.SllCIPI AS -0110. APPLY CONNECTORS�l9ff OF INE 1NUS3 DEPICIID NERC All SHAH 001 BI RCLI[0 UPON IN ANY OTHER WAY. Q N �O ,� n(� q� �7 c� < Z NC• - vi SICpl1F��`�\R T C L L 30.0 PSF TC DL 15.0 PSF B C D L PSF D C L L 0 . 0 PSF F TOT . L D . 50.0 PSF REF R 9 9 2 DATE 03/19/98 DRW CDT 12 , S E O N - 25458 DIIR.FAC . 1.15 FROM POC SPACING CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN DUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED. CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR`_2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T -BRACE. L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (+) CENTER SCAB ON WIDE FACE OF WED. APPLY (1) SCAB TO EACH FACE OF WEB. ALPINE T -BRACING ING■r TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING kCING. REFER TO MIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS OR REF CLB ..SUBST. L -BRACING: ` DL PSF APPLY TO EITHER SIDE OF WEB T -BRACE .Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACIIED RIGID NARROW FACE OR DRWG BRCLBSUB0699 ATTACH WITH 16d NAILS AT 6" O.C. L --BRACE oC ND.c 5 DL PSF BRACE IS A MINIMUM 807: OF WEB ANY R FABRICAING, G. SHIPPINGG,ETO BUILD INSTALLINGTHC ANDTRUSSES BRACING IOFCTRUSSES. CE WITH DESIGNTCIOWORMS WITHT TAPPLICABLE MEMBER LENGTH FOREST AND SSOCIATION> A653 SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 8" 0 C SCAB BRACE BRACE IS A MINIMUM 80% OF FE 1M MATY , MEMBER LENGTH V � F Q%ifESSIg IS DRAWING REPLACES DRAWING 579,640 ING■r TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING kCING. REFER TO MIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS • hr� LL PSF REF CLB ..SUBST. NSTITUTE, 599 D'ONOFRIO DR, SUITE 200, MADISON, vl. 57719) FOR SAFETY PRACTICES 0 PERFORMING TfIESE FUNCTIONS. UNLESS OTIICRVISE INDICATED, TDP CHORD SHALL HAVE ` DL PSF DATE 06/25/99 .Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACIIED RIGID W r., DRWG BRCLBSUB0699 "IMPORTANT-- FURNISH A COPY OF TMS DESIGN TO THE INSTALLATION CONTRACTOR. ENGINCCRED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS oC ND.c 5 DL PSF -ENG MLH KAR ANY R FABRICAING, G. SHIPPINGG,ETO BUILD INSTALLINGTHC ANDTRUSSES BRACING IOFCTRUSSES. CE WITH DESIGNTCIOWORMS WITHT TAPPLICABLE LL PSF FOREST AND SSOCIATION> A653 NDITPLLALPINENCONNECTORSiON AREPMADE OOrD20GATHE STM GR 0 AS NOTED APPLY CONNECTORS TO EACH FACE RON lglE' T.LD. PSF CCOCTHE YFNDRAWINGINDICATES LENGINEERIG DUR.FAC. NOFPROFESSION RESPONSIBILITY SOLELORTHE TRU«COMPONENT SIIOVN. THE S1111ABILITY AND USE OF THIS COMPONENT FOR ANY PARTICI' VUILDING RESPONSIDILITY Lir HIE BUILDING DESIGNER, PER ANSI/TPI F'CA��OQ`�\P r SPACING 1-1995 SECFrr TRUSS BRACING/BLOCKING DETAIL THIS DWG Pnr PARrn rants rnAPMTrA IMPUT n nlnc it ntmr MCI nMct f11nmi TTrn Ry TRIKf P1ro TRUSS BRACING/BLOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE 1RUSSES. AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 NEN-FIR OR BETIER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WII11 (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 0011i ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. i (M) HEIGHT•OF TRUSS AT SUPPORT. rA (0) 2X4 H.F. 03 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOWN. BRACE MAY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. 9 e APPROX. 45' LING SECTION S -S (T). - TRUSSES (P) SIIEAIHING APPLIED TO TOP CHORD. • TRUSS SUT r Nn �° o ING DEPARTAfi (M) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. (BB) BLOCKING TO BOTTOM WORD OVER SUPPORT. II.F. A3 OR BETTER 2X SIZE OF BOTTOM WORD. PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD CA - 1 - - R - O O O O Q Q T ^ ^ ALPINE /Y�1(�V'j(J�" T j(;1� LJJ Q O Q O O Q O O ••VARNING•• IROSS(S A(OYIA( (IIAEM( CAN( 11 FAIRICA1101. MANGLING. SNIPPING. INS IALLING AND IIACi1G. RIFEA 10 RIB -91 (MANGLING INSIAUING AND IIACING). ►VILISN(0 IV 1►1 (INUSS ►LAIC I1fI1fY1(. SB) 0.OROFIO OR.. sari( too. MADISON. VI {7719). FON fAf[IT ►AACIIC[S PRIOR 10 ►(AFOIMINO IRIS( FUNC1101f. UIl(SS OIN[NYIS( INOICAI(D. 10► CROAD SNAIL NAVE PROPERLY Al1ACN[O fIRUC1VIAl PANELS. IOIION CNONO SRAM NAV[ A PAO►IRLY AIIACN(O RIGID CI(LING. ..IMPORIANr•• FOR IIS$ A COPY OF IRIS DESIGN 10 IN( INSIALLAfION CONINACIOA. Alp INI ENGINEER ►IODVLIN' INC. fNAll NOI I( N(f►ONSIII( FOR ANY 0[VIAf ION FROM INIS D(f101; AMY 1A1l UN( 0 MIO 1Mt U USf[f 10 CONFORMANCE YIIN 1►1: 0I FAINICAIINO. NANDl11G. SNIPPING, INS1AtLAI10 ON I14CIAC OF SS S. INIS 0If16M COIFOANf WEAPPLICABLE PROVISIONS OF NOS (NAIIONAt of fPE(IF iCAIION ►tl1l ISNIO BT IN( AMERICAN f0IIf1 ANO ►A►(A ASSOCIATION) AND 1P1. Al►IM( CONNICIOA2 AI( MAOI OF IOGA AIIN A({) GRIF CALV. Sit(I. (FC(PI AS N01(D. APPLY CONN(CIORS 10 IACN FAC( OF ?ROSS. AND ONl[SS OIN(AVIf[ tOCAI[o oN INIS o(s1GN. POSITION CONN(CIORS PC N CRAVINGS 110. 1{0 1ND 110 A•F. AN INGI1(E1•S SIAL ON INIS DNAVIIO AIPI M .NET 10 IN1 IIS ION OF IN( IIVSS CC ICN[AT AAO SNAIL 101 B( AMID UPON IN ANY DIN(A NAV. I' /�/ �QQ "'�� 4Q ~ ` c Z Nps rJ �j' civil_ �Q` '�TFOFCA"F�Q�� TC LL TC DL B C D L Q C L L T 0 T . L D . (� ) REF R421 DATE 1/12/94 D R W 3.048.634 DUR.FAC. CA -ENG / CWC SPACING SEE ABOVE CALIFORNIA PERMANENT BRACING EXTGNSOF NS�(SLOPINC IYPI AOP CHORD. PURLINS. TO FLAT !\ /(CONTINUOUS) #1-e Y + SET A BACK am START OF TOP CHORD EXTENSIONS. (SLOPING 9'0 F'LA'P) BRACED BAY A ROOF SHEATHING. PERMANENT DIAGONAL S FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20. (NOTE: THE IST BAY OF PERMANENT DIAGONALS FORMING BRACED BAY AT THE #1 HIP CAN BE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: I THE CONTINUOUS TOP CHORD PURIJNS ARE ATTACHED TO THE FLAT TOP CHORD . F THEN1 HIP. 2 THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANELS SECTION -A—A FIELD APPLIED OR BUILT—IN CRIPPLES CRIPPLE IN PLANE CRIPPLE OF TRUSSES SPACING COMMON lUJ (D) SETBACKfC) s (B) (B) (B) (B) (D) I (B) (D) (B (B) PURLINS (CONTINUOUS SPACED TYP. (C) CRIPPLES SPACED 40" O.C. TYP. (D) BUILT—IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONALI l F, ALPINE *SET BACK] P BRACING DETA CRIPPLE SUPPORT LAYOUT SETBACK ., cr,rnAru 4 COMMON TRUSSES CALIFORNIA HIP SYSTEM TRUSSES ---/JIIIIP PITCHED AND SHEATHED B CHORD AREA. o -CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FIAT TOP CHORD AND EXTENDED TOP CHORD. USING 3 - Od COMMON TOE NAILS OR 2 - 10d COMMON NAILS THROUGH FACE. SECTION B—B BUILT—IN CRIPPLES OR FIELD CRIPPLE SPACING .REFER TO ORIGINAL. DRAWING CFIORD EXTENSION FOR CRIPPLE SPACING. (B) (TYPICAL) As yl HIP GIRDER SE� 'rI CKNF J L UZ3EDRING + rvvns: SKr• UltIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FACTOR REQUIRED. ^� THIS DRAWING REPLACES DRAWING CD110 ICES ss ��o ` "'►9�. i1; E' TC LL PSF REF UALIT''. BRACE LL TTACHED RIGID TOR k. O� y C DL PSF DATE 06/2B79-9 M 4 THIS.No. r C DL PSF DRWG BRCALHIP0699 'LICABLE Y LL PSF -ENG ,I AND moi: 4 COMMON TRUSSES CALIFORNIA HIP SYSTEM TRUSSES ---/JIIIIP PITCHED AND SHEATHED B CHORD AREA. o -CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FIAT TOP CHORD AND EXTENDED TOP CHORD. USING 3 - Od COMMON TOE NAILS OR 2 - 10d COMMON NAILS THROUGH FACE. SECTION B—B BUILT—IN CRIPPLES OR FIELD CRIPPLE SPACING .REFER TO ORIGINAL. DRAWING CFIORD EXTENSION FOR CRIPPLE SPACING. (B) (TYPICAL) As yl HIP GIRDER SE� 'rI CKNF J L UZ3EDRING + rvvns: SKr• UltIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FACTOR REQUIRED. ^� THIS DRAWING REPLACES DRAWING CD110 ICES ss ��o ` "'►9�. i1; E' TC LL PSF REF UALIT''. BRACE LL TTACHED RIGID TOR k. O� y C DL PSF DATE 06/2B79-9 M 4 THIS.No. r C DL PSF DRWG BRCALHIP0699 'LICABLE Y LL PSF -ENG ,I AND OkLV. STEEL OT.LD. * PSF LOCATED ON INDICATES �l9lF cIVI`Eo���P SPACING W 1.5X3 MAXIMUM CLEAR SPAN CEILING JOIST STANDARD JACK DETAIL SPACING UEFLECTION C1111EI2IA: (LIVE LOAD) RAFTER SLOPES < 4:12 RAFTER SLOPES > 4:12 < 12:12 CEILING JOIST .= 24" O.C. = L/240 L/1130 L/240 IT IS THE RESPONSIBILITY Or 711E DUILDING DESIGNER AND TRUSS FABRICATOR 10 REVIEW THIS DRAWING PRIOR TO CU77ING LUMBER 10 VERIFY THAT ALL DA1 A. INCLUDING • DIMENSIONS AND LOADS, CONFORM TO 71 -IE ARCHITECTURAL SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 2X4 HEM -1'112 STANDARD HLOUIREU IF RAFTER NOT SUI-'I�OR1L•'U AT END 2X4 #1 FL RAI"IEI?. SL(JPE <4-.I'). _ _�nr7ER SLUPE > 4: I(�� I CEILING JOIST LIVE LOAD (PSF) 16 16 30 30 16 16 30 30 DEAD LOAD (PSF) DURATION FACTOR 10 13 10 15 25% 25% 15% 15:: ID 15 10 25%' 25% 15% 15 5 � 15'1.++' �0 9,N a.1,tow. 57 ' -9 `0 2X4 SS FL 9-6-0 r. TY RAFTER a-0-0 t= o ' `� Wl SIZE GRADE --MAXIMUM CLEAR SPAN-- /a p � � .90*11 . . 2X4 #1 FL 9-2-0 N-7-0 7-11-0 7-5-0U-11-0 0 o a -II -0 a-4-0 7-10-0 7-5-0 O a.1,tow. 57 ' -9 `0 2X4 SS FL 9-6-0 9-11-0 0-5-0 a-0-0 t= o 9-3-0 a-7-0 8-2-0 7-10-0 t= 9-0-0 2X6 1 FL 13-4-0 1'2-6-0 _ 10-9-0 10-2-0 _ 12-3-0 11-6-0 10-9-0 10-•3-0 c=) 13-11-0 2X6 SS FL 13-11-0 13--1-0 11-10-0 11-4-0 — 12-0-0 11-11-0 11-4-0 10-10-0 13-11-0 C=3 O t= O O O t•VARI1111G•• IRI RCriot 10 it -91 0 0 o c INS111111c. 597 1 O O O O 10 PCRrORNING 1 At 1ACIIED SIRUCI O O O t=3 •IttPORIA1ti— r I= t= o o ENGINEERED PROD tm ALPINE t= ANY rAl URE TU IISIALI NG AND t=3 t= I�LI;SIGI M C1[ C= TRUSS D I MAYconk" OF c c=) i)AVtilINi C= d O dy O �PUQc .a•rti. ru •u. .. C RCVUIRC L'XIREIIE CARI: III ItAIIIX.IML SI11111111i. IIISIM.L11111 AIIII-URALIIIG. 10LING INSIALLING NIR RRACIW0. PUDLISIIEP BY IN tIRUSS P1.All. BRIO IIR.. 'UIIE 200. IARI%fXl. V1 51)191, rUR SAEEIY 1'RA1'IICC% I-RIfIR rumc11UNS. tMlr.ss n111LRVISc I14DICAIED. IUP CIIURD WALL NAVE 1'RUITNLY PANELS AND DU11UN CtRDID SIOALL NAVE A PRUPERLY AI IACIICD RIGID CEILING. �c _QJ (� Sit A CUPY Or III[$ DCSIGI 111 IIIE IISIALLAIRIN CUNIRAr IOR. ALPINE N0 INE. StIALL Nnl BE RESPUISIDLC rUR ANY DCv1.t1IUN rCIIN 11115 UCSIGNI p. I1RUS3 ARMS lWl API'LICAPLE i II . S.� DESIGNUC.IRII ll# vilvislUsis iir ItUS• Clr CCnIItill PVRL SI11C[R By tIK AMERICAN rURESI AND rnrlR ASSIIf:1AIIIRI CCI�irS ARCC NA 111 20reA AS 111 AtS3 0177 GALV. %fEr.L. rXEEPI A%11tItCR. I CArll rArC qr RUSS AIID. UNLESS U111ERVISr. (UCAIr.R UN fill% IIC..IG11. J'f C/1 INCmriws r IVIKS 110. 150 IIL'SIGN tII* IIC tIRIIn ISs DEP ICIER IItLRC NWALL ALL11NUfgo 11pr 0.11.1ED 'A Of 9l� Of C JACK DETAIL REF DATE rev. 7/15/913 DRWG CD 101 -ENG PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: 80 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN NGT, SBC, SEE HIB -91 SECTION 13.2.1 FOR DIAGONAL LOCATED ANYWHERE IN ROOF. 100 MI FROM COAST. ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF BRACING. CAT 1, EXP C. WIND TC DL=5.0 PSF, WIND BC DL=5.0-PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DETAIL A DETAIL. B a i FLAT TOP CHORD < OR = 12'• PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON NAILS. • 12' MIN RIGID SHEATHING OVERLAP WITH 8d COMMON OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. FLAT TOP CHORD < OR = 20' ,L C CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH C DETAIL 3X8 TRULOX PLATES (EACH FACE) AT EACH END AND 1/3 POINTS. ALPINE 62PB PIGGYBACK CONNECTOR PLATES OR 8x8 PLYWOOD GUSSETS MAY BE USED IN LIEU OF TRULOX PLATES. No. �l9lfOFCP PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) IOd COMMON NAILS AND SECURED WITH 2X4 #3 GRADE SCAB (I SIDE ONLY) ATTACHED WITH 10d COMMON NAILS AT 4" D.C. BUS c -1 rP -'Nerg CIRCLED NUMB R CI(pl AI IRED NUMBER FLAT TAP rPAPn nu _ 30• OF 0.120" X 1.375' %��111>� PER FACE PER PLY. SEE DRAWING 18D TRULOX INFORMATION. ALTERNATE CONNECTION (4) 6d COMMON NAILS EACH FACE 8" X 8" X 1/2" PLYWOOD OR OSB SPAN RATED 24/0 GUSSETS EACH FACE. ATTACH WITH (8) 6d COMMON ( .113x2" ) NAILS PER GUSSET, (4) 1N CAP BC AND (4) IN BASE TRUSS FLAT TC. ACING. REFER TO HIB -91 (HANDLING INSTALLING AND BR)�� ACINGPUBLISHCD ABY TPI (TRUSS INSTITUTE. 583 D'ONOFRIO DR., SU17E TC LL PSF REF 200• MADISON, WI, 53719) FOR SAFETY PRACTICES f0 PERFORMING THESE FUNC110NS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE �, LY A77ACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID TC DL PSF DATE 3/5/99 •■1MPOR7AN7w• FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ENGINEERED PRODUCTS. INC. SHALL N07 BE RESPONSIBLE BC DL FOR ANY DEVIATION FROM THIS FAILUREINSTALLI HE TBRACINGRUSSS IOFCTRUSNCEWITH iPI; OR IAPPLICABLE PSF DRWG 581,670 IGNSHIPPING, G7 AND SES..DESIGN CONFORMS W17H IONS BC LL PSF -ENG SJP/KAR OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY IME AMERICAN FOREST AND . kASDNOTE1D.N) NE 653 GR40 APPLY CONI. NECTORS T0EEACH FACE OF'RS ARE TRUSS E OF 2AND, TOT.L D. MAX 60 PSF UNLESSTH 07HERWISEA LOCATEOLON SIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICAIES ONCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SHO WN DUR.FAC. l .l5 NS BIL 1VUI TFCOMPONENT FOR ANY PARTICULAR BUILDING BTHITYI AN D USE OF N R SPACING 24.0,. (SCHO0211-LEE - SCHOOLING [SGE1 Al 18'-11 1/2" DTCSGE S TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard :413 2x4 DF -L #1: o 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS SUPPORTS'12" GABLE END OVERHANG AND 10 PSF FACE MATERIAL. SEE GABLE DETAILS FOR ADDITIONAL REQUIREMENTS. (S) 2X4 DF -L #1 BLOCK WITH OVERHANG AS SHOWN. ATTACH WITH 1,12X4 PLATE(S) SPACED AT 24"O.C. W6X4— W1.5X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.27" DUE TO DEAD LOAD. SEE OWG GBLLETIN1001 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L1240 LIVE AND 1-/180 TOTAL LOAD. 141.5X4 III 613X8 (F1 L-2-0-0-�-J �2-0-0� 5 1 11 4-4-1 4-4-1 5-1-11 5-1 11 4-4-1 4-4-1 5-1-11 j -9-5-121 Lr I ` 8-11-8 Over 2 Supports y� R=899 W=5.5" R=899 l'1=5.5" PLT TYP. Nave TPI -95 R Design Criteria: TPI STD UBC 19.5c R427--76828 10.0 Longfellow Lumber 89 Loren Avenue, Chico CA 95928 "WARNING " TRUSSES REOUIRE EETRENE CARE IN FA8p1CAT10N, HANDLING. SHIPPING, INSTALLING AND 8RACING. REFER TO 7.0 CA/ -/1 0.0 HI6•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY p FE TIC L L SEAN - 58272 PRACTICES PRIOR TO PERFORNING THESE FUNCTIONS. UNLESS OTHERWISE 11101CATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S/RUCTUHAL PANELS. BOT CHORD SHALL HAVE A PROPERLY ATTACHED RI G10 CE 1L Q�Q � T C D L ING, *IMPORTANT" FURIIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED "PB OOUCTNi 14 13�Z 1110. SHALL ROT BEFOR ANY DEVIATION FROH THIS DESIGN; Ally FAILURE TO BUILD B C D L ALPINE ,,RESPONSIBLE THE TBUSSES IN C011FORNANCE UITII TPI; OR FAB ICATIUG. HANDLING, SHIPPING. INSTALLING AND OB AC IIIG OF TRUSSES, iH 15 DE SI GII �f �y r Yf7 COIIF0pN5 HITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SOFD20GATASTHIlA653AGRA0R `� 0845 r B C L L All CONNECTORSSPICIFICATAR EP MADE TAPPLYALPINE GALY STEELEREXCEPTI ASLNOTEDt. CONNECTORS TD EACH FACE OF TRUSS, * Alpinc Lngincercd Products, LIC. $BCr0111Cn10, CA 95828 AND U1ILESS OTHERWISE LOCATED 011 THIS OESIGII, POSITION CONNECTORS PER p ESPOIISIHIDRAWINGS ITTY SOLEL Y TF OR HE STHE EAL Oil THIS COMPONENT DESIGN SHOWNINDICATES . ATHE SUITABILITY NCE OF 0AND USE ENGINEERING THIS COMPONENT FOR AOY PARTICULAR BUILDING IS THE RESPORSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SE:710H 2. * ppX{�V ti 4"p■•`�t \� O` 4„,, T 0 T D U R SPACING . L D . .FAC . -/-/-/F Scale =.3125"/F 16.0 PSFREF R427--76828 10.0 PSF DATE 03/13/02 7.0 PSF DRW CAUSR42i 02072043 0.0 PSF CA -ENG PCH/CNC 33.0 PSF SEAN - 58272 1.25 FROM GA 24.0" Z O a W CS. LS 7 (SCI -100231 -1 -FE. _ !,010OLING - A7. 18•11 1/2' SCIS fiORAG TOP CHORD 2)f4 OF -C Irl BOT CHOR.O 2x4 OF -I. #1 1+FOS 2x4 OF -1_ Standard :W-1 2X4 OF -l. -.1: PLAIES GESIGNEO FOR GREEfi' 1-U!9BEP. PER NOS -97 1AKU 7.3.3. TRUSSTItA11SFFRS 70.15 PLF 'ALONG TOP CHORD TliROUGH TRUSS TO SUPPORT(S) NiiE?+E'N10IC�.T1=0?OlAPLiRAGK'AAO COIIf;ELT10MS ARE TO BE DESIGNED 61' Efi610EER OF, RECORO.-«<ORAG TRUSS>?> ) 115X6 (R) III '('Ilii UE(C.. PREPARE0 FI:OH (RHPl11CK 1R1'UT IL011(IS d I;In(r1:107:.`:)SJ8/1lTTC.`1 0,' TUUSS CAL CULAfEO "OR IZ0NTAL I'Efl. E01ON 1S [1.34 DriC 10 L!VE LOAD ANO 0.? 11Ut TO OEAO ;.OAO. IN LIEU 0r STRUCTURAL. PANELS LFR RIGID Cell. ifIG USE ['URI INS TO BRACE TC @ 24' OC, 8C e 72' OC. OFF1f.CTION MEETS 1.1240 L1FL AMC) t /180 101AI. LOAP- THE MAz41UN 510 T70UTAL REACTION IS 1E•]39 A2 L -2-0-O- j 5-1-11 I 4.4•] 4-4-I _ `s-]•1] I +U�E 5 3-11 4 4 ]4 4-4-1 - S J l i C N IY ° Vj Over ?- SuEiQorts �j Rt. 161 l;e5.5' R=' 161 N=5 . 5" p p Rtr1612/-15]2 PLT TYP. ►lave TPI.95 LmetaMw Lulnbc4 89 tof1.•n Avmw. ChiA CA 95926 / 1�\ \ AE.P IRE``�� �r- v Mpiac Engineerod Prnrincts. Irr. Sxrtwrlclao, CA 95fi18 P, OesiorF Criteria: TPIIST9 11---- 1 159( -- " YAUIIIY6.1 TRUSSES NIUtIlti ELTRIEW CIA/ If fAePIC4i01. 114190114C. SNIP11146• )NSTA!l JOC Ano ORAC IN6. aVIA TO N10.9S IYANOLFa6 INSTALL1114 AYL OF.ACIN6J, YURl1SNEO OT TPI ([F1 S5 Pl4TE JNS1l T$T1. 567 U-ONOFRIO OR .. SUITE 200, NAOI301. 41 53)1?I_ FOE SAFETT PFI AC f1Ci5 rN IDR TO c "1T lop A' PP 1' T AT, IC-IIty P .RfOF: NG THEIST 1 :U ?I N f f fti CR01�.. f0 O CN0710 SNAII N tf O cNl E RI tS i t 0 5. U lE5- 0 NE 15F C P n P T 5T1U..TR/.Al ANf �S. tOTT.N CN04C• If; MAC A PRO Itl� AT ACNfO 1616 CI IlJN1. •IF:VON I ANI_ 6. VI SN A COPT OF INIS OFUGH TO 1+1 )CSTAI(.A1t0A LONTf.At.TOI.. Altf6( ERr,111URIL0 .1000CTI INC. 1. LI1 NOT R( RE!'ORSIFtf FOC AOT 01 f IAT 106 FRCe, TNIS VES 16n: ARE. (A I1 tlP.0 10 RUTIO TI:f TRUSSES It COREOtNA6C!- V1TN TPI: 401. FAA41131A.C. UA6G11.6iA, SNIPPIUC. 16SIAJ_L110 Alp hRACI01 0( IROIIES- TNIS DESIGN CONFOV.MS RITN AVP11CA01( 0R011SION5 Of AOS (A'I.F1oam Oi S1611 IP�CfF1 CA1 Of. PIallShlU i. THE vol.4 Ar FOREST A60 PCP(i, ASIOc u110NJ ANU FPI. 01ttRE CONNECTUI.1 Aef NACI Of )'OCA ASWC A653. 61TU CAII, SCFFI. (ICFPT AS 401(0. APPIT ceNAECTORi TO F ACI, FAC) OF TRUSS- 4l'0 URLI SS 0111f EVCSE LOCATEU ON IN1E O(SIG4. POc1l14N CIM -A C70A'a PrR Ot4E'Ir6S 160 A.Z. ;at f(A1 OR 1N11 CQCYIN6 1NOICAFES ACCEPTANCE N tP Offf$1 ONAl (9GIUFE,14I4G n l5P0V51RlllTT SOUL( foi 111E TONSS CC•.V0V(V) 0(SIG15 S,",I- TN! SVETA311 1 T1 ANO u 3 1 01 T"IS 101110"(71 101 ANT PARTICOIAI. Uu ILO!e; n 1.N! SFcPeN;1OI! t, 01 .._ =!"'A3 1 9`!.l C. 1., PIF [N51ITPl IYYs SECftoi 1. ------ --.._•...-_�.-- ----- CAI -j_:1 i 1 Scale . +_15"/r_,.... -.1-.. W. c --.._�--+_-.._ TC LI. �rI 16.0 - --T--_-_-._�_. PSF REF 11427-29916 -- �'��' DL ICI.O PSF O.ATE---04('?f02 f - AC [IL ? .O PSF DRW, IAu:Ne2; nilo2oo_. 8C LL C.G P,F CA -ENG IIAH/G1'1H r eao z Ap;- 12 2002--- * TC"I.LG. �- - 3.�-n, PSF - ' - SEL.N ---- f -- --- b0F11---- �� Clvlt-,µaw i1JR_IAC-- I.?S - -F9Ohi GA ----- (SCH00211-LEE - SCHOOLING A3 18'-11 1/2" SCIS/HIP) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 d WEBS 2x4 DF-L•Standard a 0 PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPI_N_G TC=0_F TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONSEVERY4.00 FT TO FLAT I TC: ATT-ACH-2x4'LATE- L BRACING TO. FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB-9.1=1-3.2.1(F-I`G`33), OR OWG. BACALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. W3X4 W5X4(R) x& THIS DWG PREPARED FROM COMPUTER INPUT (LOADS g DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 E= WAYA= •• • ••� \^+/ VZ1 . Z)A4 III L -2-0-0--J A3 5-6-5 IQ TTECCONTY '5(JILDING DEPART 5-1-11 4-4-1 1 1-1-0 5-1-11 4-4-11-1-0 4-3-4 4-1-8 11-0 0 7-11-8 jl 'r!YI 9-5-12 9-5-12 I- 18-11-8 Over 2 Supports R-774 W=5.5" R=753 PLT TYP. Wave TPI -95 R Design Criteria: Longfellow Lumber 89Loren Avenue,ChicoCA95928 TPI STD UBC -WARNING " TRUSSES REQUIRE ERTREIfE CARE 111 FABNILATf ON, HAIIOI IIIG, SHIPPIUG, IIISTALL IIIG ARD BRACING. REFER TO H18-91 (IIANDLIIIG INSTALLING AND BRACIIIG), 19.5c C A - 1 - - - F scale = . 3 1 2 5 " F t . PUBLISHED BY YPI IIISiITUTE, 583 D-ONOFRIO DR., SUITE 200. HADISOH, HI 53119), FOR SAFETY PRACTICES (TRUSS ATO PERFORIIING THESE FUNCTIONS. UNLESS OTHERWISE [NDrCATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOH e�pFES S/p `sem TC LL T 16.0 PSF REF R427--76829 • CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ISW •PRODUCTS, �p��(J� ��{J y C D L 1 0, 0 P S F[EM/ DATE 03/13/02 HOTABECOPY IIIC, SHALL RESPONSIBLEDFOR 6IIA II�THE OEVIATIONLFROFHTN/STOESIGIRJ; AAN YI1EFAILURE ETOD BUILD TIIE TRUSSES III COIIFOR NAWCE Mar 3 BC DL 7.D PSF CAU$R427 020720151 ALPINE IIIiH TP1: OR FABRICATING, HANDLING, SIIIPPIIIG, INSTALLING AIID OF TRUSSES. THIS DESIGN COLIFORMS 11 { OC 45 r aBgACIWG SIGH WITH APPLICABLE PROVISIONS OF NDS (11ALPINEL SPECIFICATION PUBLI SII EO 8Y THE AHERECAH FOREST AND PAPER ASSOCIATION; A140 TPI. BC LL O. D PSF-ENG PCH/CWC Alpine Engineered ProducI Mc. Sacramento, CA 95828 ALPINE COIL LIE CTORS ARE NAD. OF 20GAUNL UNLESS A653HERW GR 40 GALE. STEEL, EXCEPT ESIG AS NOTED. APPLY COUIIE CTORS TO EACH FACE Of TRUSS. AIID UNLESS OTHER E LOCATED ON THIS 15 OE S1 Gtl, POSITI011 COWNECTORS PER DRAWINGS IOD A -Z. THE SEAL OD THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COHPONEIIT FOR ANY PARTICULAR BUILOIIIG IS THE RESPONSIBILITY OF THE BO)tDING DESIGIIER, PER AtISI/TPI 1•i995 SECTION 2. * il, ! Qr CA,� TOT - L D D U R .FAC S P A C I N 3 3 . 0 - 1.25 G 24.0" P S F ) / S E 0 N - 58378 F R 0 M GA (SCI -100211 -LEE - SCHOOLING - A4 18'-11 1/2" SCIS TOP CHORD 2x4 DF -L ,1#1 BOT CHORD 2x4 DF -L $1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS i4FR. ("A)'CONTINUOUS LATERAL BRACING EOUALLY SPACED -ON -MEMBER-. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IVLAD (Al ) LC2-0-0>I 5-1-11 1 4-4-1 ��_ 4-8-14 1_ 1 �E 4-8 14 5 1 11 4-4-1 I 4-8-14 r 43810413 9-5-1 R=741 W=5.5" Lc2-0-0=;1 �.-'-1 u 9-5-12 —1 11-8 Over 2 Sr'ts' R=718 PLT TYP. Wave TPI-95FR Design Criteria: TPI STD UBC LongfellowLumber MING`• TRUSSES flEOUIRE EXTREME CARE IN FABRICATION, NANDLItIG, SI1IPP'ITNO, INSTALLING AND 89 Loren Avenue, Chico CA 95928ItIG. REFER TO 11!0.91 (HANDLING IIISTALLING AILD BRACIIIG), PUBLISHED BY TPI (TRUSS PLATE E 200. RHIEG THESE DFUNCTIONS. UfILESSTOTHERWISEO INDIICATED. TOP! CHORDFOR SMALLFETY HAVEPRACTICES PRIOR TO PROPERLY ATTACHED TURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. CTS. IRC. SHALL! NOTSH ABEORESPONSIBLEPY OF THIS DFOR GN A'0 TDEVIATIONHE L FROMII THISTDESIGIN: AANYNE FAIILUREETODA L P I N E NG HOFTTRUSSESES 111 COTHISMANCE DESIGNI CONFORMS WITHAAPPLICABLE PROVISIOIIS SOF PNOSG(NATIONAL INSTALLING DESIGNFICATIOH PUBLISHED BY THE AHERICAN FOREST AND PAPER ASSOCIATION) ACID TPI. ALPINE CTORS ARE MADE OF TOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED,APPLY CONIIECTORS TO FACE OF TRUSS, AI10 UIIL ESS OoilTIIERNlSE LOCATED ON THIS DESIGN, POSITION COIINECTORS PER Alpine Engineered Products, Inc.NSIBILDRAW JIGS ITY SOLELYTFORSTHE TRUSSEAL ICOMPONENT DESIGN NG TSHOWN. ES EPTATHE SUITABILITYNCE OF OAND USEIOFE THIS SDcramento, CA 95828 NENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER TPI 1 1995 SECTION 2. 9-9-15 A q Bum c D/NG p EPgRTj�, . 4 Ppp0 19.5c CA/ -/11-/-/-/F FESS/p ar _ 645 * M1. CA�� TC TC BC BC TOT.LD. DUR.FAC. SPACING LL DL DL LL 16.0 10.0 7.0 0.0 33.0 1.25 24.0" PSF PSF PSF PSF PSF Scale=.25"/Ft. REF R427--76830 DATE 03/13/02 DRIJ CAUSR427 02072016 CA -ENG PCH/CWC SEON - 58371 FROM GA (SCHO0211-LEE - SCHOOLING A5 18'-11 1/2" MONOGIRD) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x8 OF -L SS 0 WEBS 2x4 DF -L Standard :W3 2x4 OF -L $1: 0 lQ PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ***************ADDITIONAL LOADS********************* BC - From 313 PLF at 1.50 to 313 PLF at 5.50 CD BC - From 162 PLF at 5.50 to 162 PLF at 11.50 8C - From 243 PLF at 31.50 to 243 PLF at 15.50 a BC From 290 PLF at 15.50 to 290 PLF at 18.96 [r. BC - 714 LB Conc. Load at 0.50 C7 .a RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. TH :RECOMMENDED CONNECTION N FOR TRUSSES_F.RAMING TO THE B �GHORD.(LU S28) -24"07C -SEE SIMPSON CATALOG C -20Q2_,--- L_ W6X4(R) V\ W4X`12"(B'3) mi 643X1O III 714# Id7X6 (R) TOM 6!3X4 6F W3 IA) (H) W5X8 (R) III THIS DWG PREPARED FROM COPIPUTER INPUT (LOADS & DIMENSIONS) SUOPIITTED BY TRUSS MFR. (A)CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2X4 III IJ 5 6-10-13 6-0-5 % O -47-P4 6-10-13 6-0-5 Lr 6-0-5 - 18-11-8 Over 2 Supports R-3288 R-2864 PLT TYP. Wave TPI -9! ber 89 LoAnvenac, Chico CA 95928 ALPINE Alpine Engineered Producls, Inc. Sacmmenlo, CA 95828 9-9-15 8►, ►I�O�NG DEPqR NW,. A 010 P V�17 Ab R Design Criteria: TPI STD UBC ••WARNING•' 19.5c CA 1-/,-/-/F TRUSSES REQUIRE EM TREHE CApE [tl FABR lCAiI01I. HANDL f11G, SHIPPING, INSTALL ING AND GRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IIISTITUTE, 583 0-0110FRIO DR., SUITE 200, HAD 15011, N1 53719), FOR SAFETY pe �O TC LL 16.0 P S F PRACTICES PRIOR TO PER FOgN 1116 THESE FUNCTIONS. UNLESS OTHERWISE IUDICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED ST R UCTURAI `O /!C PANELS, BUTTO" CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILINS . IMPORTANINC. A016PY OF THIS ,Q13�7 `{J �y,�d_s� T C D L 1 0 . 0 P S F SIIALLIHOTSH PRODUCTS. RESPONSIBLEDFOR611ANY THE AANYIIEFAILUREENGINEERED 1,3 _ DEVIATIONINSTALLATION FRO14 THIS7DESIGN: TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR ��e7f B C D L 7 . O P S F FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE W r• rrf �` 45 r PROVISID14S OF NDS (NATIONAL DESIGN SOF020GABY TAST11HE HA653AGR40REST ER 8 C L L 0.0 P S F COMIC ORSI AREPHADE 11 EXCEPT AS ASSOCIATION) OTED. TPI. GALVA6STEEL APPLYALPINE EACH FACE OF TRUSS, AIlO UNLESS CONNECTORS TD HERHISE LOCATE* Oil THIS DES ]GN, PDSITION CONNECTORS TOT. L D . 33.0 P S F RESPONSIBJI DRAW N ITY SOLELY7FOR SEAL THE TRUSSil THIS PER TSHOWHES ACCEPTANCE PROFESSIONAL Ell HG IO /PIIfA s C!Y(1. CONP ONEIIi DEStGIIRAVING TII"c SUITABILITY A AND USEF COMPONENT FOR ANY PARTICULAR BUILOIIJG IS THE RESPOIISIBIL17Y OF THE BUILDING At15]/TPI v r Or 0 U R .FAC . 1.25 1.1995 SECTION 2. DESIGNER, PER CAt� SPACING 24.0" Scale =.3125"/Ft. REF R427--76831 DATE 03/13/02 DRI] CAUSR427 02072017 CA -ENG PCH/CWC SEQN - 58373 FROM GA (SCH00211-LEE - SCHOOLING - B1 22.6" HIP SET 6SB) TOP CHORD 2x4 DF -L -Q1 :T2 2x4 OF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. (H) RECOMMENDED CONNECTION FOR TRUSSES FRAMING-T0_THE—BOTTOM CFiORD.(LUS24)24"O.C. SEE SIMPSON CATALOG C-20021 W5X4 W3X8 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED OY TRUSS (4FR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72•' OC DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W5X4o W1 -5X4 111 vl'3At$ (U1) = L<2 -0-8,J I 5-6-12 1 5-8-4 5-8-45 6-12 1 6-0-0 5 3 0 - 5-3-0 6-0 0 �_ 6 0-0 1 10 6-0 -0 I 10 I 6-0-0 1 1 PLT TYP. High Stren A 89 LDren V nule, Chico CA 95928 ALPINE AIPinC Engineered Products, Inc. SDCramenlo, CA 95828 R-1595 W=5.5" 22-6-0 Over 2 Supports R=1595 W=5.5" S L Dcyay�i th,Wave TPI -95\R DeEME sign Criteria: TPI STD UBC 'BR •ft 19.5c CA -/l/ ACR 11671G A INSTALLING EF ERR TOS HIO 91U IR(HAffDl11G 11(Tfl / -/-/F Scale =.25"/Ft. !STALL ItIGIN AND BRACING) pUDtl1SHE0 BY TPI USS ItISTITUIE, 03 D'Of1OFRI0 DR., SUITE 200, MADISON, N1 53)19), FOR SAFETY PRACTICES PRIOR TO "'SI,' PERFORMING THESE FUIICTIONS. U11l ESS e C Q�QF 0 T C L L 16 . 0 P S F R E F R427--76832 OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCMP'7UR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Cq4 �� TC DL 10.0 PSF DATE 03/13/02 PRO HII tIt. SMALL IRO rA8 E OPY OF THI SRE S P011S IB L E DESIGN GIIANY iHE DEVIATIONL FROHIITH�STDESIGIR7; ALPINE BUILD EFAILURE IETOD-- BC DL 7 0 PSF DRIJ TIIE iRUS SES IN CONFORMANCE WITH TPI; OR FABR1CA TING, IIAfIOI IMG, SIU PpING, I1157ALL IflG AND BRACING OF S. rf�Nf 45 CAUS4427 (12072D4I ONUSSE TN iS DESIGN [DNFOR NS WITH AP PL ICAB LC PROVISIONS OF NDS (NATIONAL DESIGN AND PAPER BY TASTMHE HA653AGR40R '— a B C L L 0.0 PSF CA -ENG P C H / C1"1C CONNECTORS AREMADEullSOFD20GAGALY. STEEL. EXCEPTEST LPIRE AS NOTED'. TAPPLYACORRECTORS TO EACH FACE OF TRUSS, AND UIIIESS OTHERWISE LOCATED ON THIS DESIGN, POSITION * �3 TOT. L D 33 P S F SEAN - 58361 CORRECTORS PER DRAWINGS 160 A-E. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY IiY SOLELY FOR THE TRUSS f CIV[1, . .0 D U R . FAC 1 .25 FR0M GA _ COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR At1Y PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING ANSI/TPI 1-1995 SEC710t1 z. DESIGNER, PER SPACING 24.0" (SCH00211-LEE SCHOOLING B2 22'6" HIP IOSB TOP CHORD 2x4 OF -L #1 BOT'CHORD 2x4 DF -L $1 100 WEBS 2x4 DF -L Standard 0 0 THIS DWG PREPARED FROI4 COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/160 TOTAL LOAD. i PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS_EVERY_4-.-OO--F_T,TO_ELAT w TC. ATTACH 2x4 LATERAL_BRACINGfTO FLAT TC @ 24" OC WITH 2-16d NAILS AND—� Wo DIAGONAL'L'YBRACE PER HIB -91 13.2.1(FIG.33)3 OR DI-lG. BRCALHIP0699.—SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. w c� z o a W3X6 (R) W 2 . 5 X 4 L<-2-0-0--1 5-1-8 4-10-8 2 11 4 4-5-42 0 14 5-1-8 4-5-4 2-11 4 4 10-8 2 0-14 �— 10-0-0 I 2-6-0 I 6-11-6 (! I'r. 19 5-6 Over 2 Supports R=829 W=5.5" R=714 4 III B -...\ DEP4 7 ftf-llw s S z- PLT TYP. l'lave TPI -95 R Design Criteria: Longfellow Lumber 89Lorcugvenuo ChicDCA95928 TPI STD UBC "9ARNING— TRUSSES REQUIRE EXTREHE CARE INFABRICATIOA. IIA HOLING, 5111 PP RIG, INSTALL IIIG AND REFER TO IIIG-91 19.5c CA Scale =.3125" Ft INACIt7G. (IIAHDLING IfISTALLING AILD BRAC1tIG), PUBLISHED BY TPI "ISTUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, HI 53719), fOR SAFETY PRACTICESPRIORATO PER FOR RING THESE FUt1CT70115, O4aFESS '`lC TC LL 16.0 PSF REF X427--76833 UNLESS OTHERWISE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT" FURNISH A COPY �� �' q '�' T C D L 1 0.0 PSF DATE 03/13/02 OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE'ENGIHEERED PflODUCTS. ]NC. 511 ALL NOT BE RESP DI1 SI LE FOR ANY DEVIATION FROM THIS DESIGII; hi BC DL 7.0 PSF DRW ALPINE OU ANY FAILURE TO NG AND BRACINGHOFTTRUSSESRUSSES f1 COT115f1DE5[GIANCE I[ONFORHSTH TPI: ONITIAAPPLICAOLE PRDYISIOItSBRICATING.SOFPNDSG(IIATfONALINSTALL10ESIGN ryrA r wo CAUSR427 02072018 5PE[IF [C AT10N PUBLISHED BY THE AHER ICAII FOREST Alto PAPER ASSOCIATION) AND TPI. ALPINE CON II ECTORSOAR E MADE OF 20GA ASTM AG53 GR40 G'31 =3 BC LL 0.0 PSF CA -ENG PCH/CWC Alpine Engineered Products, IDG. Sacramento, CA 95828 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE F TRUSS, AND UNLESS OTHEON RWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER RESPONSIBILDRAWINGS 16 ITY SOLELYTFORSTHE TRUSS)COHPONEIIT DESIGNTES SHOWN�EPTANCE OF THE SUITABILITYDAUD USEf0FETHIS COMPONENT FOR Atli PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGR ER, PER ISI/TP 1.1995 SECT 1011 2. * * /�n� s C "V Q� CA`�{`� T 0 T , L D D U R .FAC SPACING . 33-0 P S F . 1.25 24.0" S E Q N - 58297 F R 0 M GA (SCH00211-LEE SCHOOLING B3 22'6" COMN TOP CHORD 2x4 DF -L -1 BUT CHORD 2x4 OF -L $1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 = THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. L -2-0-0--J PLT TYP. Wave TPI -9 L. 89 Loren AMvrel low Lumber enue, Chico CA 95928 A Alpine Engineered Products Inc. SBcramelllo, CA 95828 5-10-12 5-4-4-4 4 30329 15 7-8-3 7-1-11 1.7.1 6-2 10 L 11-3-0 I 8-2-6 I R=763 W-5.5" mover c zupporLs — R Design Criteria: TPI STD UBC **WAR 19.5c IJ I tJG" TRUSSES REOUIRE EIITREHE CARE IN FAUK I CAT 1011. HANOLIHG, SHIPPING, INSTALLING AND GRACING. REFER TO HlO.91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL BY TPI (TRUSS PLATE INSTITUTE, 583 O'OIIOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ERFORHIIIG THESE FUNCTIONS. UNLESS OTHERNISE pRQFES N •P INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT-' 10.0 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTINC. SHALL NOT BE RESPOIISIBLE FOR ANY DEVIATION FROM SiTHE y M BUILD THIS DESIGN: ANY FAILURE TO TRUSSES iN COIIFORMAllCE WI T11 TP 1; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSF S. W 5 711]5 DESIGN COIL FORHS N1 T11 APPLICABLE PROVISIOIIS OF NDS (NATIONAL DESIGN ON BY 7ASTMtlA653 AGR40RGALY.EST Cie r CONNEC70RSSPECIFICATI AREMADESOF020GASTEEL. EXCEPTD PAPER AS NOTED. TPI LPINE APPLYACONNECTORS 6-30=1 EACDR AN WINGS OF 160 ApE 55. AND TD THE UNLESS 50TH I S OTHERWISE DR AUIRG71 NOI[ATEISRS ACCEP TAIICEESIDOF7PROFESSIONAIOU LR ENGINEER IIIG RESPONS1BtL1TY � SOLELY FOR THE TRUSS CO"POHEHT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. M R=625 4 III T 1-10-8 CA/ -/1/-/-/-/F TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7..0 PSF BC LL 0.0 PSF TOT.LD. 33:0 PSF DUR.FAC. 1.25 SPACING 24.0" 33 „` 1iv Scale =.3125"/Ft. REF R427--76834 DATE 03/13/02 O R W CAUSR427 02072019 CA -ENG PCH/CWC SEON - 58299 FROM GA .(SCH00211-LEE - SCHOOLING 83A 22'6" CO'MN) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 —_ THIS DWG PREPARED FROM COPIPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS PIFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. L-2-0-0-!<-5-6-0-�! PLT TYP. Wave TPI -9 89 Loren Avenue, Hl eco CA 95928 ALPINE Alpine Engineered Producls, Inc. SBCTRmeDIO, CA 95828 5-8-12 5-6-4 5-4-4 2 10 2 5-8-12 1-11 7 7-1 11 4 7 9 -2-.6 I 19-5-6 Over 2 Supports R=1065 W=5.5" ` R=323 T- 1-10-8 Vt R Design Criteria: TPI STD UBC HARMING'^ TRUSSES 19.5c REQUIRE EXTREME CARE [N FABq IC AT[0N, HANDLING. SHIPPING, IIISTALLING AUD BR AC IIIG. REFER TO RIB -91 (HANDLING INSTALLING AND BOAC I IIG), PUBLISHED BY TPI (TRUSS PLATE ]IISTITUTE. 503 D'OIIOFRIO DR.. SUITE 200. MADISON. NI 53719), FOR SAFETY FESS, TC T C L L 16.0 P S F PRACTICES PRIOR TOQ� PERFORMIALIIG PAN THEEE FUBOTIOMC11S. OR ESS LL HAVI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY -w lF,j, T C O L 10.0 P S F ATTACHED RIGID CEILING. 'IMPORTAIT•' FUR 111511 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IIIC. S"ALL HOT BE RESPOIISIBLE FOR h y~ a �e'f ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO TTTRURUSS COTN/SHDESIGI7ICONFOR-WITI TPI: OAAPPLICABLE �' � B C DL 7 .0 P S F BRACIHGHOFBUILD SES[I,HANDLING. SOFPNOSG(NATIONAL 1 AIN) lESIGN V 5 PROVISIONSBRICATING. DNG SPECIFICATION PUBLISHED BY THE AHERICAH FORMSEST BC LL 0 .0 P S F AND PAPER ASSOCIATION) AND TPI. ALPINE COgJ1E C70R5 ARE RADE OF 20GA ASTM A653 GgdO GALV. STEEL, EXCEPT AS NOTED. APPLY COnnECTORS TO EACH FACE OF TRUSS, ACID UNLESS 0711ERNISE LOCATED ON THIS DESIGN, * * T 0 T L D 3 3 0 P S F POSITION CONNECTORS PER ORAUIRGS 160 A -Z. THE SEAL ON TN15 OgANING ]1101CATES . . . ACCEPTANCE OF PROFESSIONAL ENG111E ER IIIG flESP OILS IB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOUN. THE SUITABILITY Cm`. D U R 1.25 A710 USE OF TN15 LOMPDN EIIT FOq AtIY PARTICULAR BUILDING /S THE RESPDUSIBILITY OF THE BUILDING DES]G11ER. PER AIJSI/TPI 1.1995 SECTION z. /� c Vr CA,,i{ .FAC . SPACING 24. 0 " Scale =.3125"/Ft. REF R427--76835 DATE 03/13/02 DR W CAUSR427 02072020 CA -ENG PCH/CWC SEON - 58301 FROM GA C> 0 T N 0 (SCH00211-LEE - SCHOOLING - B4 22'6" MI -11P 12'6"SB) TOP CHORD 2x4 DF -L ill BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS t•IFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC:OF BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4:00 -FT FLAT_,__ RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. TC_.-AT.TACI4'2x4-LATERAL,.BRACING-TO'FCAT-TC @ 24" -OC IJITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP06.99=.�-SUPPORT-ri H=IP RAFTER WITH CRIPPLES AT 5-7-14 OC, �-��—� W2.5X4 W2.5X4 = I'll .5X4 III 6-3-4 13 L --2-0-0--J'<--5 - 6 - 0 PLT TYP, Wave TPI -95 Longfellow Vhober 89 LoreAeu,Cii CA 95928 A A1Pine Engineered Products, Luc. Sacramento, CA 95828 5-8-12 6-4-0 3-9-3 3-7-7 5-8- 12 6-9-4 6-11-6 I— 12-6-0 I 6 11 6 I -5-6 Over R-11 R=485 R Design ' C t i —WARNING--WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRIC,, 101f. NpflOLa1N6, TryIppING.DIRSTAtLBI G AHD 19.5c CA - 1 - - - F BRACIIJG, REFER TO 1119-91 (HANDLING 1tIS7ALLI0G AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 16.0 PSF I OSTITUTE, 583 D'OItOFR10 Dfl., SUITE 200. MADISON, Nf 53719). FOR SAFETY PRACTICES PRIOR 70 Q�OFESS PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. DOT70H CHORD SMALLHAVE A PROPERLY ATTACHED RIGID CEILING. TC DL 10.0 P S F •IMPORTANT•' FUR1715H A COPY OF THIS DESIGN TO THE ItISTALlgT107J CONTRACTOR. ALPINE ENGINEERED� dr '� y PR ODULTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONFROM THIS DESIGN: ANY FAILURE TO C,B C DL 7.0 P S F BRAC/NG THE OTRUSSES IN CO ITH TPI: PROY15110115SOFPNOSG(IIATIONAIINSTALLING OESIGIAND , � �w BC LL 0.0 P S F SPECIFICATION PUBLISHED BY THE AHEfl ICAN FOq[S7 ACID PAPER ASSOCIATION) AND 7P1. ALPINE CON NECTORS ARE RADE OF 20GA ASTM A653 GRID GALY. STEEL. ErCEPT AS Il07ED, APPLY CONNECTORS TO * * TOT . LD. 33.0 PSF EACHFACE OF TRU SS, AND UIlIESS OTIIER MISE LOC ATEO Off THIS DESI GtI, POS IT 1011 COIJN E[70fl5 PER ORANIbGS 160 A•1. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING f CN�16 RESPONSIBILITY SOLELY FOR THE TRUSS [OHPOtIE ItT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R .FAC . 1.25 COMPONENT FOR ANY PARTICULAR BUILD IIIG IS THE RESPONSIBILITY OF THE BUILDING DE SIGtIEfl .'PER apslfTPl I-7995 SECTION z. or Scale =.3125"/Ft. REF R427--76836 DATE 03/13/02 DRI4 CAUSR427 02072021 CA -ENG PCH/CI4C SEON - 58307 FROM GA Cp�, SPACING 24.0" Scale =.3125"/Ft. REF R427--76836 DATE 03/13/02 DRI4 CAUSR427 02072021 CA -ENG PCH/CI4C SEON - 58307 FROM GA (SCH00211-LEE - SCHOOLING - 85 22'6" MHIP 16'6"SB TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 l'IEDS*2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN -FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONSIEVERY -4:00 FT -TO -FL -AT — TC_-AT--TACH-2x4+LATERAL-BRACING-TO-FLAT-TC-@'24"-OC l•IITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB-91_13,2.1(FIG.33), OR Dl -IG. BRCALHIPO699. SUPPORT HIP -RAFTER -WITH -CRIPPLES AT 5_7=14 OC. - RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W2.5X4(Al) - L<-2-0-0-ZJ PLT TYP, Wave TPI -95 89 Loren A g."%e, Chico CA 95928 = ZALPINE Alpine Enginecred Products, Inc. Sacrwncato, CA 95828 IJ3X4 W 2 . 5 X 4 6 F Wl.5X4 III THIS DVIG PREPARED FROM COMPUTER INPUT (LOADS C DIMENSIONS) SUBMITTED BY TRUSS MFR J(A)-CONTINUOUSLATERALBRACING-EOUAL'L'Y-SPACED-OBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X6(R) W1.5X4 III (A) 8-3-4 L ' 142. 5X4 = 142 5X4- 8-6-4 7-11-12 2-11-6B-6-4 7-6-8 3-4-10 L_ 16 6-0 I 2 11-6 I R=767 W=5.5" 19-5-6 Over 2 Supports R=577 ' BUTTE 7 G DEP4 ,zr j. ^ Design Criteria: TPI STD UBC " NARfII ND •' TRUSSES REQUIRE EXTREME [ARE III FABRICATIOtI, HANDLING, SKIPPING. INSTALL IRG ACID BRACING. 19.5c CA - 1 - F Scale =.3125" Ft. REFER TO HS(HANDLING INSTALLING Atli) BRACING), PUBLISHED BY TPI (TRUSS PLATE 10STITUTE, 583 D'OHOFRIO DR., SUITE 200, MADISON, HI 53719). FOR SAFETY PRACTICES C p TC L L 16.0 PSF R E F R427--76837 PRIOR TOQ.QfE'Ss� PERFORMING THESE FUfICifOfls. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED `S TR UC TUR AI PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �y� {�" l� T C D L 1 Q . 0 PSF PRODUCTS. INC. SNAIL FURNISH OF IBLEIS DFOR GIIA ALPINEF TO IDEYI ITIONLFRONlITH r cif NOTA BEDRESPONSIPY AHE IY /STDE SIGl; A(LUREENGIREETOD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, yg1�~ BC DL 7.0 PSF DRI.1 CAUSR427 02072022 HANDLING, SHIPPING, INSTALLING AND ORACIUG OF TRUSSES, THIS BESIG'I CONFORMS WITH L" S iet APPLICABLE PROVISIONS OF RDS (WATIOUAL UESIGII I SOFD20GATASTMHA653AGR40FOREST AIISTEEI PAPER 'COI11EC70R51 oC r- � BC LL 0 .0 PSF CA -ENG PCH/CWC AREPHAOEOOL GpLV EYCEPTASSOCIATION) AND TPI. APPLYALP COHRECTORS TO EACH FACE OF TRUSS, AILD UNLESS DTHIRNISE LOCATED ON THIS DESIGN, POSITION C011NECTORS * * T 0 T . L D . 33 .0 PSF S EON - 58320 PE0. DRAWIIIGS 160 A.Z. THE SEAL OU THIS DRAWING iIJO1CATES ACCEPTANCE OF PROFESSIONAL EUGIHEEKING RE SP RIISIBILITY SDLELY FOR THE TRUSS [DNPONENT DESIGII SHOWN. TIIE SUITABILITY AVE{ Ai CN11. �� D U R ].. 2 5 t,,t FROM AND USE OF T1115 COfIPOtIE IIT FOR ANY PARTICULAR BUILD IIIG lS THE RESP0115 IB ILITY OF TIIE OU]LD111G RESIGNER, PER ANSI/TPI 1-19 95 SECTION 2. "�Orw��`� r 4 SPACING .FAC - 24.0" GA 0 W w z 0 W T (SCHO021.1-LEE - SCHOOLING B6 22'6" HIP GIRD TOP CHORD 2x4 DF -L ml BOT CHORD 2x8 DF -L #1 :82 2x4 OF -L #1: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. *******`*"*****ADDITIONAL LOADS********************* BC - 3288 LB Conc. Load at 3.00 10 PSF BC LIVE LOAD PER UBC. (J) IIUS28 HANGER REQUIRED FOR REACTION SHOWN AT THIS LOACATION. W3 'r HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR. �--2—C mo plete Trusses RegLiired NAILING SCHEDULE: (0.131x3.0_g_nai1s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: -1 ROW @ 10" o.c. WEBS : I ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. BRACE TOP CHORD WITH PURLINS AT 24" OC IN LIEU OF STRUCTURAL PANELS. W4X6 (R) \\\ W2.5X4 -30 1jUTTF C -0(j . %LOING DL ARN 4 PP's W2.5X4(A1) I 1 4-5-4 �I- - 4-2-4 5-0-12 — 9 3 0 1 4-0-0 I 9-3-0 X22-6-0 Over 2 Supports R=3624 1'I=5.5" - : - -- R-1149 W=5.5" PLT TYP. Wave TPI -9 Lumber 89 Lore Anvenlue, Chico CA 95928 ALPINE Alpine Engineered Products, Inc. Sacramento, CA 95828 R Design Criteria: TPI(STD)/UBC WARNING" TgUSSES —.5"f%TREHE CARE IN FAOR IC ATIOH. HANDL IIIG, SHIPPING, INSTALLING AIID Bn ACING. REFER TO HIB -91 (HANDL IIIG IIISTALL14G AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IHSTITU7E, 583 O'ONOFRIO OR., SUITE 1'DO, MADISON. N1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FURCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PRODUCIMPORTANT— SA II IMC. SITAIL150T AB EOPY OF THIS RE SPONS IB LE OFOR GIIAN Y TO TBE VI ATIONHE LFIT ONf1THISTDESIGO; AANY1lEFAIENGINEERED BUILD THE TRUSSES IN COIIF OR MAllCE KITH TPJ: Oq FABR LC ATING, HAtIDL IIIG. SHIPPIIIG, INSTALLING AND BRACING OF TRUSSES. TIT DESI GI CORTI) WITH APPLICABLE PROVISIOIlS OF HDS (IIA 110NAL DESIGN COIIIIE CTORSSPECtrICATIAREPNADESOFDOr 20GATHE ASTHMA853AGR40RGALV EST A1iSTEEIEREkCE PT1A5100TEDr1D TPI. APPLYALPINE CORRECTORS TO EACH FACE OF TgUSS, AND UIiICSS OTHERWISE LOCATED 01! TIIIS OESI GII, POST T1011 CORRECTORS PER DRAWINGS 160 A-1. THE SEAL ON TIIIS CRANING IIID ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPGNSIOILITY SOLELY FOR THE TRUSS COMPOIlEI17 DESIGN SHOWN. TIIE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR DUILDIRG IS THE RESPONSIBILITY OF THE BUILD11IG DESIGNER, PER AUSI/TPr 1.1995 SECTION Z. C CA 1 - - - F TC LL 16.0 PSF TC DL BC 10.0 PSF x' DL 7.0 PSF BC LL 0.0 PSF * TOT -LO. 33.0 PSF DUR.FAC. SPACING 1.25 24.0" Scale =.3125"/Ft. REF R427--76838 DATE 03/13/02 D R14 CAUSR427 02072023 CA -ENG PCH/CWC SEON - 58358 FROM GA (SCH00211-LEC - SCHOOLING - Cl 30' COMN) TOP CHORO 2x4 DF -L- #1 O 0 801 CHORO 2x4 OF -L W1 1i NFRS 2x4 OF -L Standard 0 0 `1 B= 0 w 15, 0 z 0 T 7 PLATES DESIGNED FOR GREEN LUHRE.R PER NOS -97 (ABLE 7,3-3 ", 1HE HAZIMUM HOR12oNTAL REACT1oN IS 12700 " 142.5X w4x4 1_� S O -U � 5-0-0 i 5-0-0 —� 5 -CI -0 5-0-0 I 5-0-0 10-0-0 Over 2 Sup�po1ls� P,=657 Rh=1271/-1273 111IS RUG. PRCPAREO FROM CONF'fil0k IIEP!lf (LCIMS 6 01.)1(NS)01455 SIIIE%0?114 nT WBS_• NIP. IN LIEU OF SIP.UCTURAL PANELS OR R1G`IO CEiI_I11C; USE PffPlfNS 10 BRACE T<• 0I 24" 0C. (iC @ 72" OC. DEFLECTION MEETS L/240 LIVE Arlo L/360 TOTAL LOAD. TRUSS TRANSFERS 127.00 PLF ALDrtG TOP (110RO 1HROUGII TRLISS TO SUPPORI(S) WHERE T)101C.ATE.D. DIAP11RAGM AND CONNECTIONS ARE TO Of. DLS!GNED flY ENWNCEP• OF RECORD. ;4<DRAG TRUSS>:i 2-10-3 g-� -suTTE ►_ 3UIL . COU, �P�� PLT T1'P. Wave TPI -95 R Design Criteria: TP3;STDXJ_UBC LonRCelbn'LTfnAa "KMatxfi^ letlslZ7 nfta/RE EV7PENf CALF In fAgRlCAllot, NAR011R6- TI:IPI]L'f. IxSTLll1Y.L no l R9 I -J Allenuc, Chirp CA 9592R CI(ACIIG. NE`lfs TO NIR -91 (HA10_1Nt IK:fAUJOIr ARO 941110CI- PUD(f3RI.O pT Til (TPOSS PCATC t. lYCT1T(Iff, 5ES O.ONOFRIO OK., SCII? Yt10. IfADISDR, bl 53TI31. FOR SAFFrT PP,ACTICES PNIUR TO i[NCUINIP6 THESE rONClIaKS. USt(SI OTHERWISE INDICATED, SOP CROU) SNAIL HAVE PROPERLY ATTACNEO S71W IFIX PAJEIS, BOTION CKORO Sf:fil KAYE C r4rOpfeLT ATTACHED, R161O Cfll 1pC, cl " IKaOR'ANY-• TV1tilMI A COPT Of 711fS 0_3161' TO TXF 1RSTALI.AT IDV (ON7RACTOE. Al P]xf EHLINEEi:(11 /]COTCT I, InC. SN ACI COT of PC Vol S(bLE ICA AV,T OCIIATIOR IRCiX THIS Ot SILN: AN7 FAILURE To 7 e BUSCO T1[ 1ROS 5?S SI COIFDkHAACC 61TH TPI; OI fAOR ICATIN6, HA1011 N6, SKIPPING. 1nSIMI I"K AHO AL P 11� E J SCA_11G Of fp L'SSf S. THIS OZSl6l 060: alINS NI7N APPL (CIOLa Sjp1I )I UKS OF NOS (RAI IORFL OES ICK 1 G SPffIf ICAT f01 iUOI]SNfO NT THE fJ4�K Cr,A} Int(S1 PAPER AS AUU 1- APf 32 2(10 j �----� (OtIYGIOCS ARt CAS( of ro6A A-ra. t6S3 c110 6AIC. STEEL. CICEPT I.S. POTEU. APP(f 'COHREC70C5 tO f A(.1 1A_E U; lpUS1- ANO UUL(SS OTE RVISr 1010F0 Or. THIS DEStCt. POSITION CUNNCCTOES PCF: p1AYla65 J60 A-1. 'i" OS THIS OAAirm 110SCATES ACCCPTAACE Of PAOfrSSIOIAI EN6INECA1111; �„Q Ctf✓jL P AlpinrEngirlectntlPlodu (s, I., AfSPnKSill. T 101,11-11"4 7Nf 111151 COXpon(al C•ESE6N SHOW. Tt(; SUI:AT11111 f.l'D tS( Of 11115 SD amN:uto-Cn956�E Cul(PORfKF FOR Aar PAD.: OCT 0 L11LLOrKL IS T!f Rt6V04339113IT or TR_ 11101EotXd OrSmliffl. Pf/ l-M�ppCA1Sf _ -_�-- AlVPI ).199S _!CrFOt Z. CA/-/1L_L_/.1' TC LL 15.0 PSF TL DL 10.0 P1'F 8C UL 7.0 P S F ©C 1_L 11.0 P TO DLIR.VAC . l .25 SPACING 2.1.0" _Scale =.375"/Ftp REF -_R427 2991_a -- OATi 04/12/(?2 DIRW CAUSR427 02102006, -t:.4- F WG N4i JGNN- SEON - 60613 (SCH00211-LEE - SCHOOLING D1 46• HIP 6SB) TOP CHORD 2x6 OF -L -#2 :T1 2x4 DF -L #1RIBet.: :T4 2x4 DF -L #1: CD BOT CHORD 2x6 DF -L ;U2 :B2, 84, 86 2x6 DF -L SS: '1 0 WEBS 2x4 DF -L Standard :1414, W15 2x4 DF -L #1: T 0 '-1 00 M CD Cn w CD <r r -I -1 0 M O PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ***************ADDITIONAL LOADS********************* TC - 16 LB Conc. Load at 40.00 BC - 1485 LB Conc. Load at 23.50 A] HIP SUPPORTS 0-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. BRACE TOP CHORD WITH PURLINS AT 24" OC IN LIEU OF STRUCTURAL PANELS. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUB141TTED BY TRUSS MFR. 3iC6mplete Trusses Requirr.ed .NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. (DARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. (H) RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM 413X10 CHORD.(HUS26)24"O.C. SEE SIMPSON CATALOG C-2002. 143X8 = 412.5X4 W3X6 _ 414X4- 6 r 143X4 Ea W5X6 E1l1417(-W15 W4X12 =— 4l4X4o 1 6 l W3X10 = 144X4 = W4X6 (A1)�= 143X10 = B2 12 143X8 =— W3X8 = 12 �T 145X6 = W8X8= STD)/UBC UBC �`NARfII RG "' TRUSSES REOUlRE E1 Tfl ENE CARE IN A, IIANDLING, SHIPPING, JIISTAILING AND BRACING. REFER TO HIB -91 141OX10 W3X8- 2-0-0 W12X14 - W6X6= W4X6(A1) 3-1-8 2-3 4 4 7 04-7-11 4-s-12 4-5-12 1-6 4 4 4-9 4-2-13 L5-0-O.�Dy 2 -7 -0 2-3-4 3-1-8 2 1 3 2 4 7 8 4-5-12 4 5 12 1i-9-0 4-5 12 1 8- O -d-1312 2�-3- 4 2 13 4-4 9 3-2-11 O A 8 12 5 4- 25-2-0 L_ 1 a 0 10-8-8 6-0-0 1 0 0 8-1-8 46-0-0 Over 2 Supports ON TN]S DE SIGH; ANY FAILURE TO 0 A THE TRUSSES IN CONFORMANCE VITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. TIIIS DES IGII � R-2283 W=5.5" . CON FORITS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN PECIFICATB 0 IT PUBLISHED THE PAPER AGR<OFOREST ASSOCIATIION) AND TD. 6 3 C L L 0 . 0 P S F R=3529 W=5.5" D( 3Ulta Aa !1 0��G� Note: All Plates Are 411.5X4 Except As Shown. PLT TYP. Nave TPI -95 R Design Criteria: TPI Longfellow Lumbcr 89 Loren Avenue, Chico CA 95928 STD)/UBC UBC �`NARfII RG "' TRUSSES REOUlRE E1 Tfl ENE CARE IN A, IIANDLING, SHIPPING, JIISTAILING AND BRACING. REFER TO HIB -91 19.5c CA/ CA (HANOLING IHSTALLING AND BRACING). PUBLISHED BY TPIUSS PLATE INSTITUTE. S83 O'ONOFRIO OR.. SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESEPANEL FUNCTIONS. UNLESS OTNERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS �QQ �QF E S7��i W `�' C/jI TC LL 16.0 P S F T C D L BOTTOII CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT* .Q3� �L7 10 .0 P S F FUR Nr SN A COPY OF THIS DESIGN TO THE INSTALLATION COO TRACTOR. AMITE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATI011 FR 13 y B C D L 7 O P S F ALPINE ON TN]S DE SIGH; ANY FAILURE TO 0 A THE TRUSSES IN CONFORMANCE VITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. TIIIS DES IGII � 45 ' . CON FORITS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN PECIFICATB 0 IT PUBLISHED THE PAPER AGR<OFOREST ASSOCIATIION) AND TD. 6 3 C L L 0 . 0 P S F AIPine En IfIC. SOMMento, CA958N CONNECTORS ARE 20GAASTMMA657 API. ALPIPPLY NECTOflS TO GALV AIISTEEL EXCEPT EACH FACE OF TRUSS, AND UNLESS OTHERVISE LOCATED ON THIS DESIGN, POSITION COHIIECTORS PER DRAWINGS 160 A•2. THE SEAL ON THIS DRAVIIIG 11101CA7ES ACCEPTANCE OF PROFESSIONAL ING111EERIIIG EIITTI FOR RESPONSIBILITY PARTI CULAN OR TTRUSS HE COMPO ItUILDI 11G D IS OTHE TDESIGN SHOWN. THE RESPONSIBILLITY OF THE BUILDIINGIDESiGtlER SEPEfl THIS At151/TPI 1.1995 SECTION 2. _ # -L� _N%r _c A CIYt1. .111 QI �„L��O Y TOT. L D . 33. 0 P S F D U R .FAC . 1 . 2 5 SPACING 24.0" Scale =.125"/Ft. REF, R427--76841 DATE 03/13/02 DR W CAUSR427 02072042 CA -ENG PCH/CWC SEAN - 58578 FROM GA N .-i C3 9 T (SCH00211-LEE SCHOOLING 02 46' COFF/HIP 8S8 TOP CHORD 2x4 DF -L #1&Bet. :T2, T3 2x6 DF -L SS: BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard :110 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. 'BRACE_TOP CHORD WITH PURLINS AT 24" OC IN LIEU"OF STRUCTURAL PANEL I W4X4 (R) W4X6(Al) 22 0j 141.5X4 III 2-2-12 W 3 X 4 W4X4 T7 W2 .5X4 = THIS DUG PREPARED.FROM.COMPUTER INPUT' (LOADS --A DIMENSIONS)-SUBPIITTE7J BY TRUSS IIFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON_ MEMBER—/ IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC ® 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 143X4 143X4= I,1c;yr 148X81 BUT. T. E COUNTY -�U d LD I G ®EPAIRTMEN-1 4110 T1W1.5X4 III III 7Xtl W8X12(R) o rE IE 5-0I 5 11 9 I 5-9-13 1 5 8-1 3 Z-2-12 1 b-4-0 1 8-0-0 5-11-9 1 5-9-13 3 F 5 9 13 PSF !t y�1p 30-0-0 1 0 I 25-2-0 1=6' co c -'D I F--46-0-0 Over 2 Suppo ,, R=1376 W-5.5" 45 * FC BC TOT.LD. DUR.FAC. SPACING .4 Cn :4 w PLT TYP. 14ave TPI 95 R Design Criteria: TPI STD UBC LOngfeDOLv LwnbeT "MANNING•'' TRUSSES REQUIRE EXTREME CARE IH FABRICAT1D11, HANDLING, SHIDpI11G, INSTALLING AND 89 Loren AV, Chico CA 95928 BRAC INC. REFER TD HIB•9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPJ (TRUSS PLATE 111STITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, 111 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUI)CTIONS. UNLESS OTHERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT" FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR, ALPINE EIIGINEERED N PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 111 CONFORHAIICE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND ALPINE \ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGII M SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ,-{ CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO \ EACH FACE OF TRUSS. AND UNEAL LESS OTHERVISE LOCATED OUG 111 N TH15 DESIGII, POSITI 011 C011 NECTORS PER 0-�13 Alpine Engineered Produc(s, Inc. RESPONSIBILITY SOLELYTFOR STHE oilTHIS COMPONENT DESIGNTSHOWgCEPTA7NE SU ITAB ILITYE OF PRO OAND USE IIEERJNG $BCLDTnenIO, CA 95828 CoHPONERT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SUITABI DESIGNER. PER ANSI/TPI 1-1995 SECTIOU 2. W6X12 = WU12(11) iii W 8 X 8 - W4 -X HX8- 5-2-85 2 8•T-'�3-12-9-4 i-4-4 5-4-4 p'09c1 10-127 10-8-8 1.0_ R=1764 W=5.5" 19.5c CA 1 - - F IFESS/0 TC LL 16.0 PSF !t y�1p TC DL 10.0 PSF ar BC DL 7.0 PSF 45 * FC BC TOT.LD. DUR.FAC. SPACING LL 0.0 33.0 1.25 24.0" PSF PSF 'C) 2 - W1 -5X4 III W4X6 (Al) L:* --5-0-0 SIE o 5-2-12 I 5-2-12 -1 8-0-0 B-1-8 1 Scale =.1875"/Ft. REF R427--76842 DATE 03/13/02 D R N CAUSR427 02072026 CA -ENG PCH/CWC SEQN - 58499 FROM GA 00 —1 0 T (SCH00211-LEE - SCHOOLING D3 46' COFF/HIP IOSB TOP CHORD 2x4 DF -L #1&Bet. :T2, T3 2x4 DF -L #1: BOT CHORD 2x6 OF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. BRACE TOP CHORD WITH PURLINS AT 24" OC IN LIEU OF STRUCTURAL PANELS. W1 .5X4 III W4X6(Al) W3X4 1.15 X 6 = z o 0 W3X6 2 2 l2 3-0-12 7-10- I12 -2-12 E1 T-4-0 7-10- 1— 10-0-0 I 25-2- R-1388 W=5.5" W3X4 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR f(A)—CONTIN000S LATERAL BRACING—EOUAL'LY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. BUTTE C�/'�i �V I6�j „ L -y W TME W7X8= W4X6 YIbAtl 1-1 W10X14 (R) 7-7-0 7-8-12-1-1-0 26-0-0 70-:-0- Over 2 Supports PLT TYP. Wave TPI 9FRESPOIISIBILITYSOLELY Design Criteria: TPI STD UBC Longfellow Lumber RNING•'' TRUSSES REOU IRE EXTREME CAPE IN FABR ICAT[00, HANDLING. SHIPPING, INSTALLING AND 89 Loren Avenue, Chico CA 95928CING. REFER TO HIS -91 (NANOLIUG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TITUTE• 503 O'ONOFRIO OR., SUITE 200• MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO FORNING THESE FUNCTIONS. UffLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED UCTURAL PARELS, 8Or M CII ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PORTANT•• FURNISH A COPY OF THIS DESI611 TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED UCTS. lnc, SHALL NOT BE RESPONSIBLE FOR AIIY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE LO THE TRUSSES IN coNrORHANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING ADD CING OF TRUSSES. THIS DESIGH CONFORMS HITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN IFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY, STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO FACE OF TRUSS, AIID UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION CONNECTORS PER Alpine En INGS 160 A•Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE or PROFESSIONAL ENGINEERING P gineered Products, Inc.OIISIBILITY SOLELY FOR TIIE TRUSS COMPONENT DESIGN SHOWN. TIIE SUITABILITY AIID USE OF THIS SOCTalIle010, CA 95828 ONENT FOR ARY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER /TPI 1.1995 SECTION 2. 6-2-8 r_n- W4X4 = W5X8 (R) /// W5X4 (R) W5X4 (R) /// i:> 3 W8X12(R) /// "" W6X8 = ' W4X6(A1) �-----5 - 0 - 0 4 9 4 2-0-4 j -§_b2 7 8 8 12 5 7-12 1-0- -10a. 5-2-12 1120-0-0 10-8-8 1.0_ 8-1-8 R=1752 W=5.5" 19.5c CA - 1 - F Scale =.1875" Ft. FES SIp TC LL 16.0 PSF REF R427--76843 y TC DL 10.0 PSF DATE 03/13/02 ar• BC DL 7.0 PSF DRI -1 CAUSR427 02072027 45 it 'C BC LL 0.0 PSF CA -ENG PCH/CWC TOT -LD. 33.0 PSF SEON - 58511 DUR.FAC . 1.25 FROM GA SPACING 24.0" 1 (SCH00211-LEE - SCHOOLING D4 46' COFF/HIP 1258) TOP CHORD 2x4 DF -L ;L1&Bet. :T2, 73 2x4 DF L1: BOT CHORD 2x6 DF -L #2 rn WEBS 2x4 DF -L Standard CD PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. BRACE TOP CHORD WITH PURLINS AT 24" OC IN LIEU OF STRUCTURAL PANELS. w 142.5X4 iZ-i 6 r— z 144X4(R) \�\ W W z ai i W4X61!5X4 2L o 0 J W1 .5X4 III THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W 3 X 4 143X8 W06W5X4 (R) III W3X8 = 1!3X8 0 T2 T3 - `=3v 12 141.5X4 III W3XB = W5X6 = W1 .5X4 III W6X8 W8X8 (R) \\\ 2-2-12 CD E 4-0-12 �I 4 0 12 '1_ 5-3-h _{F 6-10-8 31_ 6-7-0 1-4 I 12_� 2 12 12-0-0 5 3 4 6 10 8• r 6-8-12 0 22-0-0 25-2-0 5-2-8 p 4 -0 - co L✓ F V-0-0 'D PSF X46-0-0 Over 2 Supports 10.0 cc R-1383 W=5.5" PSF 8C LL 0.0 PSF TOT.LD. rn PSF DUR.FAC. 1.25 D4 -SPACING 24.0" C w PLT TYP. Nave TPI -95 R 00 Design Criteria: TPI STD UBC ' Longfellow Lumber 89 Laren Avenue, Chico CA 95928 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HA11OL111G, SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANDL111G INSTALLING A!!D BRACING), PUBLISHED BY TPI TE INSTITUTE. 583 O'ONOFRio DR.. SUITE 200, MADISON. SS ATO HI $3719), FOR SAFETY POACTICESUPRIOR P E11FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL .STRUCTURALHAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Q N FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT h C:1ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO UILO THE TRUSSES IN CONFORMANCE \ WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH k +) APPLICABLE PROVISIONS OF IIDS (NATIONAL DES)GH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER 09 .-4 ASSOCIATIOII) AND TPI. ALPIIIE CONNECTORS ARE MADE OF 20GA AS7M A653 GR40 GALV. STEEL. EXCEPT \ AS HOTED. APPLY CONNECTORS TO EAC 11 FACE OF TRUSS, AUO UNLESS OTHERWISE LOCATED Oil THIS DESIGN. POSITION CONVECTORS PER CD Alpine Engineered Products, LIC. DRAW ACCEPTANCE PROFESSIDUALENGINEERING RESPONSIDIL/TY SOLELY EF STNE EAL 7RU551 $OG70IIlenlO, CA 95828 OR COHPAWI;7G UESIGNTSNOHIIE SUI USE OF THIS COMPO!lENT fOR AIIY PARTi[UI t! AR BUILDING 1S THE RESPONSIDILITY OF THE BUILDING DE SI Gq ER, PER ANSI/TPI 1-1995 SECTION 2. BU7"E COUNIry 1LDING DtP4R'r AjMj A PPR()1k W5X4 (R) /// 15X4 6 /// � 6 Dq 12 L ' 1!4X4 = WEIX12 (R) 142X4 N W6X8 = 144X6 (A1) L -5 -0 -0 —I? -o -D I 4-2-8 Z 4-2-8 10-8-8 19.5c fES ,,yy a 7 P 3-7-0 2 9 0 5-2-12 2-5-4 1-0- 2-10 12 p 5 2-12 11--0 1L U 8-1-8 R=1757 W-5.5" CA - 1 - - - F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF 8C LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 -SPACING 24.0" Scale =.1875"/Ft. REF R427--76844 DATE 03/13/02 DR W CAUSR427 02072028 CA -ENG PCH/CWC SEQN - 58520 FROM GA (SCH00211-LEE SCHOOLING D5 46' HIP 1458) TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #'1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. 1,14X4 1,13X14 6 r - W3X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS (-(FR. '(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ;114 MEMBER. IN CI-EU—OF-RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE"WARNING" NOTE BELOW. BUILDING DESIGNER IS RESPONSIBLE FOR CON NTIONAL FRAMING i -DEPAj W3X4 1,13X8= W3X14 W3X6 --1 6 DG 143X6 (A1)�s� W1 . 5X4 III 1,13X8 = W4X6 = IJ3X4 Q W1 . 5X4 III W4X6 = V I 1,13X4 i�- W3X10 1,!1 .5X4 III 143X6 (Al) = 2-0-0 1,12.5X4 $ _5 - 0 0> 7-1-8 1 6-5 4 6 4 1 612-5 6 4 1 6-5-4 7-1-8 IZ_2_12T 4-10-12 14-0-0 6-16-8 5 10-13 6-2 5 5 10-13 6 10 8 I I 5-2-12 18-0-0 14-0-00 46-0-0 Over 2 Supports R-1707 W=5.5" R=2136 1.1=5.5" EP LLL TYP- Wave TPI -95 R Design Criteria: TPI STD ZUBC Longfellow Lumber •BRACINGNG•REFERTRUSSES EXTREME III 89LoreDAvenue, Chico CA95928 I ILISIIED 1((TRUSSI1PLATE 19.5c CA/- 1 - - F Scale =.1875" Ft. H1Bp93UDSHANOLIN6IIISTALL[IIGAAl110 BRACIIJIG)�A7IPUBDL BYPIIIG,TP] IIIS7ITUT,, SBJ O'O!lOFR10 OR„ SUITE 200, MADISON, N7 53719), FOR SAFETY PRACTICES PRIOR TO PER FORM FESSI�A� TC LL 16.D PSF REF R427--76845 I IIG THESE FUIICiIOIIS. U!lLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STR UC7UR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. RG. "•IMPORTANT" {� �if, TC DL 10.0 PSF DATE 03/13/02 FUflN1511 A COPY OF THIS DES I GII TO THE IIISTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL HOT BE RE SPDNS1BlE FOR ANY DEVIATION FROM THIS DESIGII: AIIY FAILURE 70 COTHOSNOES]GIIICOIIFORHSTH TPJ; a r. i BC DL 7 .0 PSF DRI -1 CAUSR427 02072029 ALPINE BRACIIIGHOFTTRUSSE5IN HAIIDLIIIG. SOfP/DSG(NATIONALIIIG OWITNAAPPLICABIE w• PROVISIOIISBRICATING OESIGM SPECIFICATION PUBLISHED BY THE AMER ICA II FOREST AVD PAPER B C L L D. D P S F CA -ENG PCH / C1JC ASSOCIATIOII) AND TPI. ALPINE CONVECTORS ARE HARE OF 20GA ASTM A653 GR40 GAL Y, STEEL, EXCEPT AS NOTED. APPLY COUNECTORS TO EACH FACE OF TRUSS, * * T 0 T L D 33 Alpine Engineered Products, Inc. $BL7Dmenl0. CA 95828 AND UNLESS OTHER MISE LOCATED Oil THIS DE SIGU. P051TION P RD, CORRECTORS PERlflAIIIIIGS RESPONSIBILITY SOLELYTHE FOR STHE TRUSSON I COMPONENT OES,GNRAVING INDICATSNONIIrEPTATHE SUITABILITYESSIOA14D USEIOFETHIIG IS COIIPOIIENT FOR AMY PARTICULAR BUILDING IS THE RFSPONSIBILITT OF THE BUILDING DESIGNER, PER All SI/TPI 1-1995 SECTI OV 2. 99 A s �Ffit~ v t� • ��r CA- n�1 . . D U R .FAC . SPAC !NIG .0 1.25 24 _ 0" PSF S E Q N - 58533 F ROM GA (SCH00211-LEE - SCHOOLING D6 46' HIP/BASE 18SB) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 r+ WEBS 2x4 DF -L Standard N 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PIIEPA13ED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS 14FR. r—(A) CONTINUOUS LATERAL_BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD, WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. 10 PSF BC LIVE LOAD PER UDC. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING.-TC,OF TRUSSES. SEE "WARNING" NOTE BELOW. TRUSS -AND jAtKS`TO-HIP-RAFTER `SUPPORT -EXTENSIONS EVERY 4.00 FT TO FLAT - a TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d.NAILS AND BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. EWz, DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORTI TRUSS SUPPORTS 240# MECH UNIT; UNIT CENTERED AT 13-0-0; SUPPORTED BY TC: z t- HIP RAFTER WITH -CRIPPLES AT 5-7-14 OC. - -- =� _ UNIT 4JIDTH 2-4-0; SUPPORTED BY 3 TRUSSES. r • 142.5X4 W4X4 W3X8 - W4X4 W3XF 143X10 (63) 2-0-0 643X8= N!gA0— W2 -5X4 p\ 143X6(A1) �5-0-0— 2-0-0 6-3-3 5-8 11 5 6 15 5-5 4 �I_ 5 5-4 ��_ 5 6-15 5-8-11 1 6-3-3 9-1-8 8-10 8 5 0 0 1 5 0 0 I 8-10-8 T- 0 12T 5 2 12 I L 18-0-0 1 10-0-0 ► 18 03 i R-1801 W=5.5" 6-0-0 Over 2 Supports R=2212 G �JNTY SUILDING DEPART PLT TYP. WTPI-95 R Design er Lon:JDRANINGS Criteria: TPI STD UBC *'NARNING— TRUSSES 19.5c CA - 1 - - F 89 Loren ACA 95928 ROME EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. NEFER TO 4IR-91 (HANDLING IIISTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR., SUITE 200, MADISON. U1 53719), FOR SAFETY PRACTICES TC LL 16 .0 P S F PRIOR TO PERFORHING THESE FUNCTIONS. UNLESS OTHERHISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ��,OFESS/p,� 0e T C D L 1 0 0 P S F RIGID CEILING, ''IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREOagC PRODUCTS, INC. SIIA LL NOT BE RESYOxSIBLE FOR AIIY : �� DL . DEVIATION FROM THIS DESIGN; ANY FAILURE TO COTHISNANCE TPI: AND (� �" teA 7 .D PSF SRACTIlGHOFTTRUSSES.N DESIGNITH CONFORMSOUITHAAPPLICABLE PROVISIONSSOFPIDSG(NATfONAL1NG DE5[GN PMADESOFD BC LL O.O PSF CONNECTORSICATI AREON BY PAPER I LPINE1€amEACH TAPPL 2OGATHE ASTMIIA653AGR40REST GALVAI1 STEEL. EXCEPTD ASI NOTED'1O FACE OF TRUSS, AIID UIILESS YACOIIIIE CTORS TO * LD. 33.0 Alpine Engucts, Inc. .SOcra28 OTHERWISE LOCATED ON THIS DESIGN, POSITf. CORNECTCONORS PEOTOT. RESPOIISIBILTTY SOLELYTFORHE STHE EAL TRUSSICOMPONENT DES1Gr) SHOWG INDICATES NCEPTATIE SUITABILITYE OF OAND USEIOFETHIIS COMPOt1ENT FOR All PARTICULAR BUILDING IS THE RESPONSIBILITY Or THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTIOU 2. /L� (� �wr CA��`� D U SPACING R . FAC . 1.25 24. 0" PSF Scale =.125"/Ft. REF R427--76846 DATE 03/13/02 ' DR W CAUSR427 02072030 CA -ENG PCH/CWC SEON - 58548 FROM GA T (SCH00211-LEE - SCHOOLING D7 46' HTP/GIR TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1&Bet. :82 2x6 DF -L SS: :B3 2x6 DF -L #1: WEBS 2x4 DF -L Standard :1'112 2x4 DF -L ml: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ***************ADDITIONAL LOADS********************* BC From 359 PLF at 20.00 to 359 PLF at 28.08 BC From 377 PLF at 28.08 to 377 PLF at 36.00 BC - 2864 LB Conc. Load at 19.58 BC - 730 LB Conc. Load at 37.00 10 PSF BC LIVE LOAD PER UBC, r •(H) RECOMMENDED CONNECTION FOR TRUSSES FRAMING TOTHE BOTTOM-, CHORD.(LUS26)24"0.C. SEE SIMPSON CATALOG—C-2002.- W) HUS26 HANGER REQUIRED FOR REACTION SHOWN AT THIS LOACATION. 145X8 W3X8 W 2 . 5 X 4 W2X4(C2) = 2-0-0 145X8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS I•IFR 2 Complete Trusses Reguired�' NAILING SCHEDULE: (0.131x3.O_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 6" o.c. WEBS : 1 ROW @ 4" o.c. USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS -L1240 LIVE AND L1180 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. BRACE TOP CHORD WITH PURLINS AT 24" OC IN LIEU OF STRUCTURAL PANELS. W4X6(A1) W5X6 \\\ 45-0 0__j ' �H �0-0-0 6-7-0 6-0-8 5-10-12 4-5-12 4-5-12 1 S-10-12 6-0 8 �I_ I 31E 16 6-7-0 1 6-7-0 6-0-8 6-4-0 4-0 8 4 o B� 6-4-0 T 5-2-12 - I 18 11 8 8-1-0 18-11-8 1-4 4 L 46-0-0 Over 2 Supports R=4849 W-5.5" R=7767 I'1=5.5" PLT TYP. High Stren 89 Loren Longfellow ber CA 95928 ALPINE A1Pine Engineered Products, Inc. Sacramento, CA 95828 D7 UILDINGDcp sCriteria: TPI STD UBC h.Wave TPI -95\R DeXTREME *IIC 19-5c CA R, INign cT_ AND 11(TRUSSI!PLATE NSTI ITUTE REFER R TOtS HIB -91 IISTALLIIGA AND BRACATIOING). 1 - - - F Scale PUBLISHED BY TPI INSTITUTE, 5113 D'ONOFRIO DR., SUITE 20D. MADISON, WI. 53719), FOR SAFETY PRACTICES PRIOR TO PERF ORTI I IIG THESE FU11C 710115. UNLESS OTHERWISE eQF ��` !e*l- TC LL 16.0 PSF REF R427--76840 INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED "STRUCTURAL PANELS, BOTTDN CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT"" W1�r W. t� T C DL 10.0 PSF DATE 03/13/02 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED INC, LL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGII; ANY FAILURE BU BUILD S. 7 f4 3 E ITAPPLY B C D L 7.0 PSF D R W ES TO i TIIE TRUSSES IN CORFONHAOCE WITH TPE; OR FABRICATING. HANDLING, SHIPPING. INSTALLING ANDLU BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS C3 4Y 45 r CAUSR427 02072025 CONNECTORS I ARE P PUBLISHEDOF NDS (NATIONAL DESIGII PAPERAND SOFD20GABY TASTHHE HA653 AGA40RGALV .EST 4 t15TE REXC ACONNECTORS 6*1 BC LL 0.0 P S F CA -ENG P C H / CI4C EL EPTIASIIDIOTE EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON EL, DESIGN, PNOTED.11 CONNECTORS ECT i0 ONPER DRAWINGS 160 q•I. '� TOT - L O . 33.0 PSF S E Q N - 58550 THE SEAL 011 THIS ORANING IND ACCEPTANCE OF PROFESSIONAL EUGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS C014POIlElIT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS 4F Cnm. � c D U R . FAC . 1.25 F ROM G A THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. r ` Or CA`,`��� SPACING 24.0 " (SCH00211-LEE - SCHOOLING E1 23'6" MH1P 6SB TOP CHORD 2x4 DF -L #1 :T2 2x4 DF -L #I&Det.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. $1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS, CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24' OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.](FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. 143X6 143X8 = THIS DWG PREPARED FROM_COMP_U-TER�INPUT _(LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS_LATERAL„BRACING,EOUALLY-SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X8 = W2_gYA =_ 144x6 = N4A0 Lz-2-0-0>1 L<2-0.01 5-6-12 6-0-5 .6-0-5 5-10-9 6-0-0 5-7-1 6-0-5 3-7-13 2 2 12 L 6-0-0 I 17-6-0 Lr 23-6-0 Over 2 Supports R-1518 W-5.5' R=1954 W=5.5" 4� / T 3-0-4 5 X 4 III BUTTE COUNT y 301.WING acPAR , EN .4 PP 0V/ PLT TYP, Wave TPI -95 R Design Criteria: TPI STD UBC **WARNING'* 1 9 5 Mr. ow LJunber 89 Loren Avenue, Chico CA 95928 TRUSSES REOUrRE ExTRENE CARE IN FABRICATION. MA170LING, SIIIPPING, 10 STALLIIIG AND BRACING. REFER TO HIB•91 . C C A - 1 / - / - F (IIAHDLIDG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OROFRJO OR., TC LL 16.0 P S F SUITE 200, HADISOR. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. U'h ESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY p �y T C D L 10.0 P S F tSTRUCTURAL ATTACHED RIGID CEILING, P DUCTS, INC. 'IMPORTANT" FURPISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED LL HOT BE y NBBlUZOI ANY THE TRUSSESAIN CONFORMANCE OWITH LTPI OROpAI1rABRICATING,1 At 8 C D L 7.0 P S F ALPINE ORA 11,HANDLINGS SHIPPING. INSTALLINGEAND OSPECIFICA7RA[I116 OF TRoilUSSES. TH DESIGN CONFORMS WITH APPLICABLE PROVISIONS ?� G7 45 OF NDS (NATIONAL DESIGN BY EST AND r 9 B C L L 0.0 P S F PAPER I t ASSOCIATION)AND CONNECTORS AREPMADESOFDT 20GATASTHIIA653AGR40RGALV. STEEL. EXCEPT ACONNECTORS Alpinc Engineered Products, SBcramcato, CA 95828 AS APPLY TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RESPONSIBILGS ITY SOLELYTHE FORSEAL ON THE TRUSSICOMPONENT DESIGNIUG TES SHOWNCEPTANCE OF THE SUITABILITYOAND USEIOFETH115 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SUITABILLDING TY AN USE ANSf/TPI 1.1995 SECTION Z. PER * /L A* r'M1' v w■ t CAt�f TOT. D U S _PA L D R .FAC C I NG . 33.0 . 1.25 24 . 0" P S F Scale=.25"/Ft. REF R427--76847 DATE 03/13/02 DRW CAUSR427 02072040 ' CA -ENG PCH/CWC SEON - 58555 FROM GA T (S0I0O211'LCE - SCIIOOLING - F1 13' C(U4N) POP CHoRu 2x4 DF -L *1 1107 CHORD 2x4 OF•L 91 WEBS 2x4 DF -L StarlUard PLATES OESIGt4ED FOR GREET! LUMBER PER 14OS-97 TABLE. 7.3.3. TRUSS TRANSFERS 69.23 PLF ALUNG TOP CHORD THROUGH TRUSS TC 51UPPORT(S) WIIERE INDICATED. OIAPIIRAGI•I AIIO CONNECTIONS ARE TO BE O£SIGNEO ISY --NGINEER OF RECORD_ <<<DRAG TRUSS))) 144X.4= Tfi!; UV,G ITREI'Y.RFD Fe011 COUP01IR IfTP1-'I ((p!.US X ItSr1C r:S I pfhC) iJ11<1'TFU IST iR0I '- Fif N, IN LIEU OF STRUCTURAL PANELS OR P..1610 CEIL1416 USE. PURLINS 10 BRACT 1C 0 24' OC. 6C Cd 72' OC. DEFLECTION FIEEIS L1240 LIVE AND 4-1160 10TLL LOAD. 1C PSF BC LIVE LOAO PER UBC. 1HE MAXIM101 HORIZONTAL REAM ON IS 1038- �* �--2-0-0----• 6-6-0 I; 4-S_ 7-I0 5 6.6-0 6-6-0 lam- 6.6-0 .I_ 6-6-0 ----13-0-0 Quer 2 Supports R-844 W=5.5•' Rh=)0391-1039 PLT TYP- Wave TPI -95 R Design Criteria: TPI(STU}JUBC I o(Igfel)aarLlDoaxr " 4ARN ING- [PUSSES R(arm flTAl Hr EWE to fAARSLAISQM, REL'o11M6. SMIPPfR6. fASTAILfltG ARC 89L«rnA3enue,Cili�CA959�8 8Aa(W. P.EFfS TO K16-41 (MATOIII'1 IRSIALLING AMD ORACING), P(allSVO 1:1 TPI (TRUSS PLAT( 1RTT ITOTf, IS3 0-OI'Oft 10 Or..,, St'/ll 200, NAn ou. YI 53119), 000 SArf Tt PtACTICES PR1p6' 10 Pfal<a 106 TMESE fUNCi IONS. UNLESS OTMf RM1Sf' SS7ICATEn. SOP CHORD Stl11L Ktlf IROPKA T ATTACHrn SIRU(I[►Al P;S(l S, 80I TOM CWO SHALL HAITI A PIOPFPLT A71ACMEO RICO C:I_)/::. •`Ir.POOTRA'T'- /U.IYI Sf: A COPT C3 lllS OES16N 70 TMl 11SFALLArIOR COATRACTCC[- ALP1M1 f461I.1"t0 PI DODGES,41CL1 NOT Al RE SPO: STOLE "I I.VY IMI IRON ?Sff wsm,: /.l•E ...LUlf 10 7)Ull9 IME TRVCS(S ]L' CONIORNARrf YfIA TPI; Ol 11. 1Af/1'L. NAR0111G. Sf IP313fE. 1YS ral ISNE Al'0 C7 J. 1 [J T r.l C ta.ACII•f Or TR,USSFS 1X17 Of[16l (liIPORM3 YITN APIL IGAIIIf PgOIIY)OYS Of PDS (NA71 UMAl OFSILR I1 L_1 l '1 ` SPf CIl)CATf0W PUUIISNfO OT TRE t'IfRICAT FOREST AOU PAPIR ASSOCIA7fOY) ARO 1fl. ALPIM[ COR4f<;OP.S PR,f /11.01 01 200A AS(✓. AUT; GOAD GAtI, STEEL'. (KEPT 63 fGi[U. LPfA1' COMIIFCI OLS TO fACN tPA:f 0•f 1GU55. AMO URIESS Gl K!AY'f3f IOCAT(0 OR iN(T Oi SIDS, I�•ff X101' (pl'If CTOES PF it OLAP1A05 160 k-1. TN1 SEAL OA twrS DgAYI RE 11'UICAtE3 aTCCf'TANCf Of EROI!,.-. AAI lULll•fi4.l U6 ALyimFneincewd Pfodacls, LTA,. RrsrorulnIT, Sot Itf FOE IMF TP@SS COMPONENT OtSIGN SMOVL. TM( SLtTr9)L)TT WE. US( Of -Ills ,•w m=lll, CA95(L28 comp('^MT FOA P.MT rafllcOtAP OuT:OfNG IS THC SESPnRSIOh(rT 01 TN( Al(IO)18 o1-lGP1T. P I aASl i:ll 1 1T5'i sf:T10K ). R=649 0=5.5' W ti 4 t hp� 12 1002 \CIVIL, P �OF CALlf 1 -7T I 3-7 3 I 8 -U -f. +_I_ BV7TE CCIJNT-y VILDING DEPA RT�l�f � P P P CAi:_I�_1 TC LL 16.0 PSF -fC L1. 20.0 F'SF NC 01- 7.0 9SF Bt Li- U.0 ?SF TOT.t0 33.0 PSF UUR JAC_ 1.25 - - SPAC11lF: -24 -W. Scale -.-375"/Ft. R.EF RA27 • 249271 DATE N/ 12 /0� Ch' EtOG ;IhH t G!�1? -- SEUN ' 50615 (SCI -100211 -LEE - SCHOOLING - GI 6' MONO GIRD TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L #2 14EBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ***************ADDITIONAL LOADS***'"***************** BC From 456 PLF at 0.00 to 456 PLF at 6.00 RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD.(HUS26)24"O.C. SEE SIMPSON CATALOG C-2002. THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS I.IFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC Ca 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (,11.5X4 III W6X4 (R) 6 1 3-4-3 (H) W3X8III W4X4 MALD'NG W4X4(A1) _ ����rn j 3-5-4 2 5-0 O- -12 3 5-4 2 6-12 6- -0 Ov_e,r 2 Supports R=364-5 W=5.5" R=1485 PLT TYP. Wave TPI -95 R Design Criteria: LongCellowL—II., 89 Loren Avenue, Cldco CA 95928 TPI(STD UBC "WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, IIAItDLING. SMIPPIIIG, IIISTALLIIIG AND BRACING. REFER TO HID -91 (HANDLING IIISTALLING AND BRACING), PUBLISHED 19.5c CA /1 - - F Scale =.375" Ft. BY TPI (TRUSS PLATE INSTITUTE, 503 O'OHOFn10 DR., SUITE 200, MADISON, N1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, oao �/(�` TC LL 16.0 PSF REF R427--76848 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCT Up AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIV `IMPORTANT*' FURUISH y T C D L 1 0. 0 P S F DATE 0 3 / 1 3 / O 2 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC' $HALL JIM OE RESPOtIS]BLE FOR ANY OEVIA7I011 FROM THIS DESIGN; ANY FAILURE TO COTHIOSHDESIA y Ma W $[ BC DL 7.0 PSF DRW CAUSR427 02072031 ALPINE "CEGR COI1FOgHSITH TPIOUITIIAAPPLICABLE PROVIS11G.0NSSOFPNDSG(tlgTt011AL1HG AMD BRAC/IIGHOFTTflUS5E5�N c' p 45 '— DESlGN $PECIFICAiIO11 PUDLISHED DY THE AMERICAN FORE S7 ARO PAPER ASSOCIATION) AI10 TP 1. ALPINE ARE MADE OF 2UHL.GA ASTM A653 8 C L L 0.0 PSF C A- ENG P C H/ C W C Alpine Engineered Products, Inc. $DClemenl0, CA 95828 EACHCORNFACE SE AO GALE. STEEL, EXCEPT AS IIOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DES1G1, PDS1TTOU CORRECTORS PER RESPODRAWIRSIBILGS [TY SOLELY 7FOR HE $THE TRUSS EAL OR ICOHPOUENT DESIGN ING TSHONMES CEPTATIIE SUITABILITYNCE OF DAf10 USEIOFETHIIS COMPOIIEIIT rOR AHY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE OUILDIIIG DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. /� � ` r ��or ta�,� TOT . L D . 0 U R .FAC . SPACING 33.0 PSF 1.25 24.0,E S E 0 N - 58569 F R OM G A SCH00211-LEE - SCHOOLING G2 61 MONO GIRD TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L #2 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. ***************ADDITIONAL LOADS********************* BC _ From ' 214 PLF at 0.00 to 214 PLF at 6.00 RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD.(LU24)24"O.C. SEE SIMPSON CATALOG C-2002. W1.5X4 III W4X4 4(A1) .- �< 3-5-4 2-5-0 0- 3- - 3-�5-4E2-6-121;12 �___6-0-0 Over 2 Supports —� R=870 W=5.5" R=786 3-4-3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS $ DIMENSIONS) SUBMITTED BY TRUSS PIER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 16411BUTTE Lt)fAlT T E COUNTy g Al QED PLT TVP. Wave TPI 95 LongrelloTv Lumber R Design Criteria: TPI STD UBC "WARNING'- 19.5c CA - 1/ - F 89 Loren Avenue, Chico CA 95928 TRUSSES REQUIRE Et TR EHE CARE !N FpBR iCAT 1011, HANDL IIIG, SHIPPING. INSTALLING AILD BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, $B3 O'OHOFfl 10 OR „ SUITE 200. MADISON, NI 5J719), eQfE TC L L 16.0 P S F fofl SAFETY DR AC it CES PRIOR TO PANELTHESE FUNCTIONS, UNLESS OTHER SE IIIDICATED, TOP CHORD SII ALL HAVE PROPERLY AITACIIED STRULTUR AL PAIIEL S, BOTTOH CHORD SHALL HAVE A PR OpERLT Fy T C D L 10.0 P S F •PERFORMING Ail ACHED fl[GI0 CE LING 'IMP ANT- FURIIISII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL HOT BE RESPONSIBLE h Ma 7 3 ALPINE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILBRACINGHOFTTRUSSES. RUSSES COTITSHDESiAll CEGN HANDLING. SOFPNOSG(NAi[ONALINSTALLING TPI; OWiTHft AAPPLICABLE (� r=it BC DL 7.0 P S F CONFORMSITH PROVISIONSBRICATING. 45 r DESIGtAND I SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AIID PAPER ASSOCIATION) B C L L 0.0 P S F AND TPJ. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GRAO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACII FACE * 63Q2 Aipine L'n p gilleercd Products, Inc. 58c19Ir1e1110, CA 95$2$ OF TRUSS, AHD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORAUINGS 160 A-1. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. INE SUITABILITY AND USE Of THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIFTPI 11995 SECTIO„ 2. %� rL ` C/ft,`��� (i� TOT D U R SPACING . L D .FAC . 33.0 . 1.25 2 4 . 0 P S F " Scale =.375"/Ft. REF R427--76850 DATE 03/13/02 DR14 CAUSR427 02072033 CA -ENG PCH/CWC SEAN - 58585 FROM GA (SCH00211-LEE - SCHOOLING - 1-11 HAT TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L fl. WEDS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 = 142X4 (A1) 0-3-8 W2X4 (Al) 0-3-8 4-8-8 4-8-8 x 4-8 8 3-8 10 L_ 4-8-8 I 4 8 8 11 141 j` 9-5-0 Over 2 Supports R-326 11=5.5" R-326 1•I=5.5" THIS ONG PREPARFD FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBF11'ITED BY TRUSS mFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. (jNt�, 4ppk� PLT TYP, Wave TPI -95 Longfellow R Design Criteria: TPI STD UBC 19.5c Lumber 89 Loren Avenue, CbICO CA 95928 "`WARNING-' TRUSSES REQUIRE EXTREME CARE I11 FABRICATION, HANDLIUG, SHIPPING, INSTALLING AND BRACING. REFER TO C A NIFRIO (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPt (TRUSS PLATE II15T1TUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PEAF ��FESS/p,�i, T C L L 16.0 P S F PRIOR TO Ofl W1RG THESE SE FUIICTIONS. UNLESS OTHERUISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PATI ELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT7ACHE0 RIG !�' •_ TC OL 10 P S F 10 CEILING. `IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTAL CATION COIITR ACT OR. ALPINE ENGINEERED 'PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR .y y I 3 .0 ALPINE ANY DEVIATION FROM THIS DESIGN: ANY FAILURE.TOUIL BRAC INGIIOFT7R0SSES.ES 1 COTNOSH n OWITH AAPPLICABLE SOFPUDSG(NATIONALIDESIGO !t3 r yj lT�f BC DL 7 .O P S F DES IGANCE CONFORMS PROVISIIONSG. 45 r SPEC IFICATI PUBLISHED BY THE AMEfl:CAP FOREST AHD PAPER ASSOCIATION) B C L L O.O P S F ARE AND TPI. ALPIRE CO1lNEC TORS ARE RADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED, E� 630.13 Alpine Engineered Products, IIIc. SaCTfln1en10, CA 95828 APPLY CONNECTORS TO DRAWINGS 16 A . 2. EACH FACE OF TRUSS, AI1D UNLESS OTHERWISE LOCATED Of! THIS DESIGN, POSITION COfINECTORS PER RESPONSIBILITY SOLELYTFOR SE L 11 HTHE TRUSS: COMPONENT DESIGN7ES SHOWN. ACCEPTANCE THE PROFESSIONAL USE 10f ETH 115 COMPONENT FOR ANY PARTICULAR BUILDIUG IS THE RESPONSIBILITY OF THE BUILDIUG DESIGNER. PER AIISI/TPI 11995 SECTION 2. CA1.�E T 0 1 D U R SPACING -LD. .FAC . 33.0 1.25 24.0" P S F �4 1 Scale =.375"/Ft. REF R427--76854 DATE 03/13/02 DR W CAUSR427 02072037 CA -ENG PCH/CWC SEON - 58611 FROM GA (SCHO0211-LEE - SCHOOLING -.H2 HAT) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. W2. 5 X 4 W4X6 (R) /// THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUB141TTF:D BY TRUSS 1 -)FR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W2X4(A1) =- 0-3-8142X4(Al) x 0-3-8 3-3-4 2 5-43 3 8-8 2-5-4 3 8-8 3 3 4 lr I 2 0-0 ! 3 8 8 9-5-0 Over 2 Supports R-326 W=5.5" R=326 M=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC Longfellow Lwnber "NARKING" TRUSSES REQUIRE EXTREME CARE IH FABAICATID71, HAIlDLI11G, SlIIPPIIIG, INSTALLING AILD 89 Loren Avenue, Cllico CA 95928 ORACIHG. REFER TO HIB -91 (HANDLING INSTALLING AND ORACIUG). PUBLISIIED BY TPI TE INSTITUTE. 583 D'OIlOrRIO OR „ SUITE 200, MADISON, N1 53719), FDR SAFETY PR ACTICESUPRIOR SS ATO P ERFORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL IIAYE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEfl 1lIG. "IMPORTANT" FURIIISII A COPY OF THIS DESIGN TO THE INSTALL AT 1011 COIICEIL NR. pIPINE EIIGIIIE EKED PRODUCTS, INC. SHALL NOT BE RESPONSIDLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BRACING NOF 7RUSSE� Ili TRUSSES. COTHISMANCE DESIGNI CONFORMS WITHABRICATING, HANDLING. APPLICABLE PROVISIONSOFPON (RAT) oil AL D E SI GIOI SPECIF ICAT 1011 PUILI 5NED BY THE AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE NAGE OF MA ASTM A653 GR40 GALV, STEELil , EXCEPT AS NOTED, APPLY CONNECTORS TO EAC "ORAMINGSFACE160 AI11. AND UtSIEALSOOTTHIS I DRAWI NG T I VDICATESSACCEPTANCEPOSITION PROFESSIHECTORS ENG I NEERIIIG Alpine Engineered Products, Ine, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 71115 Sacramento, CA 95828 COMPONENT rOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 1995 SECTION 2. 1417 BUS C WILDING co DE AR'r . F1 -w* C CA - 1 - - - F Scale =.375" Ft. TC LL 16.0 PSF -'REF R427 -76855 y �s� TC DL 10.0 PSF I DATE 03/13/02 = BC DL 7.0 ,PSF DRW CAIJSR427 02072038 5 13 * BC LL 0.0 PSF CA -ENG PCH/CIBC TOT -LD- 33.0 PSF SEAN 58614 0 DUR.FAC. 1.25 FROM GA SPACING 24.0" T N O \ 0 SCHOQ211.-LEE - SCHOOLING - 113 HAT) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L 1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 142.5X4 0 144X6 (R) /// 61— —16 i r f� W3X4= W1 -5X4 III �y^W2X4(A1) 0-3-01-12X4(Al) x 0-3-8 x 12-1-12—+--5 - 1 - 8 ----+—2-1-12—� L✓ 2-7-0 I 4-3-0 —I_ 2-7-0 ) 9k 5 0 Over 2 50P_Ports_� R=326 41=5.5" R=326 41=5.5" 11115 DWG PREPARED FRON COMPUTER INPUT (LOADS A DIPIENSIONS) SURPIITIED 'BY TRUSS PIER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24" OC, BC @ 72" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC Longfellow Lumber '+WARI7I NGS+ TRUSSES AEDUIRE Er TREHE CARE 1N FABRICATION, II At(OL IMG, SHIPPING. INSTALLING A110 89 Loren Avenue, CI11C0 CA 95928 BRACING. REFER TO N1F 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 O'DNOFR IO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE rUl1C T 10NS. U/ILESS 0TH ERHISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ""IMPORTANT++ FURIIISII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E)IGINEERED PRODUCTS, INC. SHALL NOT OE RESPOfJSIDLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUflO 711E TRUSSES IN GOOF OR HAKE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND SRACI,G OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AIIO PAPER ASSOCIATION ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR60 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Alpine Engillccred Products, Inc. DRAWINGS RESPONSIBIL60 ITY SOLEL YT FOR HE STHE EAL TRUSSI COMPONENT DESIGNING TSIOWNES CEPTA TIDE SUITABILITYE OF OAUAL IO USE ENGIOFNEERING THIS SaCramenlo, CA 95828 COMPOIIE IIT FOR ;,MY PARTICULAR BUILDING IS THE RESPONSIBILITY 0r THE BUILDING DESIGNER, PER A ;ISI/TPI I. 1995 SECTION 2. ��� BUTTE Co (JN �3 P0 19.5c CA - 1 - - - F Scale .375" Ft, �QQLOFES S/pTC LL 16.0 PSF REF. R427--76856 TC OL 10.0 PSF DATE 03/13/02 ar = BC DL 7.0 PSF DRW CAUSR427 02072039 4 BC LL 0.0 PSF CA -ENG PCIi/CWC TOT.LD. 33.0 PSF SEON - 58616 nCMOUR.FAC. 1.25 FROM GA CSPACING 24.0" (SCH00211-LEE - SCHOOLING - Y.1 25' MIP/GIRD GSB TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 :B2 2x6 DF -L #2: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ***************ADDITIONAL LOADS********************* TC 317 L9 Conc. Load at 19.00 (J) BC 786 LB Conc. Load at 13.00 (J) #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. _SUP,P,ORT_EXTENSIONS EVERY 4.00 _FT TO FLAT .TC._ATTACH-2-X4—I:ATERAL BRACING TO FLAT TC @ 24" OC `1 WITH'2-16d NAILS AND DIAGONALLY BRACE PER HIB-91.,13:2.1(FIG.33). OR DWG. 1 BRCALHIP0699. SUPPORT,HIP_RAFTER-1')ITH_CRIPPLES AT 5-7-14 OC: (J) HUS26 HANGER REQUIRED FOR REACT ION'"SHOIIN_AT TI1ISfLOACATION.� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. BRACE TOP CHORD WITH PURLINS AT 24" OC IN LIEU OF STRUCTURAL PANELS. QUI BUTTE caU ARNE.'", �ffj<® 143XB % 145X4 = W3X8 = W3X6 = 145X6 VF - W5 X4 F [�_2-0-0:�:1 W5X4 = W3X4 = 614X4 111 HS416 (J) 0 W5X4 144X4 = (J) 613X10 (B3) L<2-0-0::.1 I. 5-6-12 6-0-0 6-0-0 1 3-9-11 ,1_ 3-7-12 1F I 3 4 4 3-7-12 13-0-0 3-1-12 SIE 3 3 8 3-1-12 2 10-4 T 5-6-12 6-0-0 6-0-0 UBC " MARN(NG�• TRUSSES REQUIRE EKTRENE [ARE U FABRICATION. HANDLING, SH]PpIR6, 109TALLING AND BRACING. 5c L_ 250 0 Over 2 Supports ��QFESS%Q�r� I R=1789 4l=5.5" 16.0 P S F CA 95928 REFER TO HIB'91 (HARDLIIIG INSTALLING AIID BRACING). PUBLISHED BY TPI (TRUSS PLATE • INSTITUTE, SB3 O'000FRTO DR., SUITE 200, MADISON. HI 53)19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UULESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY AT7ACIIEO STRUCTURAL PANELS, R-1941 W=5.5" PLT TYP. High Strengthjlave TPI -95 R Design Criteria: TPI STD Longfellow Lumber 89 Loren Avenue, Cllico UBC " MARN(NG�• TRUSSES REQUIRE EKTRENE [ARE U FABRICATION. HANDLING, SH]PpIR6, 109TALLING AND BRACING. 5c ��QFESS%Q�r� T C L L 16.0 P S F CA 95928 REFER TO HIB'91 (HARDLIIIG INSTALLING AIID BRACING). PUBLISHED BY TPI (TRUSS PLATE • INSTITUTE, SB3 O'000FRTO DR., SUITE 200, MADISON. HI 53)19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UULESS OTHERWISE INDICATED, TDP CHORD SHALL HAVE PROPERLY AT7ACIIEO STRUCTURAL PANELS, T C D L I D BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT*` FURNISH q�p . 0 P S F A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS• INC. SHALL NOT BE RESPONSIBLE 1 3 y FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TIIE TRUSSES IN CONFORMANCE B C D L 7. 0 P S F A L P I N E UITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING Alto DRACTUG OF TRUSSES. Tito BESIGII CO11FORMS r- MITA APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN lo" SPECIfICATIOfI PUBLISHED BY TIIE AVER IC All FOREST B C L L 0 .0 P S F AIID PAPER ASSOCIATION) p110 iPl. ALP[ CONNECTORS ARE MADE OF 20GA ASTM A653 GRFO GASLV. STEEL. EKCEPT Alpine Engineered Products, LIC. SacrameID, CA 95828 AS IIOTEO. APPLY CONNECTORS TO EACH FACE OF TRUSS, AUD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RESPONSIBILDRAW RGS ITY SOLELYTFORSEAL Oil THE TRUSS COHPOjjEIIT DESIGNIIIG TES SHOWNCEPTAUCE OF THE SUITABILITYOAUD USEorTHIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPOIISIBILITY OF THE BUILDING DESIGIIER• PER ANSI/TPI - 1995 SECTION 2. /CA _` CA1.�� T 0 T . L D . 33 .0 P S F OUR FAC 1.25 S P A C I NG 24. 0" K1 Scale=.25"/Ft. REF R427--76851 DATE 03/13/02 D R W CAUSRA27 02072034 CA -ENG PCH/CWC SEAN - 58594 FROM GA T ­ cm 0 IQ T N O .—I c�1 0 (SCHO0211-LEE - SCHOOLING - K2 25' HIP 8SB TOP CHORD 2x4 DF -L ;91 :T2 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG-33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. 612.5X4 TIIIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS I -IFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING, W2 -5X4 �4 ppb. ® tzZ V11 • 5X4 III IV4A4 (AZ) 5= L<2-0-0:>1 Lzz2-O-0::J 4-1-8 1 3-5-4 4-11-4-4 3-5-4 4-1-8 B-0 0 4-6-0 4 6-0 8-0-0 L e 0-0 I 9-0-0 I 8-0-0 2525 e 2f Supp0rtS�-�r� R-973 W=5.5" Q ­....I., R=973 1'1=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD)/UBC 19.5c CA 1/- - F Scale =.25" Ft. LODgfe110w 89 Lumber • 'WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND LDren Avenue, Chico CA 95928 BRACING, REFER TO HIB -91 (HANDLIRG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Q�.QFE.SS%(�'y1 TIC L L 1 6- 0 P S F R E F 1421--76852 INSTITUTE, 503 O'0110FR10 DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORHIIIG THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED pp `F T C D L 1 0, 0 P S F DATE 03/13/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, y� 79 'lT� 'PRDUUC TSAM INC. SHALL FURNISH NOT ABECOPY RESPOI7 S IIB LEIS O FOR GNgNY THE VIATIONINSTALLATION THISTDESIGN ALPINE FAI�UAEETOD C� ( 3 R7 / BUILD THE TRUSSES IN CONFORMANCE WITH TDI: OR FABRICATING, HAIIDLIIIG, SHIPPIIIG, INSTALLING A110 "�I' l'rY BC DL 7 .0 PSF DRIJ CAUSR427 02072035 A L P I N E OR ACING OF TRUSSES. THIS DESIGN CONFORMS HITT! APPLICABLE PROVISIONS 0I PIN (NATIONAL OESIGII BC LL 0- D PSF CA ENG PCH/Cl'IC SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATI OIL) AND TPS ALPINE CONNECTORS ARE MADE OF 20GA ASTH 1653 GR40 GALV. STEEL. EXCEPT AS ROFE0. APPLY CONNECTORS TO * * TOT.EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01l THIS DESIGN, POSITION C011NL D . 33.0 P S F S E 0 N - 58603 ECTORS PER -s Alpine Engineered Products, IIIc. RESPONSIBILITY SOLELY DRAWINGS J6A-1. T FOR HE STHE EAL TRUSSI COFil THSDIPOUENT DESIGN S11OUN. EPTATHE SUITABILITY OANO USE IOFETHIIS t v .Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER D U R . F A C 1.25 F R OP1 G A AlIS[/TPI 1.1995 SECT)OU 2.Qf CALIE� SPACING 24.0" 0 0 , r• 0 0 9 0 a rn N C7 A ,I ck (iCH00211-LLE • SCHOOLING • ,E3 25' COMMA TOP' CHORD 7x4 DF -L 41 1301 CHORD 2x.4 Df • L ;¢1 I(EbS 2x.4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TADLE 7-3.3. IRUSS TRANSFERS 73-20 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) 4HERE INOICATEO. DIATIIRAGhI AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER. O[ RECORD. DRAG.. RU THIS ONG I•REIGREU fR(1K 'D'.IPU'rif. Er+f Ht (EOJ.QS R 1IfHLJ:SE(%1IS) SUISI,Fr;(U In' IFEIS.. IVF. lr9 t3EU OF STRUCTURAL P0,HCLS OR rIGID CCUNG LIS[ rUl!i[1:5 i4 F.RAC.I. -C ra ' 24' OC , BC CS 72" Or e - DEFLECTION MEETS LJ240 I.Jv( ANO 11)8n TDSAL LOAD - 10 PSF BC: L IYE LOAD PER tIBC. THE f4AY.JI4UK HORIZONTAL P.EACIION,• IS 2_:s F•' :'UI'iIJ7TE C10j . LDING pLtp If41i4 = •. gRTj�. 4PpO +� V 1(1 . 5 X 4 e�. \� \ ld 1 .5 ). 4 or � \_ 8-0'0 11`1 . 5 X 4 = Vd3),4 = h/3xb"TFT► • k13XS (6:1) �2 o ayl L 7.-o-ri:.l 6-6_�h h•5 11 12 5-11.12 6-6-4 _ c--- 6-6-3 _ I� 7-11-1] 8-6-3 Ir 12-6-0 i2-6-0 _I 25-0-0 Over 2 Supports -1 _1 R=146? N=r. S" R=1467 N=S.E1' Rh=2123/-2123 6 E7 3 f II 1 9LT 1YP. Wave IPI -95'R design Criteria: TPI(STO)/UBC '•W,pl'1UC• ' CA l/ �� �I�/ F ___ Scale =.25"%Ft.. - I.--1 - L[NISfell vLumb q 119Lewto.AtulYe,ChitoCA95929 / \\\ ��_ P I PJE AEpinE Engi1v_•rrd 1luiuctc, In: �IC/Do. CA 9582Ft .. TR1S5(S REGUIrtT [17A.fMf CAI.( 1N fAfAlCAT10A- hAH011RE. S11Ps tSG. IRSTILI IA: AVO BRALI4`6. .Litt(. rDA,1691 (HADULFIG 11'[TA1E1453RCT'SACINGI. PUO(ISNEORTTFI Vf..USSrLAT( NST11111E. 503 D'0VOUJo t*., TOITE 200- NID1503, VI $31'19) • FOP. SArElf PL:.CTICES PRIDE TO PER(OVIf]C THf.SF TO.WTIGHS. URL(35 OTR�RVISf IAD(C1T10 LOP CNSO(O SMALL 11A1f nOPf411' ATIACNF0 STROCIWAT PANZt.S. BOCTON CHORD 31AI1 MP.tf A IWERII ATIACYZO 41610 C(ILIMG. "INPCRIA.0- FYR.ISI: A COPT Of IYCS e(SICI TC 160 INSTALLA.110Y COKTRACTOI. I.IPIMf (N61"I'ta.0 �QCOUCIT. 1NC. 5NAll MOT eE AESPO.15tB C 4`01 "1 OtIIATr011 1FAW THIS OCSIGN; AMY rAILURE fa BVf(0 11( TQUSifS [R COIIFopI.1"( MITI It1; OT ?3871CI.lING. AL1G(111G. SNIPPING. INS1AttlMG ARO 4'AACtl6 0l TRii ,, . SN15 C11C. J\f1CO Atl.. ST(ki"(L. CI 1q.O11S10NS Of 1111 (YATIONAL OESIr,A SP(C(FJCAIIOA 1LE17<NFO Or F1:[ 1.11(Q,CAN FOf.ISI At•D FAPfR ASSOC]AIIORI APo CPI. Am", CONC':C fOt: Aq( RA'If Of :CGR IiTE: WSS G1 C0 GAI1, ST((l. ETC(/) AS i0 t(0. APPIT CURNEC 7004 TO Of'AU". AND YSafi1 D7 f.[1.P]SF LOCAlFO OV 1X15 O: blG&,. POST tIOT CO..1 [C10R5 PER A. OLAVIRGS 760 1 >. INF ST EI 0/' THIS U1.GYING INDICATES A.!C(iTAVLf Of PgOfESS10NA( EN41RFfR/lf t(S/(+rslel(r" SOMI FO( TH! IROSS C04POV. 111 Df5161' %NOMA. INC SUIrABILITT AMD USE or TO(T COM/(q(fT 1'0R IR' ri.1 T1 CUlM. 9l'f /bC1C 15 Th( 11:16X51&ICIt'f of TIII OU [I DI RG DES Ir.P.f 1, PET: A051!rPl 11995 S(.r 101; !. W. �0 /0• 4` ('J" )Y f - A. F 12 2DU2 ~. * �/ �,Q C1VI1_P IZ� 1T Cnt. 1L LL T(' 1)L BE' {)L �� t. I. '[(1T . CD . - --- [)UP FAC - STACI IN!G 16.0 PSF 10.0 PSF �_v PSF (1 Q P5� 33_ U PS( -- - __ I . T.5 24.011 REF R42, --299 1 -'-+-'---"-- DATE - 04 1 : 2 f 0? r� or5�i G!,(1 $f;:;2? o2tnz17•J(+ Ck'tNG _ i1F.H/G'sOh_--- ------ r S._Otl 6Qn'• 7 � _--- - f'Rp!•9 6S. This safety alert symbol is used to attract your atlention! PERSONAL SAFETY IS INVOLVED! When ycu see this symbol - BECOME ALERT - HEED ITS MESSAGE. 1JACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilityo. the installer Lbuilder. building contractor, licensed contractor, erecZrorerectiori cor0ractod to properly receive, unload, store, handle, install ane brace metal plat`e connected wood trusses to protect Aand propert The installer must exercise the same high degree of safety awareness as with any other structura material. TPI does notintend these recommendations to be interpreted as superior to th; project Aichitecrs or Engineer's design specifration for handling, installing and bracing woad trusses for a particular roof or. flcor. These recommendations are based upon the: collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erectororerection -,ontractorisadvised Atc obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a cordition where failure to follow instructions or heed warn-` ing wil n -os; likely result in serious persona(' injury c r death or damage to structures. WARNING: A WARNING describes a condition where failure tofollow instructions could result in severe persoial injury or damage to structures. ,dd4 TRUSS PLATE INSTITUTE 583 D On-3frio Dr., Suite 200 Madison. Wisconsin 53719 (612-8) 833-5900 truss industry, but must, due to the nature of responsibilities involvec<,,be presented as a guide forthe use o`a qualified building designer orinstaller. T&us, the Truss Plate Insti,.ute, Inn. expressly disclaims any responsibility for damages arising from the use, applicatio:i or reliance on the recommendations and information contained herein bybuilding designers, installers, and others. Copyright © by Truss Plate In3tilute, Inc Al rights reserved. This document or arty part thereof must not be reproduced ii -i any form without written permission d the ,publisher. Printed in the Unitec States of America. CAU—ION: All temporary bracing should be no fess than 2x4 grade marked lumber. All connections should be mad: with minimum of 2-16d nails. All trusses assured 2' on -center or less. All multi -ply trusses should be connected together ini accor- dance with design drawings prior to insta lation. . 'Russ! ORA CAUTION: Tr.isses should not be unloaded on rough terrain or un- even surfaces which could cF use CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral CAUTION: Trusses stored vertically should be bending and lessen moistare gain. braced to prte•�nt toppling or tipping. 1AWARNING: Do not break banding until installation DANGER: Do not store bundles upright Lniess begins. Care should be exercised in banding re- A properly braced. Do not break bands until bund: es moval to avoid shiftin of =ndividual trusses. are laced in a stable horizontal position. WARNING: Do not lift trundled trusses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly prohibited.1A Frame 1 Ur to 24' 3/12 8 1 17 1 12 Oiler 24'-42' 3/12 7' 1 10 1 6 Over 42'- 54' 3/12 1 6' 1 6 1 4 O%er 54' See a registered professional engineer DF - Douclas Fir -Larch SP - Southern Pine o• HF - Hem` -Fir SPF - Spruce -Pine -Fir �0� ti ryas ¢y Diagonal brace also required on end verticals. Top chords chat are laterally braced can buckle 1/4" 1 togelheranc cause collapse if there is no diago- 24" nal tracing. Diagonal bracing should be nailed 2' to the underside of the top chord when purlins ?q• �� fess are attached to the topside of the top chord. 48" 1" 4' PLUMB I I ° I Truss Depth =4e 12 -j 3 or 14,�• greater / ate All lateral braces lapped at [east 2 trusses. Continuous Top Corc Lateral Brace ------ Required 10° or Greater I" c-", .Attachment / J Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 12" 1/4" 1 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" - 9' I D(in) I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. I T ±yo 1 ±'/4" L(in) L(In) U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' IN Length L(in) Lesser of L/200 or Z' L(I n) Lesser of U200 or 2" LIIn) 1L'200 200" 1" 16.7' 250" 1-1/4" 2C.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 V WARNING: Do not attach cables, chains, or honks tD the web members. ' �� or � INSTAL orles s •x less Tag Approximately Approximately Tag Line �121russ length %:truss length Line -ress spans less Lian 30' Spreader Bar –oe In Approximately 1/2 to YJ truss lengt i Lss than or equal to 60' Spreader Bar WARN NG:. Do nct titf s n. -le trusses with spans greatar than 30' by the peak. Lifting devices should be connected the truss top chord with a closed -lo attachment utilizing materials such slings, chains, cables, nylon strappil Toe In etc. of sufficient strength to carry 1 weight of the truss. Each truss should 7 set in proper position per the build! designer's framing plan and held w the lifting device until the ends of 1 truss are securely fastened and teml rary bracing is installed. Tag Line Toe lln = /—Toe In App •oximately to Y truss len ti Lass than or equal to 64T Tag Line £drengback/ SpreaderBar Tag Line At or above mid -height Tag Line I Aavr_xima=.e°v i ,itc %,-cuss langn Glimater -.han 63' I I CAUTION: Temporary bracing shown in this summary sheet Is adequate to, the instaitbtion of trusses with sirrrilar configurations. Consult a registered professional engineer if a diffement bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected IWaod Trusses, DSB-899, and in some cases determine that a wider spacing is possible: GROUfVC} BRACING B �ILCING INTERIOR GRDOUNBRACING VIER Nr. EXTERIOR Tppi•:al horizontal to member with L madtple:aakes(Hn CAUTION: Ground bracing required for all installations. Frame 2 as of braced of trusses DF - Douglas Fir -Larch SP - Southern Pine HF -:Hem-Fir SPF - Spruce -Pine -Fir 1b iL The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. End diagonals are ssntial for stability and must be dupfi-cate, on —� both ends of the truss system. v—.allt� 6 A WARNING: Failure to follow these recommendations cou'd result in severe personal injury or damage to trusses or building3. Top chords that are laterally braced can buckle togetherand cause collapse ifthere isnodiago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. tr All lateral braces lapped at least two End diagonals are es nti_aI for stability and must be duplibate, both ends of the truss system. 1g Tr 3p'(D@s) usseg @ 2, o•c. Frame 5 30° or greater. 01 `eys 5Z o� Continuous Top Chord —� Lateral Brace Required I 10° or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD°:;;"'':f)IAGQNALBRACE MINIMUM LATERAL BRACE SPACING DB :SPAN DEPTH SFACING(LB) # 1ru5ses . S`P.::. D ..... Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF -:Hem-Fir SPF - Spruce -Pine -Fir 1b iL The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least two trusses. End diagonals are ssntial for stability and must be dupfi-cate, on —� both ends of the truss system. v—.allt� 6 A WARNING: Failure to follow these recommendations cou'd result in severe personal injury or damage to trusses or building3. Top chords that are laterally braced can buckle togetherand cause collapse ifthere isnodiago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. tr All lateral braces lapped at least two End diagonals are es nti_aI for stability and must be duplibate, both ends of the truss system. 1g Tr 3p'(D@s) usseg @ 2, o•c. Frame 5 30° or greater. 01 `eys 5Z o� Continuous Top Chord —� Lateral Brace Required I 10° or Greater Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 12 4 or greater CS;11,4"1% — icp chords that are ®teaal ybracedcas buckle togetherand cause colWaeff ttere Es no diago- ralbracing. Diagon•lbrs&7gsaouidbenailed to the underside of taetop chord when purlins ere attached to the bps deof the top chord. Over 32' - 48' 1 4./12 1. 6' 10 7 Over 48'- 60' 4/12 Ii 5' 6 4 Over 60' See a refIsle red professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem-F:r SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. —r 10' or Greater Attachment Required 32of+\e?7.ii ^450 t. �1 AWARNING: Failure to follow these recommendations could resultln severe personal injury or damage to trusses or buildings. A UP 10 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 6' 1 9 6 Over 42' - 60' 3.0 5' 1 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir i "continuous Top Chord LLweral Brace —� '� All lateral braces iRequired ` lapped at least 2 trusses. 10' or Greater f i Machment Required —� SS =41r: Frame 3 G' • �0� SMO ti� ey Top chords that are laterally braced can buckle yy Qty\tegetherandcause collapse ifthere isnodiago- /��J Gj nalbracing. Diagonal bracing should be nailed �ry :o the underside of the top chord when purlins are attached to the topside of the top chord. 12 ---1 4 or greater DF - Dougias Fir -Larch SP - Southern Pine HF - Henr=ir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. Cross tracing repeated Ao �at each end of the building and at 20' @S 2°' Intervals. 110 Permanent oss`Os°' continuous lateral bracing as specified by the 4. truss engineering.+ -x=450 �+ + ' `1y . Frame 4 \ ` APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION March 6, 2002' County of Butte Building Division 7 County Center Drive Oroville, Ca 95965 Re: Schooling Residence (7480 Cana Hwy) = Chico, Ca Gentlemen: We have completed compaction testing on the new building pad for the.Schooling Residence located at .7480 Cana Hwy in Chico. The building pad was- constructed with approximately eighteen inches of fill. The first eight inch lift was import cobble material -which was monitored. The final lift was native material which was tested at approximate finished pad grade. The nuclear density test data sheet and moisture density curve per ASTM 1557 are attached. Based on the test data compiled on this project and witnessing the earthwork operations, we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that the pad - was properly moisture conditioned and compacted in accordance with chapters 18 and.33 of the 1997 Uniform Building Code. Applied Testing Consultants , is not a licensed surveyor. We do . not verify or certify `grades or elevations. Test -elevations, are derived from information provided.by the contractor and/or the client. Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on -fill materials are by others. Please call if you have any questions regarding our services described above. Very truly yours, APPLIED TESTING CONSULTANTS alum Brad F rsythe Cha rts Vice President Staff Engineer Director of Operations 3060 Thorntree Drive, Ste. 10 • Chico, CA 95,973 Telephone: (530) 891-6625 -• Facsimile: (530) 891-4243 0 A�TCAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: 117.0 116.0 v 115.0 CL 114.0 .N c 113.0 p 112.0 111.0 110.0 11.0% John Schooling 7480 Cana Highway Chico, CA 95973 John Schooling Schooling Building Pad Light Brown Sandy Silt Jobsite N/A 1 2 3 4 200 300 400 7195 7278 7150 2716 2716 2716 4479 4562 4434 131.71 134.11 130.4 115 . 71 116.31 110.9 1 2 T 3 4 943.6 929.0 777.9 839.0 815.9 674.1 83.9 79.3 82.7 755.1 736.6 591.4 104.61 113.11 103.8 13.9%1 15.4%1 17.6% _ -7709.8x2 + 2292.4x - 53. R2 = 1 Sample No: T-1 Date: 4 -Mar -02 Tech: B. Carter Sample Weight: 15,000 grams Rock Correction' ASTM D4718 Total sample wt: +314 rock wt: % of +314 rock: Specific Gravity of +314: Rock adj. density: 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% 19.0% 20.0% Moisture Content (% of dry weight) Max density from curve: 116.5 Max adjusted density: 116.5 pcf This test was performed per ASTM 1557 Optimum moisture`� 14.9% Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 APPLIED TESTING STC S NG CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Densitv Testing Reaort.Per ASTM 1557 Report Seq. No. Client: John Schooling Page: 1 of 1 Address: 7480 Cana Highway Date: 2/28/02 City, State: Chico, CA 95973 Tech: K. Coy Attn: John Schooling Project: Schooling Building Pad Soil Description: Light Brown Sandy Silt Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: I Density Xi : Moisture Xi Com ection Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 116.5 Opt. Moist. Content: 14.9 90% Test # Test Depth Location: Building Pad Elev. Wet Density H2O • Density Dry Density Moisture Content % Comp. Results 1 4" Southwest Corner FPG 124.8 20.31 104.5 19.4 90% PASS 214" Northwest Corner FPG 130.5 17.6 112.91 15.6 97% PASS 3 4" Northeast Corner FPG 125.2 18.9 106.3 17.8 92% PASS 4 4" Southeast Corner FPG 125.6 21.3 104.3 20.4 90% PASS REPORT: Arrived at jobsite at 1045 hrs..to perform compaction testing of the Building Pad. Performed 4 nuclear density tests at randorn locations, as indicated above. A sample of the material was obtained and returned to the laboratory for a moisture density curve. At the completion of the curve, all 4 test results indicate at least 90% relative compaction. Copies to: Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 AND WHEN RECORDED MAIL TO: j BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property- may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 4-e�- A Z -L -J -Q e -k -e -d "' A U - / 7 9 3 /, o 6 I Date . 2092 PROPERTY OWNERS: dN� Gt oo /l k - State of California County of -&"iTE a before me �.1riTA(z,-i H, R[ a C -- personally appeared lmewn-twine (or proved to me on the basis of satisfacto evidence) to be the person(s) whose name(s) a ubscribed to the within instrument and acknowledged to me that the executed the same in hb /their authorized capacity(ies), and that by /thei signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and offid#1 seal ` OaViO J. DALTON Signat gel; H �r~ COM.M.01333751 pa F90TAttY PUOUC CAIIrON(d1A y . Co UM Of BUTTE w Comm. ExD�rea Dac. 8, 2005 A.P. # 0-t ' Q�O --Oac) ORDER NO. BU -179360 LN DESCRIPTION THE LAND REFERRED TO HEREINIS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 7,. AS SHOWN ON THAT CERTAIN MAP ENTITLED, "HOWARD SUBDIVISION, BEING A PART OF THE BOSQUEJO RANCHO, IN BUTTE. COUNTY CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 24, 1923, IN BOOK 9 OF MAPS, ..-AT PAGE (S) 42. EXCEPTING THEREFROM ONE HALF OF ALL MINERALS,OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE' AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND, AS SET FORTH IN DEED RECORDED DECEMBER. 16,'1981, IN BOOK 2.681, PAGE 113, OFFICIAL RECORDS. AP#:...047-0.30-020-000 , 4 OITIMq,)aaG HT 0 T 2 A 11 A W" -��i (,,., ilJAr-11A L -:NQ0l -'A (ISELUC27a 8. , RlWD2,d Yr. �� ( ! I U �V Ir , . i -1 UN �-Ico OFAVJC;I" " 0 " VM,941 .1 4 - c ,). , vV Lli.,,:XiA 2AW ciL4!,-1 IM11171Ff i t 1 0A'. (;i R C, i'l 17 '.10 X" A' ; 3 9 T, r tj E I -rc-,dvia. JJTA '30 IL7ATT 0%0 ivr.',Sq2,T--!TNT CAI A 'rAN "I"kU laIVOR(I ifl'T; 05-41C(VAI A�qM­O MIA '7a 0N._� AM COM q,f if."."A,01 T,:al 2A. (.L.7.1' Z4' Ma OT !4kOa tt i ;E I B E RaaV :)Iqci /�6�d �o 5 9� DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Telaphone/Fea (530) 3454743 DlDdobbieQo.com May 24, 2002 Job No. 2007 Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Attention: Dave Wasney, Inspector Re: Schooling Residence, Revised Door Header Dear Mr. Wasney, After reviewing the concentrated load from the roof girder truss on the door header at the 8'-0" slider in the master bedroom, I am revising the member size to a 5'A" x 91/ Versalam instead of the 6 x 12 shown on the drawings. Respectfully. V Daniel J.' ohbie, P.E. C42028 DANIEL J. DOBBIE Professional EnC+inaar 20 Mayfair Drim Chico, CA 95973- Phone/Fax (530) 3, PROJECT SCOPE: Page: 1 Job No: 2007 Date: February 2002 Schooling Residence PROVIDE ENGINEERING FOR A SINGLE STORY WOOD FRAMED HOUSE. TRUSS CALCULATIONS SHALL BE PROVIDED BY THE TRUSS SUPPLIER. DESIGN MISCELLANEOUS ROOF AND FLOOR FRAMING. DESIGN SPREAD FOOTINGS FOR LARGE CONCENTRATED LOADS. PERFORM A SEISMIC/WIND ANALYSIS AND DESIGN THE ROOF DIAPHRAGM AND CHORDS. DESIGN THE SHEAR WALLS AND CHECK FOR OVERTURNING. DESIGN DATA: UNIFORM BUILDING CODE 1997 EDITION SEISMIC ZONE ZONE 3 WIND SPEED 75 MPH WIND EXPOSURE EXPOSURE B CONCRETE COMPRESSIVE STRENGTH (f c) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60 KSI WOOD FRAMING SPECIES DOUGLAS FIR LARCH GRADING AGENCY WWPA ALLOWABLE SOIL BEARING PRESSURE 1000 PSF ROOF LOADING (SLOPE 4:12) FLOOR LOADING ROOFING 2.5 PSF PLYWOOD 2.5 PSF PLYWOOD 1.7 PSF FLOOR JOISTS 3.5 PSF FRAMING 3.4 PSF MECH/ELEC/MISC 2_0 PSF 5/8" GYP BD CLG 2.8 PSF DL = 8.0 PSF INSULATION 0.5 PSF LL = 40.0 PSF MECH/ELEC/MISC 1.1 PSF DL = 12.0 PSF LL = 16.0 PSF �D DANIEL J. DOBBIE Page: 2 QQ Professional Engineer Job No: 2007 20 Mayfair Drive Chico, CA 95973-0707 Date: February 2002 Phone/Fax (530) 345-4743 Schooling Residence GARAGE DOOR HEADER SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 9.5 FT TRIBUTARY ROOF WIDTH (Wr) 6 FT ROOF DEAD LOAD (RDL) 12 PSF ROOF LIVE LOAD (RLL) 16 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.072 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.096 KLF UNIFORM BEAM DEAD LOAD (UBDL) 0.035 KLF TOTAL UNIFORM LOAD (TUL) 0.203 KLF RESULTS: MAXIMUM REACTION (Rmax) 0.96 KIPS MAXIMUM BENDING MOMENT (Mmax) 2.3 KIP FT TRIAL SIZE: 6 x 8 #1 BEAM DEPTH (d) 7.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 193.3 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.33 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 5.8 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 0.84 KIPS FINAL RESISTIVE SHEAR (Ve) Vr' = Vr * Cd 2.91 KIPS OK VOLUME FACTORS (Cv) 1.127 NOT APPL Cv = k(12/d)^.1 * (5.125/b)".1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr*Cd' 7.3 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.120 IN DEFLECTION/SPAN RATIO L / 948 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.063 IN CAMBER (C) C = Ddl * 1.25 0.079 IN GARAGE HEADERS: 6 x 8 #1 aD DANIEL J. DOBBIE Page: 3 Q Q Professional Engineer .lob No: 2007 20 Mayfair Drive Date: February 2002 Chico, CA 95973-0707 Phone/Fax (530) 3454743 Schooling Residence PATIO BEAMS SIMPLE SPAN BEAM DESIGN DATA: SPAN LENGTH (L) 14 FT TRIBUTARY ROOF WIDTH (Wr) 5 FT ROOF DEAD LOAD (RDL) 12 PSF ROOF LIVE LOAD (RLL) 16 PSF UNIFORM ROOF DEAD LOAD (URDL) 0.060 KLF UNIFORM ROOF LIVE LOAD (URLL) 0.080 KLF UNIFORM BEAM DEAD LOAD (UBDL) 0.020 KLF TOTAL UNIFORM LOAD (TUL) 0.160 KLF RESULTS: MAXIMUM REACTION (Rmax) 1.12 KIPS MAXIMUM BENDING MOMENT (Mmax) 3.9 KIP FT TRIAL SIZE: 6 x 8 #1 BEAM DEPTH (d) 7.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 193.3 IN^4 MODULUS OF ELASTICITY (E) 1600 KSI RESISTIVE SHEAR BASE VALUE (Vr) 2.33 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 5.8 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 1.02 KIPS FINAL RESISTIVE SHEAR (Vr) Vr = Vr * Cd 2.91 KIPS OK VOLUME FACTORS (Cv) 1.084 NOT APPL Cv = k(12/d)^.1 * (5.125/b)".1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr'=Mr*Cd' 7.3 KIP FT OK DEFLECTION: DEFLECTION DUE TO TUL (Dtul) 0.447 IN DEFLECTION/SPAN RATIO L / 376 OK DEAD LOAD DEFLECTION (Ddl) Ddl = Dt * DL/TL 0.224 IN CAMBER (C) C = Ddl * 1.25 0.279 IN PATIO BEAMS 6 x 8 #1 ADs DANIEL J. DOBBIE Page: 4 Professional Engineer Job No: 2007 20 Mayfair Drive Date: February 2002 Chico, CA 95973-0707 44 Phone/Fax (530) 345-4743 Schooling Residence SECONDARY PATIO BEAM DESIGN DATA: SUPPORTING FIRST PATIO BEAM MAX SPAN LENGTH (L) 8 FT TRIBUTARY WIDTH (W) 10 FT TRIBUTARY AREA (Atrib) 80 SQ FT LIVE LOAD (LL) 16 PSF DEAD LOAD (DL) 12 PSF TOTAL LOAD (TL) 28 PSF BEAM WEIGHT (wb) 0.025 KLF CONCENTRATED LOAD NOT AT MIDSPAN (Pconc) 1.12 KIPS LOCATION Pconc FROM LEFT SUPPORT (>U2) 5 FT UNIFORM DEAD LOAD (wdl) wdl = W*DL + wb 0.145 KLF UNIFORM LIVE LOAD (wll) 0.160 KLF TOTAL UNIFORM LOAD (wtl) 0.305 KLF CONCENTRATED LOAD MIDSPAN (Pms) 0.30 KIPS RESULTS: RIGHT REACTION (Rr) 2.07 KIPS LEFT REACTION (RI) 1.79 KIPS LOCATION ZERO SHEAR FROM LEFT SUPPORT (z) 4.89 FT MAXIMUM BENDING MOMENT DUE TO Pconc (Mconc) 2.1 KIP FT MAXIMUM BENDING MOMENT DUE TO UDL (Mw) 2.3 KIP FT MAXIMUM BENDING MOMENT DUE TO Pms (Mms) 0.7 KIP FT TOTAL BENDING MOMENT (Mtot) 5.1 KIP FT TRIAL SIZE: 6 x 8 #1 BEAM DEPTH (d) 7.5 IN BEAM WIDTH (b) 5.5 IN MOMENT OF INERTIA (1) 193.3 IN^4 RESISTIVE SHEAR BASE VALUE (Vr) 2.33 KIPS RESISTIVE MOMENT BASE VALUE (Mr) 5.8 KIP FT LOAD DURATION & VOLUME FACTOR ADJUSTMENT: LOAD DURATION FACTOR (Cd) (SNO,ROOF,EQ,IMP) 1.25 ROOF MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) 1.88 KIPS FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd 2.91 KIPS OK VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21 /L)^.1 LOADING CONDITION FACTOR (k) k = 0.96 CONC LOAD NOT AT MIDSPAN (Cvconc) 1.100 k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) 1.146 k = 1.09 CONC LOAD MIDSPAN (Cvms) 1.249 COMPOSITE VOLUME FACTOR (Cv') 1.143 NOT APPL Cv' = ((Cvconc*Mconc)+(Cvw*Mw)+(Cvms*Mms))/Mtot FINAL RESISTIVE MOMENT (Mr') Mr' = Mr * Cd 7.3 KIP FT OK DEFLECTION: DEFLECTION DUE TO Pconc (Dconc) 0.052 IN DEFLECTION DUE TO wtl (Dwtl) 0.073 IN DEFLECTION DUE TO Pms (Dms) 0.014 IN TOTAL DEFLECTION MIDSPAN (Dt) 0.139 IN DEFLECTION/SPAN RATIO L/ 690 SECONDARY PATIO BEAMS: 6 x 8 #1 aD DANIEL J. DOBBIE QQ Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 HEADER BEAM AT PATIO SLIDERS DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) TRIBUTARY FLOOR WIDTH (Wf) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) FLOOR DEAD LOAD (FDL) FLOOR LIVE LOAD (FLL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM FLOOR DEAD LOAD (UFDL) UNIFORM FLOOR LIVE LOAD (UFLL) UNIFORM WALL DEAD LOAD (UWDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) ALLOWABLE BENDING (Fb) (SIZE FACTOR INCLUDED) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) FLOOR LOAD DURATION FACTOR (Cdf) (NORMAL) COMPOSITE LOAD DURATION FACTOR (Cd') MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21/L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Mr') Mr' = Mr * Cd' UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b^2)^.5 FACTOR (Iu / d) EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d FACTOR (KbE) (VISUALLY GRADED) FACTOR (FBe) FBe = KbE*E/RB^2 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") DEFLECTION: DEFLECTION DUE TO TUL (Dtul) DEFLECTION/SPAN RATIO PATIO HEADERS AT SLIDERS: Page: 5 Job No: 2007 Date: February 2002 Schooling Residence 8.5 FT 28 FT 0 FT 12 PSF 16 PSF 0 PSF 0 PSF 0.336 KLF 0.448 KLF 0.000 KLF 0.000 KLF 0.075 KLF 0.859 KLF 3.65 KIPS 7.8 KIP FT 6x10#1 9.5 IN 5.5 IN 392.9 IN^4 1600 KSI 1.350 KSI 2.96 KIPS 9.3 KIP FT 1.25 ROOF 1.00 NORMAL 1.250 2.97 KIPS 3.70 KIPS 1.113 NOT APPL OK 11.6 KIP FT OK 7.8 10.7 195 IN 0.438 11.458 11.5 KIP FT 0.160 IN- L/ NL/ 636 6x10#1 >7 OK X2 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 3454743 TYPICAL OPENING HEADER DESIGN DATA: SPAN LENGTH (L) TRIBUTARY ROOF WIDTH (Wr) TRIBUTARY FLOOR WIDTH (Wf) ROOF DEAD LOAD (RDL) ROOF LIVE LOAD (RLL) FLOOR DEAD LOAD (FDL) FLOOR LIVE LOAD (FILL) UNIFORM ROOF DEAD LOAD (URDL) UNIFORM ROOF LIVE LOAD (URLL) UNIFORM FLOOR DEAD LOAD (UFDL) UNIFORM FLOOR LIVE LOAD (UFLL) UNIFORM WALL DEAD LOAD (UWDL) TOTAL UNIFORM LOAD (TUL) RESULTS: MAXIMUM REACTION (Rmax) MAXIMUM BENDING MOMENT (Mmax) TRIAL SIZE: BEAM DEPTH (d) BEAM WIDTH (b) MOMENT OF INERTIA (1) MODULUS OF ELASTICITY (E) ALLOWABLE BENDING (Fb) (SIZE FACTOR INCLUDED) RESISTIVE SHEAR BASE VALUE (Vr) RESISTIVE MOMENT BASE VALUE (Mr) LOAD DURATION & VOLUME FACTOR ADJUSTMENT: ROOF LOAD DURATION FACTOR (Cdr) (SNO,ROOF) FLOOR LOAD DURATION FACTOR (Cdf) (NORMAL) COMPOSITE LOAD DURATION FACTOR (Cd') MAXIMUM SHEAR (Vmax) Vmax = Pmax - (w * d/12) FINAL RESISTIVE SHEAR (Vr') Vr' = Vr * Cd VOLUME FACTORS (Cv) Cv = k(12/d)^.1 * (5.125/b)^.1 * (21 /L)^.1 LOADING CONDITION FACTOR (k) k = 1.00 UNIFORMLY DISTRIBUTED LOAD (Cvw) ADJUSTED RESISTIVE MOMENT (Me) Mr' = Mr * Cd' UNSUPPORTED COMPRESSION FLANGE: SLENDERNESS FACTOR (RB) RB = (le*d/b"2)".5 FACTOR (lu / d) EFFECTIVE LENGTH (le) le = 1.63 lu + 3 d FACTOR (KbE) (VISUALLY GRADED) FACTOR (FBe) FBe = KbE*E/RB^2 FINAL ADJUSTED RESISTIVE BENDING MOMENT (Mr") DEFLECTION: DEFLECTION DUE TO TUL (Dtul) DEFLECTION/SPAN RATIO TYPICAL OPENING HEADER: L/ Page: 6 Job No: 2007 Date: February 2002 Schooling Residence 6x8#1 7.5 FT 22 FT 0 FT 12 PSF 16 PSF 0 PSF 0 PSF 0.264 KLF 0.352 KLF 0.000 KLF 0.000 KLF 0.075 KLF 0.691 KLF 2.59 KIPS 4.9 KIP FT 7.5 IN 5.5 IN 193.3 IN"4 1600 KSI 1.350 KSI 2.33 KIPS 5.8 KIP FT 1.25 ROOF 1.00 NORMAL 1.250 2.16 KIPS 2.91 KIPS OK 1.154 NOT APPL 7.3 KIP FT OK 6.5 12.0 >7 169 IN 0.438 16.705 7.2 KIP FT OK 6x8#1 0.159 IN 566 OK a\rwn DANIEL J. DOBBIE Page: 7 Q Professional Engineer Job No: 2007 20 Mayfair Drive Date: February 2002 Chico, CA 95973-0707 rY Phone/Fax (530) 345-4743 Schooling Residence SAWN WOOD POSTS AT PATIO & PORCH BEAMS DESIGN DATA: UNITS 99 NDS TABLE 4D DESIGN VALUES FOR VISUALLY GRADED TIMBERS SPECIES AND COMMERCIAL GRADE: DOUGLAS FIR - LARCH SIZE CLASSIFICATION: POST AND TIMBERS GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) COMPRESSION PARALLEL TO GRAIN (Fc) 1.000 KSI MODULUS OF ELASTICITY (E) 1600000 PSI NDS SECTION 3.7.1 SOLID -COLUMN DESIGN: F'c=Fc((1 +(Fee/Fc))/2c'-(((1 +(Fce/Fc))/2c')^2-(Fce/Fc)/c')^0.5) SAWN LUMBER COEFFICIENT (c') 0.8 VISUALLY GRADED LUMBER COEFFICIENT (Kce) 0.3 COMPRESSION COEFFICIENT (Fce) Fce=(KceE)/(le/d)^2 BUCKLING FACTOR (Ke) 1.0 DESIGN DATA: UNSUPPORTED LENGTH (1) 9.00 FEET EFFECTIVE LENGTH (le) 108 INCHES LEAST POST DIMENSION (d) (UNSUPPPORTED) 5.5 INCHES le/d RATIO 19.64 6 x 6 POST CROSS SECTIONAL AREA (A) 30.25 SQ IN DESIGN RESULTANTS: COMPRESSION COEFFICIENT (Fce) 1244.9 ALLOWABLE COMPRESSION PARALLEL TO GRAIN (Fc) 0.761 KSI ALLOWABLE POST LOAD (Pa) 23.01 KIPS ACTUAL POST LOAD (Pac) 2.07 KIPS NEW POSTS: 6 x 6 #1 FOOTINGS AT PORCH POSTS DESIGN DATA: ALLOWABLE SOIL BEARING PRESSURE 1000 PSF CONCRETE COMPRESSIVE STRENGTH (fc) 2500 PSI REINFORCING STEEL YIELD STRENGTH (fy) 60000 PSI LOADING DATA: 1.9 KIPS DEAD POINT LOAD (Pdl) 0.98 KIPS LIVE POINT LOAD (PII) 1.09 KIPS TOTAL POINT LOAD (Ptl) 2.07 KIPS FOOTING SIZE: FOOTING THICKNESS (t) 12.00 IN AREA REQUIRED FOR BEARING (Areq) 2.07 FT^2 SIDE LENGTH FOR SQUARE FOOTING (L) 1.44 FT USE SQUARE FOOTING SIZE: 1.60 FT FOOTING DESIGN: REINFORCING DEPTH (d) d = t*12 - 3.5 8.5 IN STRENGTH REDUCTION FACTOR (phi) 0.9 ULTIMATE DEAD LOAD (Pudl) Pudl = Pdl * 1.4 1.4 KIPS ULTIMATE LIVE LOAD (Pull) Pull = PII * 1.7 1.9 KIPS RESULTANT ULTIMATE SOIL PRESSURE (qu) 1.433 KSF ULTIMATE MOMENT (Mu) 0.6 KIP FT REINFORCING STEEL RATIO (p) 0.00010 < pmin USE: REINFORCING STEEL RATIO (p') p'= p*1.33 0.00014 AREA OF REINFORCING STEEL REQUIRED (Asreq'd) 0.021 IN^2 USE: NO REINF REQ'D PATIO POST FOOTINGS: V- 6" SQUARE x 12" THK. FOOTING aD DANIEL J. DOBBIE Page: 8 Professional Engineer Job No: 2007 20 Mayfair Drive Chico, CA 95973-0707 Date: February 2002 Phone/Fax (530) 345-4743 Schooling Residence FLOOR JOIST (20'-6" SPAN) SIMPLE SPAN, REPEDITIVE, DL + LL LOAD CONDITIONS DESIGN DATA: JOIST SPAN (L) 20.5 FT JOIST SPACING (s) 16 IN LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) (INCLUDING WT. OF JOISTS) 8 PSF UNIFORM LIVE LOAD (wll) 0.053 KLF UNIFORM DEAD LOAD (wdl) 0.011 KLF TOTAL UNIFORM LOAD (wtl) 0.064 KLF RESULTS: END REACTION (Rdl) (DL+LL CONDITION) 0.66 KIPS MAXIMUM BENDING MOMENT (DL+LL CONDITION) 3.36 KIP FT MAXIMUM SHEAR (DL+LL CONDITION) 0.59 KIPS JOIST DATA: BOISE CASCADE 117/8" BCI/650 JOIST JOIST DEPTH (d) 11.875 IN JOIST RESISTIVE MOMENT (Mr) 4.965 KIP FT OK JOIST RESISTIVE SHEAR (Vr) 1.625 KIPS OK EI VALUE (EI) 405000 KSI K VALUE (K) 6550 KSI DEFLECTION: TOTAL LOAD DEFLECTION 0.677 IN SPAN/DEFLECTION RATIO (TL) L / 363 LIVE LOAD DEFLECTION 0.564 IN SPAN/DEFLECTION RATIO (LL) L/ 436 FLOOR JOIST: BOISE CASCADE 117/8" BCl/650 JOIST (20'-6" SPAN) @ 16" o.c. De DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 DESIGN DATA: Page: 9 Job No: 2007 Date: February 2002 Schooling Residence FLOOR JOIST (16'-9" SPAN) SIMPLE SPAN, REPEDITIVE, DL + LL LOAD CONDITIONS JOIST SPAN (L) 16.75 FT JOIST SPACING (s) 16 IN LIVE LOAD (LL) 40 PSF DEAD LOAD (DL) (INCLUDING WT. OF JOISTS) 8 PSF UNIFORM LIVE LOAD (wll) 0.053 KLF UNIFORM DEAD LOAD (wdl) 0.011 KLF TOTAL UNIFORM LOAD (wtl) 0.064 KLF RESULTS: END REACTION (Rdl) (DL+LL CONDITION) 0.54 KIPS MAXIMUM BENDING MOMENT (DL+LL CONDITION) 2.24 KIP FT MAXIMUM SHEAR (DL+LL CONDITION) 0.47 KIPS JOIST DATA: BOISE CASCADE 117/8" BCI/400 JOIST JOIST DEPTH (d) 11.875 IN JOIST RESISTIVE MOMENT (Mr) 2.853 KIP FT JOIST RESISTIVE SHEAR (Vr) 1.625 KIPS EI VALUE (EI) 246000 KSI K VALUE (K) 6340 KSI DEFLECTION: TOTAL LOAD DEFLECTION SPAN/DEFLECTION RATIO (TL) LIVE LOAD DEFLECTION SPAN/DEFLECTION RATIO (LL) FLOOR JOIST: (16'-9" SPAN & LESS) 0.495 IN L/ 406 0.412 IN L/ .488 BOISE CASCADE 117/8" BCI/400 JOIST @ 16" o.c. aDDANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Phone/Fax (530) 345-4743 SEISMIC ANALYSIS SEISMIC FACTOR: V = (3.0 * Ca / R) W SEISMIC ZONE: ZONE NEAR SOURCE FACTOR (Na): NOT APPL SEISMIC SOURCE TYPE (A, B, OR C): NOT APPL CLOSEST DISTANCE SEISMIC SOURCE NOT APPL SOIL PROFILE TYPE (S): SEISMIC COEFFICIENT (Ca): OVERSTRENGTH COEFFICIENT (R) FINAL SEISMIC FACTOR ( 3.0 * Ca / R) _ BUILDING MASS (W) (TRANSVERSE DIRECTION): ROOF: 3743 *.012 = INT WALLS: EXT WALLS: 008*10/2*41 *2= 014 * 10/2 * 73 * 2 = TOTAL SEISMIC LOAD (Vs) (TRANSVERSE DIRECTION): SEISMIC LOAD FOR ALLOWABLE WORKING STRESS: REDUNDANCY FCTOR (p): = 2 - 20 / (rmax * Ab^0.5) TYPE OF SHEAR ELEMENTS LENGTH OF HIGHEST STRESSED SHEARWALL (Lsw) LOAD TO HIGHEST STRESSED SHEARWALL (Vsw) TOTAL BASE SEISMIC SHEAR (Vs) FACTOR (rmax) = Vsw / Vs * 10 / Lsw GROUND FLOOR AREA (Ab) AMPLIFICATION FACTOR (omega) Page: 10 Job No: 2007 Date: February 2002 Schooling Residence SIMPLIFIED DESIGN 3 1.0 TYPE A 2 KM TYPESD 0.36 #VALUE! 5.5 LT FRAMED 0.1964 x W 44.9 KIPS 3.3 KIPS 10.2 KIPS 58.4 KIPS 11.5 KIPS 8.2 KIPS 1.02 USE: p SHEARWALLS 10.5 FT 4.82 KIPS 11.47 KIPS 0.40 2584 FT^2 2.8 TOTAL h'= 22 TOTAL (hCe) _ FINAL FACTOR (Ce'): Ce' = (h Ce') / h' PRESSURE COEFFICIENT (Cq) (METHOD 2): WIND STAGNATION PRESSURE (qs): WIND IMPORTANCE FACTOR (Iw): FINAL WIND PRESSURE (P): AREA OF WIND LOADING (TRANSVERSE DIRECTION): BUILDING WIDTH (Wb) (AT GROUND LEVEL): ELEVATION OF LOWEST DIAPHRAGM (Hd): AREA OF EXPOSURE (Ae): ADJUSTED AREA (Ae') (1/2 OF IST LVL TO GRND): ADJUSTED PRESSURE LOADING DIAPHRAGM (P') WIND LOADING (Vw) (TRANSVERSE DIRECTION): B EXPOSURE 75 MPH 22 FT 0.00 0.00 0.00 1.44 3.35 9.30 14.09 0.640 1.3 15 PSF 1.00 12.49 PSF 73 FT 9 FT 1104 SQ FT 775.5 SQ FT 12.59 PSF 9.8 KIPS WIND GOVERNS WIND ANALYSIS WIND PRESSURE (P): P = Ce * Cq * qs * Iw WIND EXPOSURE: WIND SPEED: MAXIMUM HEIGHT OF STRUCTURE (H): COMBINED HEIGHT, EXPOSURE, AND GUST FACTOR (Ce): ELEV OF WIND EXPOSURE HEIGHT (h) Ce = (h Ce) ABOVE GRADE (FT) 40'- 60' h 1 = 0 0.84 30'- 40' h1 = 0 0.84 25'- 30' h2 = 0 0.76 20'- 25' 113 = 2 0.72 15'- 20' h4 = 5 0.67 01-15, h5 = 15 0.62 TOTAL h'= 22 TOTAL (hCe) _ FINAL FACTOR (Ce'): Ce' = (h Ce') / h' PRESSURE COEFFICIENT (Cq) (METHOD 2): WIND STAGNATION PRESSURE (qs): WIND IMPORTANCE FACTOR (Iw): FINAL WIND PRESSURE (P): AREA OF WIND LOADING (TRANSVERSE DIRECTION): BUILDING WIDTH (Wb) (AT GROUND LEVEL): ELEVATION OF LOWEST DIAPHRAGM (Hd): AREA OF EXPOSURE (Ae): ADJUSTED AREA (Ae') (1/2 OF IST LVL TO GRND): ADJUSTED PRESSURE LOADING DIAPHRAGM (P') WIND LOADING (Vw) (TRANSVERSE DIRECTION): B EXPOSURE 75 MPH 22 FT 0.00 0.00 0.00 1.44 3.35 9.30 14.09 0.640 1.3 15 PSF 1.00 12.49 PSF 73 FT 9 FT 1104 SQ FT 775.5 SQ FT 12.59 PSF 9.8 KIPS WIND GOVERNS aDDANIEL J. DOBBIE Page: 11 Professional Engineer Job No: 2007 20 Mayfair Drive Date: February 2002 Chico, CA 95973-0707 ry Phone/Fax (530) 345-4743 Schooling Residence DIAPHRAGMS & CHORDS ROOF DIAPHRAGM: (TRANSVERSE LOADING) TOTAL LOAD TO ROOF SUBDIAPRAGM (Vr): 5.57 KIPS DIAPHRAGM WIDTH (W): 22 FT DIAPHRAGM LENGTH (L) 40 FT MAXIMUM DIAPHRAGM UNIT SHEAR (vmax): 0.127 KLF ALLOWABLE UNIT SHEAR (va): (CASE 3) 0.180 KLF ADJUST FOR 10d BOX vs. 8d COMMON 0.98 ADJUSTED ALLOWABLE UNIT SHEAR (va') 0.176 KLF ROOF DIAPHRAGM: 15/32" APA RATED SHEATHING, UNBLOCKED BOUNDARY & EDGE NAIL = 8d @ 6" o.c. FIELD NAIL = 8d @ 12" o.c. ROOF CHORD FORCES): MAXIMUM CHORD FORCE (C=T): C = T = Vr"U(8"W) 1.27 KIPS TOP WALL PLATE SPLICE: (TOP WALL PLATE CHORDS) TOP WALL PLATE 2 - 2 x 6 #2 CROSS SECTIONAL AREA (1 - 2 x 6) 8.25 IN^2 ALLOWABLE TENSION PARALEL TO GRAIN (Ft) 0.575 KSI LOAD DURATION FACTOR (CD) 1.33 SIZE FACTOR (Ct) 1.3 ADJUSTED ALLOWABLE TENSION (Ft') 0.994 KSI MAXIMUM ALLOWABLE CHORD FORCE (Tallow) 8.2 KIPS OK TOP WALL PLATE NAILING: (USE 16d SINKER NAILS) (NDS SEC 12.3.1) SIDE MEMBER SPECIES DOUGLAS FIR -LARCH MAIN MEMBER SPECIES DOUGLAS FIR -LARCH NAIL DIAMETER (D) 0.148 IN BENDING YIELD STRENGTH OF NAIL (Fyb) 90000 PSI DOWEL BEARING STRENGTH SIDE MEMBER (Fes) 4650 PSI DOWEL BEARING STRENGTH MAIN MEMBER (Fern) 4650 PSI THICKNESS OF SIDE MEMBER (ts) 1.5 IN PENETRATION MAIN MEMBER (p) 1.5 IN FACTOR (KD) 2.2 FACTOR (Re) = Fern/Fes 1 FACTOR (k1) 1.092 FACTOR (k2) 1.092 FIND LEAST YIELD MODE: MODE IV Z = 118 LBS GOVERNING MODE: Z = 118 LBS PENETRATION DEPTH FACTOR (Cd): Cd=p/12"D (<1.0) 0.845 ADJUSTED LATERAL DESIGN VALUE: ALLOWABLE LOAD TO 16d SINKER NAIL (Z') 99 LBS NUMBER OF NAILS REQUIRED (N) = T / (Z' * CD) 10 NAILS USE: 24 -16d SINKER NAILS TYPICAL ROOF DIAPHRAGM 2 - 2 x 6 #2 TOP WALL PLATES CHORDS: 8'- 0" MIN. LAP AT SPLICES W/ 24 -16d SINKER NAILS BETWEEN SPLICES aD DANIEL J. DOBBIE Page: 12 Q Q Professional Engineer Job No: 2007 20 Mayfair Drive Date: February 2002 Chico, CA 95973-0707 ry Phone/Fax (530) 345-4743 Schooling Residence SHEAR WALL AT BEDROOM 1 LEFT WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = 5.57/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 2.79 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 22.50 FT TOT WIDTH = 22.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.124 KLF ALLOWABLE UNIT SHEAR (va): 0.180 KLF P SHEAR WALL: 7/8" CEMENT PLASTER OVER WOVEN WIRE LATH UNBLOCKED W/ #16 GA STAPLES @ 6" TO ALL STUDS, PLATES, AND BLOCKING w Pld,� PrdPup L P1 H Rd W Rup PANEL P1 DATA: PANEL WIDTH (Vi): PANEL HEIGHT (H): TOTAL SHEAR RESISTED BY PANEL (V): DOES WIND OR SEISMIC GOVERN? IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? UNIT DEAD LOAD TO PANEL (w): APPLIED LEFT DOWN LOAD (Pld): APPLIED RIGHT DOWN LOAD (Prd): APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: OVERTURNING MOMENT (Mo): 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): LEFT DOWN LOAD REACTION (Rd): RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? ALLOWABLE LOAD TO 16d SINKER NAIL ALLOWABLE LOAD TO SIMPSON 'A35' CLIP ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 16d SINKERS TO SUBFLOOR MAXIMUM SPACING AT SIMPSON'A35' CLIP TO BLK'G MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION WIND YES 22.5 FT 9 FT 2.79 KIPS 0.198 KLF 0.00 KIPS 0.00 KIPS 0.00 KIPS 25.1 KIP FT 33.4 KIP FT NO OT 0.0 KIP FT 4.46 KIPS 0.00 KIPS 2x SILL PL 0.099 KIPS 0.45 KIPS 0.48 KIPS 9 " o.c. USE: 8 40 " o.c. USE: 32 43 " o.c. USE: 42 a\rwn DANIEL J. DOBBIE Page: 13 QProfessional Engineer Job No: 2007 20 Mayfair Drive Date: February 2002 Chico, CA 95973-0707 ry Phone/Fax (530) 3454743 Schooling Residence SHEAR WALL AT GREAT ROOM LEFT WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0126 * 708/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 4.46 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 9.67 FT TOT WIDTH = 9.67 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.461 KLF ALLOWABLE UNIT SHEAR (va): 0.490 KLF C SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d @ 3", FIELD NAIL 8d @ 12" 4x FRMNG AT ABUTTING EDGES, 2x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): 9.67 FT PANEL HEIGHT (H): 9 FT TOTAL SHEAR RESISTED BY PANEL (V): 4.46 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.258 KLF APPLIED LEFT DOWN LOAD (Pld): 0.26 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.26 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 26.8 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 9.7 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 17.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 4.78 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.76 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? (50% VALUE) 2x SILL PL ALLOWABLE LOAD TO 5/8" x 6" LAG SCREW 0.60 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 5/8" LAG TO SUBFLOOR 10 " o.c. USE: 10 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 15 " o.c. USE: 12 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 16 " o.c. USE: 16 'z<D DANIEL J. DOBBIE Page: 14 Q Professional Engineer Job No: 2007 20 Mayfair Drive Date: February 2002 Chico, CA 95973-0707 Phone/Fax (530) 3454743 Schooling Residence SHEAR WALL AT GARAGE LEFT WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0126 * 775/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 4.88 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 22.00 FT TOT WIDTH = 22.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.222 KLF ALLOWABLE UNIT SHEAR (va): 0.260 KLF A SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d @ 6", FIELD NAIL 8d @ 12" 2x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): PANEL HEIGHT (H): TOTAL SHEAR RESISTED BY PANEL (V): DOES WIND OR SEISMIC GOVERN? IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? UNIT DEAD LOAD TO PANEL (w): APPLIED LEFT DOWN LOAD (Pld): APPLIED RIGHT DOWN LOAD (Prd): APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): LEFT DOWN LOAD REACTION (Rd): RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? ALLOWABLE LOAD TO 16d SINKER NAIL ALLOWABLE LOAD TO SIMPSON 'A35' CLIP ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 16d SINKER TO SUBFLOOR MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION WIND NO 22 FT 10 FT 4.88 KIPS 0.30 KLF 0.00 KIPS 0.00 KIPS 0.00 KIPS 32.5 KIP FT 48.4 KIP FT NO OT 0.0 KIP FT 6.60 KIPS 0.00 KIPS 2x SILL PL 0.099 KIPS 0.45 KIPS 0.48 KIPS 6 " O.C. USE. 6 28 " o.c. USE: 24 29 " o.c. USE: 24 aDDANIEL J. DOBBIE Page: 15 Professional Engineer Job No: 2007 20 Mayfair Drive Date: February 2002 Chico, CA 95973-0707 ry Phone/Fax (530) 345-4743 Schooling Residence SHEAR WALL AT MASTER BEDROOM RIGHT WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0126 * 717/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 4.52 KIPS PANEL SIZES: HEIGHT WIDTH P 1: 9.00 FT 9.00 FT TOT WIDTH = 9.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.502 KLF ALLOWABLE UNIT SHEAR (va): 0.640 KLF D SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d @ 2", FIELD NAIL 8d @ 12" 4x FRMG AT ABUTTING EDGES, 4x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): 9 FT PANEL HEIGHT (H): 9 FT TOTAL SHEAR RESISTED BY PANEL (V): 4.52 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.198 KLF APPLIED LEFT DOWN LOAD (Pld): 0.15 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.15 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 27.1 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 6.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 20.9 KIP FT LEFT DOWN LOAD REACTION (Rd): 4.40 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -2.32 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB1 6'ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 4x SILL PL ALLOWABLE LOAD TO 5/8" x 8" LAG SCREW 0.88 KIPS ALLOWABLE LOAD TO SIMPSON'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 5/8" LAG TO SUBFLOOR 22 " o.c. USE: 16 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 11 " o.c. USE: 8 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 12 " o.c. USE: 12 aD DANIEL J. DOBBIE Page: 16 Professional Engineer Job No: 2007 20 Mayfair Drive Date: February 2002 Chico, CA 95973-0707 ry Phone/Fax (530) 345-4743 Schooling Residence SHEAR WALL AT GARAGE/MASTER BATHROOM RIGHT WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0126'` 240/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.51 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 4.00 FT P2: 9.00 FT 5.50 FT P3: 9.00 FT 4.00 FT P4: 9.00 FT 4.00 FT TOT WIDTH = 17.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.086 KLF ALLOWABLE UNIT SHEAR (va): 0.180 KLF P SHEAR WALL: 7/8" CEMENT PLASTER OVER WOVEN WIRE LATH PANEL RESULTS: UNBLOCKED W/ #16 GA STPLES @ 6" TO ALL STUDS, PLATES, AND BLOCKING PANEL P1 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 9 FT TOTAL SHEAR RESISTED BY PANEL (V): 0.35 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.198 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 2.1 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.1 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 1.0 KIP FT LEFT DOWN LOAD REACTION (Rd): 1.05 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -0.25 KIPS NEGL NO HOLDOWNS REQUIRED SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKER TO SUBFLOOR 9 " o.c. USE: 8 MAXIMUM SPACING AT SIMPSON'A35' CLIP TO BLK'G 40 " o.c. USE: 32 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 43 " o.c. USE: 42 aDDANIEU. DOBBIE Page: 17 Q Professional Engineer Job No: 2007 20 Mayfair Drive - ° Chico, CA 95973-0707 Date: February 2002 Phone/Fax (530) 345-4743 Schooling Residence SHEAR WALL AT GARAGE FRONT WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0126 " 286/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 1.80 KIPS PANEL SIZES: HEIGHT WIDTH P1: 10.00 FT 3.00 FT TOT WIDTH = 3.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.600 KLF ALLOWABLE UNIT SHEAR (va): 0.640 KLF D SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d @ 2", FIELD NAIL 8d @ 12" 4x FRMG AT ABUTTING EDGES, 4x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): PANEL HEIGHT (H): TOTAL SHEAR RESISTED BY PANEL (V): DOES WIND OR SEISMIC GOVERN? IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? UNIT DEAD LOAD TO PANEL (w): APPLIED LEFT DOWN LOAD (Pld): APPLIED RIGHT DOWN LOAD (Prd): APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) PANEL RESULTS: OVERTURNING MOMENT (Mo): 2/3 DEAD LOAD RESISTING MOMENT (Mr): NET OVERTURNING MOMENT (Mnet): LEFT DOWN LOAD REACTION (Rd): RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) ALLOWABLE UPLIFT SIMPSON 'PHD6' ON 2 - 2x ALLOWABLE UPLIFT SIMPSON 'SSTB28' ANCHOR SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? ALLOWABLE LOAD TO 5/8" x 8" LAG SCREW ALLOWABLE LOAD TO SIMPSON 'A35' CLIP ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT MAXIMUM SPACING AT 5/8" LAG TO SUBFLOOR MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION WIND YES 3 FT 10 FT 1.80 KIPS 0.198 KLF 0.15 KIPS 0.15 KIPS 0.00 KIPS 18.0 KIP FT 0.9 KIP FT HD REQ'D 17.1 KIP FT 6.60 KIPS -5.70 KIPS 5.86 KIPS OK 10.1 KIPS OK 4x SILL PL 0.88 KIPS 0.45 KIPS 0.48 KIPS 22 " o.c. USE: 16 11 " o.c. USE: 8 12 " o.c. USE: 12 aD DANIEL J. DOBBIE Page: 18 . Professional Engineer Job No: 2007 20 Mayfair Drive Date: February 2002 ,.. Chico, CA 95973-0707 rY Phone/Fax (530) 345-4743 Schooling Residence SHEAR WALL AT BEDROOMS 1 & 2 FRONT WALLS FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0126 * 776/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 4.89 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 3.50 FT P2: 9.00 FT 4.00 FT P3: 9.00 FT 4.00 FT P4: 9.00 FT 4.00 FT TOT WIDTH = 15.50 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.315 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF B SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d @ 4", FIELD NAIL 8d @ 12" 2x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): 3.5 FT PANEL HEIGHT (H): 9 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.10 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.282 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 6.6 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.2 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 5.5 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.55 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.56 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON 'A35' CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKER TO SUBFLOOR 5 " O.C. USE: 4-r MAXIMUM SPACING AT SIMPSON'A35' CLIP TO BLK'G 21 " o.c. USE: 16 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 " o.c. USE: 22 aD DANIEL J. DOBBIE Page: 19 QQ Professional Engineer Job No: 2007 20 Mayfair Drive Date: February Chico, CA 95973-0707 2002 Phone/Fax (530) 345-4743 Schooling Residence SHEAR WALL AT DINING/MASTER BEDROOM BACK WALL FOR IN -PLANE WIND OR SEISMIC SHEAR SHEAR COLLECTOR WALL LINE DATA: V = .0126' 521/2 TOTAL SHEAR COLLECTED TO WALL LINE (V): 3.28 KIPS PANEL SIZES: HEIGHT WIDTH P1: 9.00 FT 4.00 FT P4: 9.00 FT 6.00 FT TOT WIDTH = 10.00 FT RESULTING UNIT SHEAR AT WALL LINE (v): 0.328 KLF ALLOWABLE UNIT SHEAR (va): 0.350 KLF B SHEAR WALL: 3/8" APA RATED SHEATHING, BLOCK PANEL EDGES EDGE NAIL 8d @ 4", FIELD NAIL 8d @ 12" 2x SILL PLATE PANEL P1 DATA: PANEL WIDTH (W): 4 FT PANEL HEIGHT (H): 9 FT TOTAL SHEAR RESISTED BY PANEL (V): 1.31 KIPS DOES WIND OR SEISMIC GOVERN? WIND IS HEIGHT OF STRUCTURE > 1/2 OF THE WIDTH? NO UNIT DEAD LOAD TO PANEL (w): 0.294 KLF APPLIED LEFT DOWN LOAD (Pld): 0.00 KIPS APPLIED RIGHT DOWN LOAD (Prd): 0.00 KIPS APPLIED RIGHT UPLIFT LOAD (Pup): (NEGATIVE UP) 0.00 KIPS PANEL RESULTS: 2/3 OVERTURNING MOMENT (Mo): 7.9 KIP FT 2/3 DEAD LOAD RESISTING MOMENT (Mr): 1.6 KIP FT HD REQ'D NET OVERTURNING MOMENT (Mnet): 6.3 KIP FT LEFT DOWN LOAD REACTION (Rd): 2.75 KIPS RIGHT UPLIFT REACTION (Rup): (NEGATIVE UP) -1.58 KIPS ALLOWABLE UPLIFT SIMPSON 'PHD2' ON 2 - 2x 3.61 KIPS OK ALLOWABLE UPLIFT SIMPSON 'SSTB16' ANCHOR 4.42 KIPS OK SILL PLATE ATTACHMENT: 2x OR 4x SILL PLATE? 2x SILL PL ALLOWABLE LOAD TO 16d SINKER NAIL 0.099 KIPS ALLOWABLE LOAD TO SIMPSON'A35"CLIP 0.45 KIPS ALLOWABLE SHEAR PER 1/2" ANCHOR BOLT 0.48 KIPS MAXIMUM SPACING AT 16d SINKER TO SUBFLOOR 5 " o.c. USE: 42 MAXIMUM SPACING AT SIMPSON 'A35' CLIP TO BLK'G 21 " o.c. USE: 16 MAXIMUM SPACING AT 1/2" BOLTS TO FOUNDATION 22 " o.c. USE: 22 DANIEL J. DOBBIE Professional Engineer 20 Mayfair Drive Chico, CA 95973-0707 Telephone/Fax (530) 3454743 Mdobbie(@cs.com May 24, 2002 Job No. 2007 Butte County Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Attention: Dave Wasney, Inspector Re: Schooling Residence, Revised Door Header Dear Mr. Wasney, After reviewing the concentrated load from the roof girder truss on the door header at the 8'-0" slider in the master bedroom, I am revising the member size to a 5 '/4" x 9 '/z" Versalam instead of the 6 x 12 shown on the drawings. RespectfEobbie, ll DanielE. C42028 MAY 2 8 2002 BUTTE COUNTY PLANNING DIVISION I 4 �1OUNTY OF BUTTE — DEPA'RTiVIENT OF PUBLIC WORKS ` 7 County Center Drive- Orville, California 95965 •-� - �• Telephone`:53��4501 "/Al APPLICAT10N1 AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date ` Signature of Permitee or Agent Receipt No. / �? 0 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. ' DIRECTOR OF'PUBLIC WORKS Byl.rt` t� Date -Building permit expires Date I BUILDING Owner Z / / -� �- �/i (_ (�/ r�% i .t SO. FT. OCC. BUILDING VALUATION \ Mailing Address Telephone No. Contractor• -� r >.� 7 k`�`{� ( 1 Fireplace t�a3a, �', \ f Mad ing-Address_ J2 Total Valuation CA / L c C y� �/ �'� (r Telephone No: � 4 � C lt Permit Fee Building Address a�V 64J % v Plan ng Fee`&/or Penalty it Fee Permit Fee f�-/� t7/ c�c. �r4! ,mac �!� Yf•/ LG �C PLUMBING No. @ FEE r / T� �-rF*�'S / / '� i-vt� (. �t u 1 c3v�� it► -j r� �i c+/� f . PERMIT FILING FEE $3.00 Each Trap 1,50 1C. 6 09, j/ e- Repair drainage}or vent piping 1,50 �` ,\ A. P. No. �( � y &, 'Planning Water piping 1.50 �Ch,gas water heater'or vent 1'50 �pn.in: Fees W C: SanNItiom Fi�e�Qgp . ,FiireZone, i .,se{Permit ' Parking Parcel �' \ EOA Plans Declaration Parcel Map 60' R/ Im' rovements 1pas'piping system 1 - 5 outlets 1.50 Each additional outlet .30 Building sewer 5.00 , Bldg. Plans`"Rec'd Parcel Ap roval Plans Approval Lawn:sprinkler system 2.00 NEW ADDITION ❑ TILITIES, •. ,OTHER ® Permit Fee r ; $ ELECTRICAL No.1 @ FEE $ I"�,s �[ f�,ri>j �� , �, rt• ,)'� V - PERMIT FILING FEE $3.00 Main service 600V OR LESS -• 100 AMP OR LESS 5.00 (� Single Family,[R Duplex ElMo it Hb�\!©` Others ❑ Main service EA. ADD'L 100 AMP 2.50 — �, • Main service 1O00EAMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. // DWELLING OCCUP. '1 l OR ADDNS. % ACC. BLDGS. 2�Sgft CONTRACTORS LICENSE LAW I am licensed under the rOVJ.S10-�1-aatef 9, Div. 3, of the State of California Business & PrPr o ns Code under the name style of: � � /C �T r �'9' - �• NEW CONSTR MULTI -OUTLET NON -RES,., (BRANCH CIRCUITS 2.50ea 'NEW CONSTR. /POWER APPARATUS B NON-RESID• (SINGLE OUTLET CIR.@ Ex. OCCUi7(OUTL`ETS OR FIXTIIRESBAL@?C0 , OR .L 00 Ex. Occup (OUTLETS OUTLETTSS (RESESID,) EA) Temporary service 10.00 A Mobile Home Facilities 15.00 ,C� License No. �f �� 5 S Classificationt! Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ FEE - WORKMEN'S COMPENSATION INSURANCE - I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ' . r ❑I have placed on file with,the County of Butte a certificate of Workmen's Coml sation Insurance. ❑-I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of . California. PERMIT FILING FEE $3.00 _?, GNU Heating l/)r /I,f ko 4600 a, Cooling nj Ventilation Hood 2.00 Permit Fee $ $ 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 1Land Development Fee $ TOTAL PERMIT FEE $ J /� authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date ` Signature of Permitee or Agent Receipt No. / �? 0 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. ' DIRECTOR OF'PUBLIC WORKS Byl.rt` t� Date -Building permit expires Date ;# COUNTY OF BUTTE 'tit -.-,DEPARTMENT OF PUBLIC WORKS 7 County Center Drive" - OrRville, California 95965 r Telephone`. 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. XXli�1/ , �' .:� 4ke-192 Date '!!!'3Z19? Signature of Permite-'" gent'pr r Receipt No. 9- 4 $? 7 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS �� -� �" �� Date Bui-lding permit expires Date �% / • n BUILDING Owner 6a - SO. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor ' � Mai I i ng Address o Fireplace/ Total Valuation ,�- CA44• ,/i 1"? 3; 9 Telephone No. Fi,_S-1V R S Permit Fee If 01 Building Address .s �-- Ww Plan Checking Fee&/or Penalty Fee —Permit =' PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. -7— Q 3 Zoning &Planning Water piping 1.50 - Each gas water heater or vent 1.50 Fees W-fC: I Sanitation Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Ma pBuilding 60' R/W Improvements Each additional outlet 30 sewer 5.00 Bldg: Plcn`s'Rec'dParcel A p2rovol Plans Approval Lawn sprinkler system 2.00 ❑ ADDITION ❑ UTILITIES ❑ OTHER ® Permit Fee $ $ ,�N^EW ) - .. LFe-, 6;V_, G', ^'b 5' cam- ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 , 00 Main service 100 AMP OR00V OR SLESS 5.00 ^r4\] Single Family Du lex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 -%� Main service OVER soov 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 / Ir •••� .F / !1 NEW CONST. /DWELLING OCCUP. Y1 •Z�Sq ft OR ADDNS. % ACC. BLDGS. I CONTRAC OR'S�ICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: / llyxJ '' e (f �/ eLe- Z) /C NEW CONSTR.BRANMULTCH UT LET NON -RESID � BRANCH CIRCUITS 2.5Oea NEW CONSTR. POWER APPARATUS.6 NON •RESID. SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTIIRES a �@1 FIXED APPLNS. OR Ex. OCCUp. ( OUTLETS (RESID.) EA) 2.00 • /{✓ Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL N0.1 @ I FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. [g,,I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relatinq to buildinq construction, and hereby PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 2.00 Permit Fee $ Land Development Fee $ $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. XXli�1/ , �' .:� 4ke-192 Date '!!!'3Z19? Signature of Permite-'" gent'pr r Receipt No. 9- 4 $? 7 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS �� -� �" �� Date Bui-lding permit expires Date �% / • n 23 24 / _ -><-9-#�--•-=— i --—:3�Y�--_—'_I --370— 673.7 CIDv 3�`37241A,;. 4 3B 29.5.5 Alc. 3 I I �• R 30"915 Ac. I I ` Q: fin �.y.-�� _ _ 467017 I co.\O/ --45 �/.04.uC. gn y • 326.04 21/44, I � � GOy / I' / -9 20 " c 2/ 22 O O O O / 72.6 Ac. 45 Ac. 40 Ac. S(/B 40 Ac. • .`L '"�' 5 MI 6 8 9 M f I I . p I /625.4 //55 /320 / /075.3 /452.3 Z ' CANA /3//.2 762.9 WEST 522:7 ,.; 4 ��O ` I Q4 ` 70.963 Ac. _ 504.241 40 A c. 1335.18 ` . ni 1 3 /7/7./ �, h e p BES C. 64 � N /5 `S'FCQ /2 �. N `\ O ^-------- 20 Ac. ,834. i � 3/.64 Ac. � 6 _ • 2 36. / A c. 24 Ac. /6 /646.04 !60•:3.3 20 Ac. /952_0 �� 0 23 ✓; - ;. � f7) 4 cow \ � /39.5 Ac. ° ��5c:;:. . ,i. Y. 24 .4c. �a/® ( s2.2�.ac - i � i 625.58 3//. 5 ` �.� 25 1.30 : . COUNTY OF BUTTE x-_ .DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - I Croville, California 95965 Tel+ephone:'534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above -menti o d property for inspection purposes. XDate ,y Signature —of Permit r AAnt Receipt No. I n -;o `t o Z White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been aid. DIRECTOR O UBLIC WORKS By Date Building permit expires Date BUILDING " Owner > G. SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor Mailing Address j Fireplace Total Valuation 1),C- Telephone No.a Permit Fee Building Address W Plan Checking Fee&/or Penalty Permit Fee O PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trao 1.50 Repair drainage or vent piping 1.50 _ �f^ A. P. NO. — V Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 F W Senittlt+en Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans I ParcelEach I Declaration I Parcel Map 60' R/W Improvements additional outlet .30 Building sewer 5.00 Bld ans c'd I Parcel A roval I Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ® Permit Fee $ $ V ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 600V OR LESSrep} Main service 100 AMP OR LESS 5.00 , w Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADO'L 100 AMP 2.50 Main service OVER 100 AMPe00v OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 Q2 pf d NEW OR ADDNST /DWELLING ACCBDGS.CCUP. &) 20 sq ft CONTRACTORS LICENSE LAW 1 am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business &Professions Code under the name style of: NEW CONSTR. MULTI -OUTLET NON•RESID, BRANCH CIRCUITS) 2:50ea NEW CONSTR. POWER APPARATUS B NON-RESID. (SINGLE OUTLET CIR, Ex. Occup{OUTLETS OR FIXTI[RES B �@1 Ex. Occup. ( FIXED APPLNS .00 OUTLETS(RESIREi. D.O)REA 2.00 ` Temporary service 10.00 Mobile Home Facilities 15.00 License No. Z2il"6'12 Classification /G Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL N0.1 FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 Land Development Fee $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above -menti o d property for inspection purposes. XDate ,y Signature —of Permit r AAnt Receipt No. I n -;o `t o Z White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been aid. DIRECTOR O UBLIC WORKS By Date Building permit expires Date COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS - 7 County Center Drivg - #Gtoville, California 95965 Telephone' 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. XDate 67 Signature of Permiteelor Agent Receipt No. /{erpZ�aY-b White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which4CTOR es have been paid. 0 ELIC WORKS By Date Al permit expires Date BUILDING Owner L— SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor w v Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building AddressPlan Checking Fee&/or Penalty Permit Fee PLUMBING No. @ FEE offN] *�l r O�v PERMIT FILING FEE $3.00 Each Trap 1.50 ,G Zj Repair drainage or vent piping 1.50 A. P. No. -- -- a Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 FLO-< ze. 1 Sarlitati'on Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans I Parcel Declaration Parcel Ma p 60' R/W Im Improvements p Each additional outlet .30 Building sewer 5.00 Plans c'd I Parcel Aperoval I Plans Approval Lawn sprinkler system 2.00 P� NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ �L v ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family 1,IR Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 600v 25,00 100 AMP OR LESS Main service// EA. AOD'L 100 AMP 1.00 OR ADDNS-NEW CONST. l ACCLBL GSDWELING CCUP. 4\ 2¢Sgft l/ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: .40`9r ljPx �P/9Tj;✓�+�c"91 NEW CONST R MULTI.OUTL T NON-RESID, BRANCH CIRCUITS)1 2.50ea NEW CONSTR POWER APPARATUS &, NON.RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTURES 5 L� FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Q r .2 1JZ Z!4,(ev ` c4 Mobile Home Facilities 15.00 License No. ��L%��Classification �,�V �C Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ T- 77 -MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ua- certify that in the performance of the work for which this U permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 , �O Heating (j 4�0 60 Cooling Q Ventilation Hood 2.00 Permit Fee $ , EYE 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 Land Development Fee $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. XDate 67 Signature of Permiteelor Agent Receipt No. /{erpZ�aY-b White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which4CTOR es have been paid. 0 ELIC WORKS By Date Al permit expires Date