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040-280-093
040-280-093 99-0764 ANGEL, Jack & Audry ur-ham _ Contr. Jim Black New Single FpmiI fiivA� �o� 040-280-093 04-0967 ANGEL, JACK 9032 GOODSPEED ST, DURHAM Cont: CARE FREE POOLS NEW POOL MSTR #502-01 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION At: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP040967 LICENSED CONTRACTORS 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 Issued Date: 05/10/2004 APN: 040-280-093-000 the Business and Professions Code, and my license is in full force and effect. License Class: C-63 3 License Number: • 3V2 1 Site Address: 9032 GOODSPEED ST DUR Date: Contractor: �-!t PktEf 00d4 Map Index: Description: IN GROUND GUNITE POOLMASTER #502-01 p OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: ANGEL JACK & AUDREY to its issuance, also requires the applicant for such permit to file a 9032 GOODSPEED ST signed statement that he or she is licensed pursuant to the provisions of DURHAM, CA the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95938-9723 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Applicant: CARE -FREE POOLS Code: The Contractors' State License Law does not apply to an ' owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, 9 ALYSSOM WAY provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one CHICO, CA 95927 year of completion, the owner -builder will have the burden of (530) 342-4639 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: CARE -FREE POOLS and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 9 ALYSSOM WAY ❑ 1 am Exempt under Article 3 of the Business and Professions Code CHICO, CA 95927 (530)342-4639 Date: Owner: License #: 380826 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 Architect: is issued. ®/have and will maintain workers' compensation insurance, as Engineer: BACHMAN &ASSOCIATES required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier. t? �O� Total Square Ft: 0 S. F. Policy u: ! —o3 Valuation: $0.00 ElI certify that in the performance of the work for which this permit is Census Code: issued, 1 shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I sham forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. / l CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for whi h this rmit is issued (Sec 3097 Civ.) Resoluti s o dp work indicated a o f • which fees have been paid. >O O BY' Name: Date: Address: PERMIT EXPIRES ON: 5/—/ Q (DAte) ❑ 1 hereby certify that the se of is facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to upon the above mentioned property for inspection p s. �enntter Print Name: / L'�/ Signature: ` Date: � 6 ❑ Owner 3 Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. DATE:7 Q 6 O � 4 ^ � ONING: J NEAREST CROSS STREET: CT/LOTt .. n SITE ADDRESS:.. 6 136 -A C clrY, zIP: L) 04 OWNER NAME: PHONE: STREET ADDRESS: 514 M,5 FAX CITY, ZIP: E-MAIL: APPLICANT NAME: C "(1;7 PHON STREET ADDRESS: � G 0 FAX CITY, ZIP: �fa -f (` C C !�- ;1 E-MAIL: CONTRACTOR NAME: PHONE: STREET ADDRESS: FAX CITY, ZIP: E-MAIL: LICENSE NUMBER: 8c� © LICENSE TYPE: ARCHITECT/ENGINEER NAME: PHONE: STREET ADDRESS: 44 FAX: CITY, ZIP: LICENSE NUMBER: E -MAIL - DESCRIPTION OR SCOPE OF WORK: )kjE L c' n1 —59 ❑ Structure Built without permits ❑ Proposed Change of Occupancy (note previous use) '5L ©lcr-�; O S Za C,, EXPIRATION OF APPLICATION Applications for which a permit has riot been issued will expire one year. after the date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. For office use only: , Notes: Application `'I l —vim Received by: Date: Receipt number: e3G Amount Received: q0. (,f B. C. Building Permit 01-23-04 pg 2 COUNTY, OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEETn(w OWNER: ASSESSOR PARCEL NU B v c V v � Proposed Building Use: Counter Technician: 1 ct"'VDate: lets required in order to apply or a permit. All boxes MUST be checked OR marked NA in order o apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ . 4. Engineered truss details and layouts in duplicate. No faxes! ❑ b, Letter from Engineer or Architect for truss design review. ❑ 6'. Energy compliance design and supporting documentation in duplicate. ❑ :7: Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor -Plan,' (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate F . ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings , ❑ 13. Detached Accessory Building Form filled out by the owner ►' ❑_ _ 14. Hazardous Material Form 0(1 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing -permit ........................................................................ ❑ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by. i 24. Planning approval (A),Use:0� (B)Parking: (C) Parcel Check: "�L-I ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... ❑ 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given Downer, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits ............... :..................... .................... ❑ 36. Deed Restriction..................................................... :................................... �. ❑ ' 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ , ❑ 38.- Other: ❑ 39. Other: J When issued Telephone and hold for pickup. A I have been linfo,,t,,rmed-o he above i sand req irements for obtaining a building permit. Applicant: Date: 1' IndexPP ermit application for the above items numbered: Plan Check Letter P 2. Additional items required !Contractor, designer, owner, was advised of the above data b ❑ phone, ❑ mail, ❑ counter, by Date: ` Contractor, designer, own was advised of the a4o d to b phone, ❑ mail, ❑ coun r, by Date: Plans reviewed by: Date: �:'dt �'� Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division w A ft s TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.M. USE ONLY Piot Plea Attached ter` Y`Fioor Plan Attached Sent to B.D. / Aj ov!�ez Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for:' NOTE: , le51�..�� //_� 110141 Envir nmental Health Specialist Date A 8/96 i r' NOTES RESIDENTIAL 040-280-093. 99-0764 oSf PERMIT NO. ANGEL, Jack & Audry o l,A cQ� w •., S P a�'f� F� G� o s o'^'+e._, I=---iur'�42:�1?T��l•'rt� _S4r4 Do _ 4.1p r.. 6Fid + Contr: Jim Black o e.��ni��ak� _'New Single Family I� % �O0 ala oyl 5 e G 'f Irk'T SPECIAL CONDITIONS t -CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. f SPECIAL INSPECTION ITEMS• �VERIFY ' I USE PERMIT CONDITIONS 1 SUB -STANDARD HOUSING LETTER OFFICE COPY Address -5.0 GAS Meter By Datel/ r7 ELECTRIC Meter By� 4 Date 1 JOB FINALED (Date) !� Signature ✓= OK' 0 = Not OK - = NotApplicAe RESIDENTIAL (Single & = Not Ready Date nderfloor (Plans) OK except #'sI Date _ Zooirto-Setbacks Easements,Flood-Slone p!Ftg., Main; Ws-Elec(pfid.-///ZFtg. Depth g., rage; Soils-Steel-EJaj.Q#nd.-/ Ftg. Depth NIEL , Porches & Decks; Soils -Steel-/ /" Ftg. Depth Sterywalls, Main; Ste el- Blockouts-Wrapped 9a/Rold Downs and Special Anchors 8. Pie rrs=Fireplace Ftg.-Steel +9. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Q. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date _ y�7Y Card B-1 /) Date /—/-') -YY Card B-1 kJ� DateCard Date Card B-1 Date UMBING (Permit) OK except #'s r r.; Vent -Access -Combustion Air Baffle W r Pipe; Test & Anchor -Nail Protection Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access ' Gas Pipe; Sixe & Anchors Date Date 171Card Card B-1 Date Card B-1 B-1 � Date Card B-1 Date fXECTRICAL (Permit) OK except #'s . Fi_xture & Transformer Clearance -Ins. Protection 2k r -'69c. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled 2 ex Installed Close to Edge of Studs & C.J. 2P"'E%aip. Ground made up w/Meeh Fasteners -Bond Gas & Water pliance Circuits in Kitchen & Conductor Size GFI 2 . Subfeed Wire Size / / ga. Cu o"Al- Wire Size /1f / ga Cu or At qoAange Circle / / g or Al -Oven Circ. / / ga Cu or AI ulated Neutral Uolre-s O No Service -Riser Conductors & Ground Main Disconnect 32.,Equip. Clearances Panels-Motors-Mech. Equip. 36. rhes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 jg Date Card B-1 Date Card B-1 Date Card B-1 Date _PECHANICAL (Permit) OK except #'s A. Ducts Insulation & Support V,pert Fan, Exhaust above insulation Co nsate Drain & Overflow, Size & Grade Gp5inace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date /FRAMING (Permit) OK except #'s 46 Si roper Materials & Anchors Studs -Nailing Spacing & Braces -Plates -Sound 4 ring Walls over Girders & Floor Nailing Stop in Walls (rat proof) F' Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing FRAMING o N 6 C' ng. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. ince Ties or Type A Flue -Fireplace Throat Clearance Atti ccess; Size & Romex Protection -Draft Stop -Ins. Baffles B . Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 14--maT17- WI Broom- Rise -Ru n•Landing- Fire Protection SWOFlywood on Roof Overhang -Attic Vents -Rafter Outriggers v46. r Mesh -Drip Screed -Fd. Vents-Underflr. Access V G ' '' 60. Brace drior/Exterior V/etf"Panels 61. Insulation -W -Ceilings _- nfiltration-Walls-Windows Date Card B-1 Date cV% Card B - Dat Card B-1 DateO Card B-1 Date INAL (Plans) OK exc t 's E_0,5T_eps-Door & Sidelight Protection -Landings Smo Detector urnace Vents -clearance -Comb, Air -Connector - In age; Abov Floor -Ducts -Mach. Protection edroo xiting 67. QX & Bath Fkfures & Tub ess- a Elec. Trim & Subpanel, Breaker Sizes & Labels le'E09flace or Stove, Clearance -Hearth 1ec13utlets at Wood Panel, Int. & Ext. '7; / P it. F'xt. & Appliance; Ground -Air Gap -Cooking Clearance 7 c. Outlets & Receptacles at Kit. Counter ar Fire Door; Swing -Landing -Closure 4e<C._QLWct in Garage -Damper 7 6. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in e; Above Floor-Mech. Protection 7 Plb. lec. & Mech. Equip. Listed fdr. Location 7 . le eceptacles in Garage (F.F.I.)-Romex Protection nsul n -Foam -Looked in Attic Rails & Deck Construction -Post Caps _ Fdn. VBents & Crawl Hole Door Drainage & Aod-Earth Clgarance Looked undeVknr O Yes Fob Instld Orive es . ] No/Walks es 0 No/Planters 0 Yes No Disconnect, to ( ter Well, Disconnect, Electrical, Plumbing xt . r Elec. Trim, G.F.I. Receptacle -Underground 8 eOlation Throughout House I s Protection Sk-1rectiorWfforn Previous Inspections 17, s -Meters Tagged, Gas -Electric r ewer Connected -C/O to Grade -HD Approval gy Compliance Certificate -Other Certificates //64✓Address Posted Date ' Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Date r Card B-1 Date Card B-1 Comments at Final: ./ = OK 0 --'Not OK = Not Applicatile • = Not Ready MOBILE HOMES 1. Date MOBILE HOMEUTILITIES (Plans) OK except #'s 9. 1•. Zoning Requirements -Setbacks -Easements 10. 2. Soils; Special MH Support Sketch 11. 3. Sewer; Location -Test -Fall -C/O -Concrete 12. 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ /'LPG 7. Well Clearance & Discohnect 8. Utility Clearance 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability Date Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date Elec.; Receptacles and Lighting, Distance-GFI Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged Date 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 f 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.; Post s- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-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- Enclosure s-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 INTER-DEPAR NTAL MEMORANDUM 017 TO: BUILDING DIVISION, ORO. VILLE FROM: lcc�_¢!` %3fdav d , ENVIR. HEALTH, CFHCO DATE: 99 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: e��� , ,�, SEPTIC: } WELL: Aft -40-2-80 093 ADDRESS/LOCATION: Comments: M%unwhekasebold .� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA o (530) 538-7541 CORRECTION NOTICE '.0-% OWN PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r/7 tv ri �r 42 o .—.+�.•.r �...-+ �r .- .-i,-; .�,�,Fav-•r-�.sr�+ti+c"�'Rf.RL1ri`�-�sa....r...�.[:r.. ., 3-a.�z :+F 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 '9 7G y 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 coma his office immediately. r- a? ^Ile boa-t'� Tb •.�.,,, k ' Gd -a ; .mac. �/ov/ s>ti xe/i X yel ✓ CJs 6,* /d -e Or h feeti 4e X-- -ee ejo lai / S e vi'c 1 -op, le eal e e -e-/- 7Yoaf CGG✓r�//mss Date REV Inspectorle SS <� f . COUNTY OF BUTTE 's 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 OWN 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 :6i e% -./.:Co ( b.0,605 IWD-Or- T/fL �Jd/I�' n� ?i .�J glw CZE '4 .tai c e_ Ne -de a e/� D�G �P�eI L� Al Dr�v e� Date qjelllff Inspector L sS e REV 10/9 www--� •�•�' - 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 thisyffice immediately. �Ae,0 e Date lllqqInspector oe u REV 10/9 Ai 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 `f CORRECTION NOTICE ` L4 a - r 9— 7A OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the ;r above address and should be corrected. Please notice this office when correction of work is a completed. If you have any questions pertaining to this matter, or need additional explanation, - pAcont this office immediately< li D 02 p t to 4 r7 42,&- 14 D a C'l�a-v of ve Pa 4o f -e.or— 1 2-"5 G� PSS .✓ Oi •c 19n�� ?10/92 ac Q `i ' �wr O �i 6 3 D 5 nl Inspector 6U J` $r�i E3 Rrc UaA 4" J COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES • ' 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 s �J 747 Elliott Road, Paradise, CA - (916) 8724307 f CORRECTION NOTICE ,y OW R PERMIT NO. A routine'inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Date REV 10192 Inspector J s, s v ,v s L •u - sa ^1 r tk a; t iso •Rf ar �1 ii ,.N t 51 { r; Date REV 10192 Inspector - COUNTY OF BUTTE ....... . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES. `N 1469 Humboldt Road, Chico, CA - (916) 891-2751 1 7.County Center Drive, Oroville, CA - (916)•538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 0014ER J - PERMIT NO. r I 1 A routine inspection indicates that the following violations of Butte County Ordinances exist at d the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ' - please contact this office immediately. o y86 A LA,pew �Y/to r/- J 'F w _ u ' ~i � est' � �.:-':`. �' / G lC Gi7•fSZ' P -u, 3py�63y i L 4— / --ro r 19cr. f-a� C A T C of� T5/1 ,'`t ��� T �er w �� • ne_V ri 0 < t yc 0- C 4 / YDate 2 c/ Inspector v5SC 0192S+r--P be `.¢"�:' f ` bAc� pouf°'o ..M .. j. whaw COUNTY OF BUTTE I I 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 thiselfice immediately. "!lel �KJ i►i % . -J. I —49/ "3 4 '4. e/ -'9— — i CA If l tP UiSe I t�;0 X22 —I'V 7F610 r r .f Date Inspector REV 1012 ', `i t,' 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 R 9g W a' 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 •j;j completed. If you have any questions pertaining to this matter, or need additional explanation, ?il please contact this office immediately.' otc e kuc> /l 9 a ra i _?"P 40-e /0" aee 2 PY i Af y ✓ c9 Ii td aTom IY IA)11 L 4.-- _�a�e�au/ Sla�6 Date J= t + / Inspector REV 10/92 zl MEEKS BUILDING CENTER INTER -COMPANY CORRESPONDENCE DON'T SAY IT! - WRITE IT!. To Date _ 'r From r 11 3 ABS -: AMERICAN BUILDING SUPPLY, INC. ,\ 4 MOLD SPECIFICATIONS } k JELD WEN INTERIOR ELITE DOORS kBI.. T • 1 ° FJ U1100D STILES (FIBER OPTION IN COLONIAL ONLY, BEVEL 2 SIDES) ," • FIBER OTTOM ' hSQUARE EDGE , • $%0 DOORS BEVEL:2 SIDES (COLONIAL ONLY) • TWO LOCK BLOC KS ------------- • '.ALL 1 "SOLI CORE DOORS ARE OF 20 MIN. .CONSTRUCTION • BIFOLDS 'ARE '1;3/8 THICK • ALL BIFOLDS 1N(LUDE TRACK AND;HARDWARE • ALL BI'FOLDS HAVE MATCHING BACKS v'v< ;.i :. JEL'D WEN ALTERNA EXTERIOR DOORS. YS• HIGH DENSITY POLYSTYRENE CORE LAMINATED VENEER INNER FRAME • SOLID WOOD "EDGE STRIP '5' YEAR WARRANTY . Y t 3 v. Y .., Sacramento ® 9/1/98 -,.Phone: 916-503-4100 TT� Molded Flush Fax: 916-503-4111 L I, 1 L Page 1 *b CERTIFICATION OF INSULATION ` ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS 7i rY1 0 G k LOT at ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 %,�. o o d S e e d � i a �% ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 `-J • l.j f ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O., BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 4 ' S DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUAREFOOT INSTALLED THICKNESS 113 -3 14 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER FOAM ° �/} 1 W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE -INSULATION CONTRACTOR TITLE MANAGER DATE S 3d q SIGNATURE- ENERAL CONTRA OR TIT E DATE �l REMARKS: , • SIC -303 CUSTOMER COPY COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541T NP. (Rev. 12'/96) APPLICATION AND PERMIT 47q- �',Z&:! 7 11 1 ASSESSOR PARCEL NUMBER 040-280-093 , x ZONING A10 BUILDING PERMIT /f, OWNER ANGEL, JACK & AUDRY TELEPHONE FT SO, , OCC. BUILDING VALUATIO N •�, OWNERS MAILING ADDRESS 2549 BURDICK ROAD, DURHAM 95938 CONTRACTOR'S NAME JIM BLACK E TELEPH1342-2169 NE 3 In CONTRACTOR'S MAILING ADDRESS P.O. BOX 636, DURHAM 95938 r CONSTRUCTION LENDER LENDER'sMAILING ADDRESS ' Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 Permit Fee $912.5 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $593.13 'ahAmq BUILDING ADDRESS Energy Plan Checking Fee $ 23 00 PERMIT FEE $ LOT NO. • SUBDNIS ION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00.05. -51 Solar or heat pump water heater 1 23.00 Water piping 1 15.00 Each gas water heater or vent 15.00 . TYPE OF WORK y New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ 9 Describe Work: 4 BEDROOM SINGLE FAMILY Gas piping system 1- 5 outlets 15.00 5. Building sewer 15.00 Mobile Home S G I W 1 920.00 PERMIT FEE S 185.00 ELECTRICAL PERMIT Fling Fee 20.00 EOOV OR LESS Main Service 2ooA oR LE. 23.00 3.00 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. n License Class \~�S Lic. No. � n J 6 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' om ensation insura ce carrier and policy number are: Carrier � Main Service 200A TO 1000A 46.00 33.32 NEW CONST. DWELLING OCCUP, SO ADDNS. ( .LDS. 3.50FT: N08 EW CONST. MULACC. NON-RESID. C C", cu @7.50 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FD(TURES BA p'.SO Ex. Occup. ourLEtTS REs o)ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 176 , 32 MECHANICAL PERMIT Fling Fee 20.00 Heating 2 30.00 Cooling 0.00 Hood 6.50 6.50 Ventilation 2 9.00 PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ' ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner`so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall rthwith comply with th se provisions. X r v ___ Date 9 Signature of Applicant - ❑ Owner 'Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee 1$46.60 Dccco R 3 U NST. TYPE VN OTAL FEE $2048.45 HAZ. FE MP _ FLOOD CDF CEL Pp D ISSUE This permit is hereby "idled nder of the Butte County Code and/or indicated above for which fees have By Cy PERMIT EXPIRES ON the app (cable provisions Resolutions to do been paid. hj p Date 1 7 (Date) work p Receipt No. 264785/687.00 • WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECT GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERM T�+o. (Rev. 12'/96) APPLICATION AND PERMIT �9 �� ASSESSOR PARCEL NUMBER 04© �� �• 20NIN0 / /q V BUILDING PERMIT QW,, L f -� TELEPHONE SO. FT. OCC. BUILDING VALUATION c p Ow�(ER5 Mau AD s (` Q /q Q' • (� CO RAr�R'S J 1 TELEPHONE � � � Z7 VC) CO RAGTORS NG AD ti CONSTRUCTIO NDER /� Fireplace \A - A- ( �D UENDER'S MAILING ADDRESS Total Total Valuation 172 W 21, ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Fee /2 •� , ARCHITECT OR ENGINEERS MAILING ADDRESS/j� i�Permit CJ/J J�7 a_ Plan Checking Fee BUILDING ADDRESS Energy Plan Checking Fee $ 3„ m ( $ [S �• (o PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee20.00 USEOFSTRUCTURE - SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 LD TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ " Installation ❑ Other ❑ Describe Work: L+ 6edAQ) - Gas piping system 1 - 5 outlets 15.00 13. L,D Building sewer 15.00 S Mobile Home S G W 920.00 PERMIT FEE $.,65 - SELECTRICAL ELECTRICAL PERMIT Filing Fee 1 20.00 Main Service z�o.OR LE S 23.00 Main Service 200A TO 1000A 46.00 .NEW CONST. DWELLING OCCUR SO. OR ADONS. ( 6 ACC. BUDS. 3.5¢FT. NEW .C.. MULTI.OUTIE NON•ID. ,T 07.50 POWER APPARATUS 8 SWGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 ® 1'00 SAL ® .SO Ex. Occup. DU{E7AP ES,o.D� 5.00 Service 23.00 �— —Temporary Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 'L MECHANICAL tERMIT Filing ree 20.00 Heating 3 a Cooling3 , Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ C` COST. HA2. D TOTA FEE $ IMP , FLOOD I COF PARD D ISSUE �-' This permit is hereby issued under the app Icable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Date Receipt No. WHITE-D.D.S.-S.D. CAN Y-ASSESSO PINK-INSPEOTOR GOLDENROD -APPLICANT 10. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER 11 - Ili PROPOSED BUILDING USE iLiflXi SF BUILDING PERMIT FEES -- Balance Due ................ $ A.P. # DATE RECEIPT # DATE REC �- 7cr -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES _ \ (paid at District Office) l 9 3. SHERIFF FEES (paid at Building Division) C� Residential ........ x $360.00 = $— Units Commercial (sq.ft.)... x $0.03 = $ ` Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES � @> 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA.FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE qbl. Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) Y� i a Fs G COUNTY OF BUTTE 00AM MENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE,, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER �I L-� " A. P. 0'T t� —C;?eO -05-x,, PROPOSED BUILDING USE K P).A/ S t DATEqZ140 0 RECEIPT N DATE REC i,?-`� C( - K1. BUILDING PERMIT FEES 1' I -- Balance Due ................ $ 13(o I - TS_ -- Additional Fees Due .... $ -- Additional Fees Due , r'.�, .' $ -- Revised Plan ChecktngrFee b . $ 2. SCHOOL DISTRICT FEES_! A(' k0w'� \ (paid at D strict -Office) i : • N 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq. ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . �,x% = $ 1/Ur i s Amt. V/ Commercial (sq.ft.) .. x =$ b Sq.Ft. Amt. e5 . RECREATION DISTRICT FEES (paid-a�iEstritrOftire) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 ,(paid at Building Division) / 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER (' At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the -imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy Owner (Rev. 2/97) d E.H. USE ONLY Plot Plan Attached 1M Floor Plan Attached Sent to B.D. S-19 j TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ,/Cc GK 040- 2-60-093 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well �r Clearance for 46 dwelling. Other Hold final for: Final clearance O.K. for: NOTE: x-19-91-99 Environmental Health Specialist Date r CO'UNTY'OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: Ak1 Q 4? I ASSESSOR PARC ER: g Proposed Building s . Building Inspecto • Date: At time of permit application, I was advised the following data must be submitted prior to pep_14cessidg and/or issuance: Date Received By ❑ 1. All iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑ 9 anufactured Home data and installation instructions including Tie Down Specifications.------------------ OF ees of $---�I_-- �.�. ------------------------------------------------------ �p ------ -Pact fees as l shown on the attached schedule. ----------------------------------------------------------------- 1 ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑❑ 1133. Flood elevation certificate. ---------------------------------------------------------------------------------------- ' X14. Sanitation and plot plan approvalC�A , Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approvalfrro the Cityof Biggs. ---------------------------------------------- Planning approval for (A) Use: ID (B) Parking: ---,`----- ----------------- Contact Land Development about Improvements, ❑ Drainage, Legal Parcel. igcfia2�_Cg r2 on Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on �?�1. Contractor's license information. (Number, Name Style, Classification). Q22. Workers' Compensation carrier and olicy numberMaw- E123. ---------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). -. Ell A. Letter of signature authorization. ---------- -------------------- 25. Recorded copy of Agricultural Acknowledgment Statement. E126. Letter of intent on building use. ------------ ❑27. Manufactured Home utility clearance. ----- (Date) ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑2 . ❑433 A, ❑Grant Deed,^❑ M.H. Title, ❑ Check to H.C.D $ --------------- r: ------ -- When you issue themi ert, process as follows 11 Mail to ownery �DMail ntractor. R Telephone .� (d o� 1 lP�( and hold for pickup at V office. El Deliver with inspector. APph Date: efk� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: ' Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: - / v / Dale: Bv: i 1. Index permit application for the above items numbered:�rXI � ► �C�-1 [X'7 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, GKmail, ❑ Building Division counter, by Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, byj Contractor, designer, owmr, a Vadvised of the aboveM ❑phone, ❑mail, ❑ Bui ding Di ' 'o anter, by Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hoI4 in 11 Plan Cabinet, 103 A.P. folder. Note transfer by: Date: VAI- 0- 1% .lir y!'«I'�,'l.` \� . � 1'... '•T. '.. �N �J• Y..� �'•Y.'(,r'"y.. yl•'''V. �.. . .... � w �'�M,YYLY".'"l S'�FYSC.'!'yfti T:w:ilwv `H' ��ll.zl`K .rl♦ sr ! FF j J BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District —DWr/lwi'i'l Building Department No. A.P. Number WO- EEO 'O_/ 3 Jurisdiction: City County Property Owner —��_ i� rz- G PA Property Location/Address l Subdivision Residential 1 Development No of Living . Mobile Home Units Installation ) Commercial/Industrial New Addition Building Lot NO. .................................................................................................................. Sq. Footage p? 90 Addition/ *Supplemental to (Group R) Conversion Permit # I '(No foundation inspection); ...... .... ..... .......................... 8q. Footage (Including Exterior Roofed Areas) Date Floorr Plans reviewed by School District Personnel) District Identification No. %189 J ,DuR4A7n omi %i e:i� School District certifies that ��}Ck,�RvDa�y A)►i�L- (Applicant) N-Z�„ way (Street Address) 4, 5 (Phone Number) line-I-F►9-iyi CA 95"3 l . (City) (State)) IZip Code) has complied with the requirements of Resolution No. at6 by payment of $ representing o?9L square feet. AB 2926 S FULL MITIGATION _ School District Representative Date i. t- Paid by Check #�. Remarks: 6LAC)e C'on hu cfi�n,, Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA)• 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.xis 110/98)dmm rk •- 'i�.,�`Y�'!%.,f-:ff''�,1'tr'l'�'�'liyf'�.`'�r`�,.`�'C��Ic ,w 'CfctY1�►�r;r�`�a+ �'�'''iJ'�:�►�'I_ rr' BUTTE t o -w o . ... . .r. E COUNTY( PARK AMILITY FEE PAYMENT CERTIFICATION FORM ,DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): o93 t Property Owner (s): Project Location/Add Subdivison Name: Assessable Square Footage: k o Q Type of Residential Development (check one): New Development ❑ Alteration/Addition Mobile Home (s) Comments: M Building Division Repres,eght4tive Applicant Name Street Address Non -Residential to Residential ' Al. a . 9 Date es that Applicant Phone Number 9z; -y2 8 City State Zip Code has complied with the requirements of the'Butte County Board of Supervisors Resolution No. 93 - 114 by payment for 2 C)F square feet at $ 1.04 per square foot for a total payment Of $3 Z I -7/7 LI? DRPD Representative - Date PAID BY CHECK No.: _? Remarks: BANK No.: 9'd — SlO PAID BY CASH: t RECEIPT No.: 2 7-3> DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION .y APN: 00 d - 2 Qv © -- Ch c) BUILDING PERMIT SITE PLAN CHECKLIST Building Permit No.: Proposed Use: SFD 0 MH O Res. Accessory O Ag. Bldg. 0 Commercial O ladustrW 0 Other. Zone District: General per: The Proposed Us§e Is: , Permitted:_ Not Permitted: Requires a Use Permit:._____ Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: Book/Page lob Map Conditions? No• Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front `7 P/L Side 0 Side, street Rear Height Parcel in Land Conservation Agreement? No � Yes: , Check Use Parcel in North Chico Specific Plan? No:-2Yes: , Check NCSP Zoning Parcel in Floodplain? Yes: , Zone: Panel No.: 0 U>01-7— O '��—L--D Parcel in Enterprise Zone? Nom Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Landscaping Requirements: OK as shown _ Other. Other Comments: Reviewed By: Date: Ar CHECK SPECIAL COMMONS WHICH APPLY TO PARCEL UNLE. SS OTHERWISE _NOT .D, —1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planing replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the projem shall be fully protected through the use of root protection zones (RP2). During commictim RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed- The RP7s shall be maintainod after the completion of construction in order to continue to protect the oak trees, but the fearing dM be removed. _3. Fencing for area other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at _ least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained. a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fre Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 131), unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish tit Game at 916-355-7010. —10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be mads to die Planning Division. 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. —13. 14 K:19LDGCH4 FRM 7 PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 April22, 1999 Jim Black P.O.Box 636 Durham, CA 95938 re: Building Permit Application #99-0764 APN: 040-280-093 Dear Mr. Black, The building permit application you recently submitted on April 16, 1999, has been reviewed by the Planning Division. The application was checked for completeness and compliance with current zoning and development standards including any special conditions unique to the parcel being improved. The item(s) listed below need to be completed or submitted before the Building Division can complete plan checking. Please be advised that additional information or items may be needed to complete the plan check process. In that case, another letter will be sent detailing any additional submittal requirements. On the site plan you show a proposed cottage, in the A-10 (Agricultural, 10 acre minimum) zones second dwellings are not allowed. If you have questions regarding any of the above item(s), please contact this Department at (530) 538-7601 between the hours of 8 am and 4 pm, Monday through Friday. Sincerely, arry Painter Planning Technician ` LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 April22, 1999 Jim Black P.O.Box 636 Durham, CA 95938 re: Building Permit Application #99-0764 APN: 040-280-093 Dear Mr. Black, The building permit application you recently submitted on April 16, 1999, has been reviewed by the Planning Division. The application was checked for completeness and compliance with current zoning and development standards including any special conditions unique to the parcel being improved. The item(s) listed below need to be completed or submitted before the Building Division can complete plan checking. Please be advised that additional information or items may be needed to complete the plan check process. In that case, another letter will be sent detailing any additional submittal requirements. On the site plan you show a proposed cottage, in the A-10 (Agricultural, 10 acre minimum) zones second dwellings are not allowed. If you have questions regarding any of the above item(s), please contact this Department at (530) 538-7601 between the hours of 8 am and 4 pm, Monday through Friday. Sincerely, arry Painter Planning Technician GARY HAWKINS ARCH ITEGT June 30 1999 Butte County Building Department 7 County,Center Drive Oroville, Ca. RE: Angel Residence Goodspeed Durham, Ca. A.P. No.040-280=093 I have reviewed the truss engineering for the above-mentioned project and found that the submitted in.formati_on depicts the ldading and design requirements, correctly' while these documents have been reviewed to verify compliance. with- structural criteria, It shall be noted that the verification of exact truss dimensions is beyond the. scope of our review and shall be the responsibility of others. If you have any questions regarding this item, please do not. hesitate to call this office. CW eer ly, Gar Hawkins Architect D AVN: 040-280-093 Structural Plancheck Comments Angel residence E 1. Ok. 2. Ok. 3. Ok. 4. Ok. - 5. Ok. 6. Ok. � t JUL-06-99-TUE 1.6:18 BRUNO & HAWKINS 530 51125 P.02 GARY HAWKINS ARCHITECT P.O. BOX ur CHICO. C^. 95927 (530) 8927700 (530) 893.0532 foot July 5, 1999 Department of Development Services Building.Department Attn: Charles Roberts RE: Angel Residence Durham Ca. A.P. 040-280--093 Plan check number - Status of plan check letter of corrections summary. 1. better with submittal for review of truss engineering. 2. Plans should not have any "white --out" on any of the submitted sheets. 3. Attached talcs. for the beam at patio. 4. A -note on the -floor plan sheet (bottom right hand corner) noting typical header size. The floor plan at specific locations has other header sizes noted. 5. Details has been added to provide a drag at .the north end over bedroom #2 for line I. 6. The detached garage and cottage has been removed from the site plan. If you have 'any questions, please feel free to contact this office. S Gere , ary awkins Arch tect JUL—'06-99 TUE 16:17 BRUNO & HAWKINS i GARY HAWKINS ARCHITECT 5351125 P.01 a FAX -TRANSMITTAL DATE ATTN : COMPANY: FAX $ _ P)b o rd FROM: CQAYL-y ILS NUMBER OF PAGES: (COVER SHEET INCLUDED) REMARKS: O¢a rI/ " am v P.D. BOX i GF#CO. CA 95921 (590) 892-2100 030) 893-0.592 rox Sent By: R. C. E.; 5308948805; APN: 040-280-013' -- Structural Plancheck Comments wage! Residence Jun -29-99 2:03PM; • Page 111 I. Engineer to provide evidence of review for tniss designs. A submittal in the form of a letter can be made to the Butte County Building Department staging that the truss design is in accordance with the structural calculation package. (e.g., with regard to geometry, loading conditions, etc..) 2. Provide a set of plans with out "White-crul", sheets l and 4. 3. Provide design of beam at patio. 4. Clearly show all header sizes and locatiim on plan. S. Provide drag, at north end of Wall Linc F to truss over Bedroom 2. C. Provide plans and calculations !or Proposed Garage and Cottage, or remove Iiom site plan on sheet 1 APN: 040-280-093 -- Structural Plancheck Comments Angel Residence 1. Engineer to provide evidence of review for truss designs. A submittal in the form of a letter can be . made to the Butte County Building Department stating that the truss design is in accordance with the structural calculation package. (e.g., with regard to geometry, loading conditions, etc.) 2. Provide a set of plans with out "white-out", sheets 1 and 4 3. Provide design of beam at patio. 4. Clearly show all header sizes and location on plan. 5. Provide drag at north end of Wall Line F to truss over Bedroom 2. 6. Provide plans and calculations for Proposed Garage and Cottage, or remove from site plan on sheet 1 9g0enny� 4,o �--ez rze,-� ;.. ,`� ld yCF�II �'ev�st�r�s �y- U hML ko be, reG��ed) -7, April 26, 1999 Jack and Audrey Angel 2549 Burdick Rd. Durham, Ca. 95938 Assessor Parcel Number: 040-280-093 Building Permit Number: 99-0764 ,gu*fte Coarct, L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: )rior to issuance of permits to develop, a drivewy. shall be constructed to Butte County tandard S-31 on the common driveway easement to the lot. You currently show a driveway improperly located and crossing a 1 foot no access strip. AleO rat f1a.7 Sho ws dr%dc uAll -�'rnh-� f�ffar7 '0Remove proposed cottage and proposed garage fro plot plan. No approvals can be given for these structures. Point loads from trusses exceeding 5000 pounds are to be addressed by an engineer. Structure does not comform to the Uniforn Building Code for bracing requirements, therefore a lateral analysis of this structure will be required. Front, rear and interior bracing inadequate, missing or not in conformance with code. Please submit two sets of calculations and engineer of record is to stamp and sign two sets of plans. Plans may be picked up in the Chico office on Tuesday, April 26th.after 8 AM. 5. Enclosed are your school fee form and park fee form. Pay appropriate fees and return to wilding department. If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner cc Jim Black 2 RE IDEiv�L PLAN CHECKIN GUIDE ' SNGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: -J Pk d- gaAruj AfIABUILDINGPERNffrNUMBER: l PLAN CHECKER: A- P. NUMBER: �fl " Z.$O. O�7 3 GENERAL: T7 Zoning requirements: (side yards and number of permitted living units). 2'/. Valuation. 13 Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). ter. Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. � Setbacks, side yards, easements, etc. L3. Other buildings or structures. , Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sp itMers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. 8. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. x Required windows for light and ventilation (Section 1203). �/ Required windows for second exit (Section 310.4). ,4 Skylights (Section 2409 & 2603.7). f� Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9 Location of water heaters, heating and cooling equipment, other electrical or gas equipment. X1.0' Garage firewall, door size and closer (Section 302.4). -1-% Minimum of one 3'0" exterior door (Section 1004.6). 1-2' Fireplace and wood stove location, alcoves and clearance. J,3." Smoke detectors (Section 310.9.1). 44""' Plumbing fixtures, water closet clearances and shower size. UCTUR.AL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineer desii (Section 2326.11.3). �� 0-&� 3. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5 Foundation plancomplete enough to construct building. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 1V1+t'r1 O ✓ lP Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. y0' Fireplace construction details and calc. if necessary. C Garage door and/or porheader sizes. Stud heights. 13. Adobe soils - special foundation design. ,le Retaining walls requiring design. L 0 � • S / 00 D Special Inspection requirements. ,tro. Header size. June 1997 3.2 NESCELLANEOUS ITEMS TO _ 7UT FOR: ' Stairway details: landings7 ►is., and run, head clearance, handrails (Section,. Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). fa- Roof covering type - (fire hazard). I? Foam insulation - protection. .&1 36" halls and stairways. 1-9' Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. X10' Two exits on three - story dwellings (Section 1003). - �-i! Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. .Y� Flashing at all exterior openings. Al." C.D.F. responsible area requirements. 18. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: _.. Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fine Sprinklers June 1997 3.2 INTER-DEPARTMENTAL, MEMORANDUM TO: BUILDING DIVISION, OROVII.LE FROM: ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR.- OWNER OR:OWNER NAME: - e1 c•_ k SEPTIC: WELL. AP# " 480 - 093 ADOMS/LOCATION: qoSL , Comments: . 'aka�ehold _ CERTIFIZATE OF COMPLIANCE: Residential Page 1 CF -1R ``---------------------------------------------------------------=---------- Type R -value U -value -------- - - Project -Title: - ANGEL 2905w (BASE CASE) Run: 616 '. 30 -Mar -99 Project Address: LOT 2, GOODSPEED ST. ANGEL 29,05w (BASE CASE) Wall DURHAM, CA. 95938 Outside ' Building Title: ANGEL 2905w (BASE CASE) Building Permit # ��� Document Author: BOB METZGER O.D.S. Floor Telephone: 530-342-9688 or 865-9688 Plat ectJ Da Floor 0 0.295 Grade Compliance Method: CALRES2 Version 1.31 Fiel Check`/ Date Climate Zone: 11 Wall 24 0.051 Outside Slab Perimeter GENERAL INFORMATION T Conditioned Floor Area: 2905 ft2 Building Type: SFD Single Family Detached Building Front Orientation:, 270 deg (West) Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION Component Insul Assembly Type R -value U -value -------- Location/Comments ---------------------------------------- --------------- Door -------- 0 0.330 Unconditioned Wall 18 0.058 Outside Wall 13 0.088 Unconditioned Floor 0 0.722 Grade Floor 0 0.295 Grade Ceiling 38' 0.025 Attic Wall 24 0.051 Outside Slab Perimeter 0 0.550 Unconditioned S1ab.Perimeter 0 0.500 Unconditioned Slab Perimeter 0 0.900 Outside Slab Perimeter 0 0.720 Outside FENESTRATION Area U- Interior Exterior Overhang Frame Orientation (ft2) value Panes Shading Shading and Fins -------- Type -------- ----------------- Window West ----- ----- ----- •138.5 0.650 2 ---------- ---------- Std Drape Bug Screen Overhang Metal Window North 86.3 0.650 2 Std Drape Bug'Screen Overhang Metal Window East 188.0 0.650 2 Std Drape Bug Screen Overhang Metal Window South 65.4 0.650 2 Std Drape Bug Screen Overhang Metal Window West ?20.6 0.650 2 'Std Drape Bug Screen Overhang WdDr/Div Window North *35.6 0.650 2 Std Drape Bug Screen Overhang WdDr/Div Window South &17.8 0.650 2 Std Drape Bug Screen Overhang WdDr/Div THERMAL MASS Area Thick `� // Type Exposed? (ft2) (in) -------- ----- ----- Location/Comments ------------------------------------- -l�(� (�OY --------- Floor Yes 778.0 3.5 Grade Floor No 2127 3.5 Grade €-A€LAN(0E-T1,;1,=,V. ��ELY. CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project'Title: ANGEL 2905w (BASE CASE) Run: 616 30 -Mar -99 HVAC SYSTEMS r; Type Efficiency Furnace 0.81 AFUE' Air cond. -- central split 10.00 SEER WATER HEATING SYSTEMS Duct Location and R -value ------------- Attic R-4.2 Attic R-4.2 Distrib Water. Water # of Energy Volume Wrap System Name Type Heater Name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) ------ R-val ----- -------------------- 50GALW/H Standard 50GALW/H Storage gas 1 0.60 50 0 WATER HEATING SYSTEMS MISC Solar savings System Name fraction 50GALW/H -- Solar system type ------------ WATER HEATER/BOILER DETAILS Rated Water Recovery Input Heater Name Efficiency AFUE (kBtuh) 50GALW/H 760 -- 40.00 HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number None SPECIAL FEATURES, REMARKS, AND NOTES Wood stove Wood stove boiler? boiler -pump? ---------- ------------- No No 1 Pilot Standby Tank Light Loss R -value (Btuh) Pipe Pipe run (ft) diam (in) ----------------- Insul Insul thck (in) R -value --------- ------- 1. Zone ',LVGAREA' has non-standard internal gain of 51665 Btu/day. The standard value for this zone is 46199 Btu/day. 2. Zone 'B/RAREA' has non-standard internal gain of 31910 Btu/day. The standard value for'this zone is 17376 Btu/day. UTFE (;oU l SEP CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project'Title: ANGEL 2905w (BASE CASE)' Run: 616 30 -Mar -99 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER JACK & AUDREY ANGEL 2549 BURDICK RD. DURHAM, CA. 95938 343-1695 Lic #: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER O.D.S. 2231 ST. GEORGE LN. #70 CHICO, CA. 95926 530-342-9688 or 865-9688 Signed Date jurr APPS Ven COMPUTER METHOD SUMMARY Page 1 C -2P, ---------------------- Project'Titie: ---------------------------------------------------------- ANGEL 2905w (BASE CASE) Run: 616 30 -Mar -99 Project Address: LOT 2, GOODSPEED ST. P ANGEL 2905w (BASE CASE) 36.75 DURHAM, CA. 95938 42.0 0.058 Building Title: 'ANGEL 2905w (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date .Climate Zone: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 17.21 Space Cooling 10.55 Water Heating 8.99 Total 261.0 36.75 GENERAL INFORMATION Proposed Design --------------- 15.35 12.28 8.64 -------- Complies 36.27 Yes Conditioned Floor Area: 2905 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 270 deg (West) Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: Slab on grade Number of Conditioned Zones: 2 Total Conditioned Volume: 30015 ft3 Conditioned Footprint Area: 2905 ft2 Ground Floor Area: 2905 ft2 BUILDING ZONE Zone Name ------------ B/RAREA LVGAREA INFORMATION Floor Area Volume (ft2) (ft3) 794 7146 2111 22869 OPAQUE SURFACES Type ------------- Conditioned Conditioned Thermostat Type CEC_Standard CEC Standard Vent Vent Height Area (ft) (ft2) 2'0" 9.4 2'0" 49.1 Surface Area U- Insl Tru S1r Construction Type (ft2) value Rval Azm Tlt Gns Type Location/Comments ---------- ------ ----- ---- --- --- --------------- -------------------------- Zone = B/RAREA Door 17.8 0.330 Wall 39.3 0.058 Wall 210.2 0.088 Wall 261.0 0.058 Wall 42.0 0.058 Wall 87.3 0.058 0 270 90 No 28x68 -Wood 18 270 90 Yes W19.EQ4 13 270 90 No W13.2x4.16 18 0 90 Yes W19.EQ4 18 90 90 Yes W19.EQ4 18 180 90 -Yes W19.EQ4 Unconditioned Outside Unconditioned Outside Ju 0utsid,e 1_1C 0utsAel-)1PVr ® ,� ff p �. COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: ANGEL 2905w (BASE CASE) Run: 616 30 -Mar -99 OPAQUE SURFACES continued Surface Area U- Insl Tru Zone = B/RAREA Slr Construction Type (ft2) ------ value ----- Rval ---- Azm --- Tlt --- Gns --- Type ------------ ---------- Floor 252.0 -- 0 -- 180 No S1ab140E Floor 542.0 -- 0 -- 180 No Slabl40C Ceiling 794.0 0.025 38 -- 0 Yes R38.2x4.24 Zone = LVGAREA Wall 264.7 0.058 18 270 90 Yes W19.EQ4 Wall 215.6 0.051 24 270 90 Yes W25.EQ4 Wall 17.3 0.058 18 315 90 Yes W19.EQ4* Wall 158.3 0.051 24 0 90 Yes W25.EQ4 Wall 45.4 0.058 18 45 90 Yes W19.EQ4 Wall 315.3 0.058 18 90 90 Yes W19.EQ4 Wall 172.8 0.051 24 90 90 Yes W25.EQ4 Wall 19.0 0.058 18 135 90 Yes W19.EQ4 Wall 412.2 0.058 18 180 90 Yes W19.EQ4 Wall 17.3 0.058 18 225 90 Yes W19.EQ4 Floor 526.0 -- 0 -- 180 No Slab140E Floor 1585.0 -- 0 -- 180 No Slab140C Ceiling 2111.0 0.025 38 -- 0 Yes R38.2x4.24 PERIMETER -LOSSES Perimeter Length Type ----------- -------- (ft) F2 Zone = B/RAREA Depth Wind Exposed 610" (in) ------ Covered 1810" 0 Exposed 510" 0.500 Covered 4410" Unconditioned Zone = LVGAREA 0 0 Exposed 3710" 0 Covered 16610" 0.900 FENESTRATION SURFACES Fenestration Name. -------------- Zone = B/RAREA F41 L11 L12 L13 Bll R31 Location/Comments -------------------------- Grade Grade Attic Outside Outside Outside Outside Outside Outside Outside Outside Outside Outside Grade Grade Attic Area Tru Open Frame Type (ft2) Azm Tlt Type Type Glazing Charactr Name. ------------ Wind 17.8 270 90 Slider Metal OPER/std Wind 20.0 Insul 90 F2 Insul Depth Wind Factor ------ R-val ----- (in) ------ Location/Comments ---------------------------------- 0.550 0 0 Unconditioned 0.500 0 0 Unconditioned 0.900 0 0 Outside 0.720 0 0 Outside 0.900 0 0 Outside 0.720 0 0 Outside Area Tru Open Frame Type (ft2) Azm Tlt Type Type Glazing Charactr Name. ------------ Wind 17.8 270 90 Slider Metal OPER/std Wind 20.0 0 90 Slider Metal OPER/std Wind 8.0 0 90 Slider Metal OPER/std Wind 15.0 0 90 Slider Metal OPER/std Wind 15.0 90 90 Slider Metal OPER/std Wind -17.8 180 90 Slider Metal OPER/std Comments ---------------- COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: ANGEL 2905w (BASE CASE) Run: 616 30 -Mar -99 FENESTRATION SURFACES continued Fenestration Name Type Zone = LVGAREA Glazing F11 Wind F21 Wind F22 Wind F31 Wind F32FRTDR Wind F33 Wind F34 Wind FL11 Wind L21 Wind L22 Wind BLIIFRCH Wind BL12FRCH Wind B21 Wind B22 Wind B23 Wind B31 Wind B32 Wind BR11 Wind R1IFRCH Wind R21 Wind R22 Wind R23 Wind FR11 Wind GLAZING CHARACTERISTICS Glazing Charactr Glazing ## of U Name Type Panes value OPER/std Clear 2 0.650 INTER -ZONE SURFACES SC Gls Interior SC Int Only Shade Type Shade 0.880 Std Drape 0.780 Surface Area Insul Construction Type (ft2) U -value R-val Type + --------------- B/RAREA/LVGAREA Wall 390.0 0.386 0 W0.2x4.16 Comments ---------------- Exterior SC Ext Shade Type Shade ---------- ------ Bug Screen 0.870 Comments --------------------------------- �! l �A �46���'�s�� �� 1 A. t , Glazing Area Tru Open Frame Charactr (ft2) ----- Azm --- Tlt --- Type ------- Type -------- Name ------------ 25.3 270 90 Slider Metal OPER/std 31.7 270 90 Slider Metal OPER/std 23.3 270 90 Slider Metal OPER/std 13.3 270 90 Fixed Metal OPER/std 20.0 270 90 Hinged WdDr/Div OPER/std 13.3 270 90 Fixed Metal OPER/std 13.8 270 90 Fixed Metal OPER/std 11.7 315 90 Slider Metal OPER/std . 15.8 0 90 Slider Metal OPER/std 15.8 0 90 Slider Metal OPER/std 17.8 45 90 Hinged WdDr/Div OPER/std 17.8 45 90 Hinged WdDr/Div OPER/std 61.8 90 90 Slider Metal OPER/std 25.0 90 90 Slider Metal OPER/std 15.0 90 90 Slider Metal OPER/std 55.3 90 90 Slider Metal OPER/std 6.0 90 90 Slider Metal OPER/std 10.0 135 90 Slider Metal OPER/std 17.8 180 90 Hinged WdDr/Div OPER/std 15.0.180 90 Slider Metal OPER/std 15.0 180 90 Slider Metal OPER/std 6.0 180 90 Slider Metal OPER/std 11.7 225 90 Slider Metal OPER/std GLAZING CHARACTERISTICS Glazing Charactr Glazing ## of U Name Type Panes value OPER/std Clear 2 0.650 INTER -ZONE SURFACES SC Gls Interior SC Int Only Shade Type Shade 0.880 Std Drape 0.780 Surface Area Insul Construction Type (ft2) U -value R-val Type + --------------- B/RAREA/LVGAREA Wall 390.0 0.386 0 W0.2x4.16 Comments ---------------- Exterior SC Ext Shade Type Shade ---------- ------ Bug Screen 0.870 Comments --------------------------------- �! l �A �46���'�s�� �� 1 A. t , COMPUTER METHOD SUMMARY Page 4 C-2:. Project Title: ANGEL 2905x,1 (BASE CASE) Run: 616 30 -Mar -99 INTER -ZONE VENTILATION Vent/ High Open Vent Height Vent Type Area Area Diff ------------------------- ----- ----- ------ B/RAREA/LVGAREA CEC Nonclosable Opening 38.0 -- -- OVERHANGS Fenestration Name Height Width F11 614" 410" F21 614" 510" F22 5110" 410" F31 618" 210" F32FRTDR 6'8" 310" F33 618" 210" F34 1110" 716" F41 5'11" 310" FL11 5'10" 210" L11 410" 510" L12 41011 21011 L13 510" 3'0" L21 61411 21611 L22 61411 21611 BLIIFRCH 618" 218" BL12FRCH 6'8" 218" B11 510" 310" B21 61611 91611 B22 51011 51011 B23 510" 310" B31 6'611 8'611 B32 210" 310" BR11 510" 2'0" R1IFRCH 618" 218" R21 510" 310" R22 51011 31011 R23 31011 2 1011 R31 .5111" 31011, FR11 5110" 210" FINS Comments ------------------------------ Left Fin Right Fin ------------------- -------------------- Fenestration Exten Dist Exten Dist -------------------------- FinFin above to Fin Fin above to Name ------- Height Width Den th Height glzng glzing Depth Height glzng glzing ----- ------ ------ ------ ---=-- ----- ----- - ---- '_��`= --- ----- None -� e -- PIP CCCC Above Left Right Depth ------ Glazing --------- Extension Extension 21611 11011 --------- 71611 --------- 31611 21611 01011 301011 221011 216" 4" 1110" 4210" 1216" 314" 1710" 1210" 1216" 31411 1410" 1410" 1216" 314" 11'10" 1712" 1216" 2'A" 11'10" 1118" 2161' •411 1216111 31011 310" 114" 11'0" 416" 216" 114" 2516" 19'6" 21611 11411 181611 291611 21611 11411 31611 431611 1110" 3',4" 1416" 1216" 1110" 314" 516" 21'6" 810" 1'4" 1412" 2312" 81011 1411 11411 111A11 2 6' 011 1110" 412" 1216" 310" 21611 01011 581611 71011 21611 11411 451611 241611 21611 1'411 31 911 68' 311 81611 01011 181011 1133' 011 81611 11A11 111211 11211 25'411 410" 1'4" 410" 151611 401011 1' 4" 101411 5' 6" 2 1 611 1A11 11411 36 1 011 41011 l011 2'6" 1'4" 233'6" 161611 216611 11 411 1016611 30'611 21611 '1 1 1'4111 31611 171011 31011 4411 410011 81011 Left Fin Right Fin ------------------- -------------------- Fenestration Exten Dist Exten Dist -------------------------- FinFin above to Fin Fin above to Name ------- Height Width Den th Height glzng glzing Depth Height glzng glzing ----- ------ ------ ------ ---=-- ----- ----- - ---- '_��`= --- ----- None -� e -- PIP CCCC COMPUTER METHOD SUMMARY Page 5 C -2R Project Title: ANGEL 2905w (BASE CASE) Run: 616 ..30 -Mar -99 THERMAL MASS ' SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = B/RAREA GasFurn.81 ACsplit10 Zone = LVGAREA GasFurn.81 ACsplit10 Winter Summer Targetted Fraction Fraction Thermal Mass Comments ------------ -------------------------------- Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.81 AFUE Attic R-4.2 Air Gond. -- central split 10.00 SEER Attic R-4.2 Furnace 0.81 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib System Name Type Water Heater Name ------- Water Heater type ----------------- Vol Cond- Volume (gal) Wrap R-val 50GALW/H Standard 50GALW/H Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity ----- Type Rval Location/Comments Zone = B/RAREA - ------------ ---- ------------------------- Slab-Exp.B 252.0 3.5 28 0.98 Slabl40E 0.92 Grade Slab-Cvd.B 542.0 3.5 28 0.98 Slabl40C 2.92 Grade Zone = LVGAREA Slab-Exp.L 526.0 3.5 28 0.98 Slabl40E 0.92 Grade Slab-Cvd.L 1585 3.5 28 0.98 Slabl40C 2.92 Grade SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = B/RAREA GasFurn.81 ACsplit10 Zone = LVGAREA GasFurn.81 ACsplit10 Winter Summer Targetted Fraction Fraction Thermal Mass Comments ------------ -------------------------------- Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.81 AFUE Attic R-4.2 Air Gond. -- central split 10.00 SEER Attic R-4.2 Furnace 0.81 AFUE Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib System Name Type Water Heater Name ------- Water Heater type ----------------- # of Htrs Energy Factor Volume (gal) Wrap R-val 50GALW/H Standard 50GALW/H Storage gas 1 ------ 0.60 ------ 50 ----- 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name fraction type boiler? • boiler pump? -- ------------ ----- No No -------------- 50GALW/H -- __ COMPUTER METHOD SUMMARY Page 6 C -2R Project Title: ANGEL 2905w (BASE CASE) Run: 616 30 -Mar -99 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) 50GALW/H 76% -- 40.00 •HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe InInsul System/Name Type Number run (ft) diam (in) thck (in) R -value --- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Zone 'LVGAREA' has non-standard internal gain of 51665 Btu/day. The standard value for this zone is 4619,9 Btu/day. 2. Zone 'B/RAREA' has non-standard internal gain of 31910 Btu/day. The standard value for -this zone is 17376 Btu/day. -------------------------------------------- PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R -------------------------------------------------------------------------------- Project'Title: ANGEL (BASE CASE) 28 -Mar -99 Project Address: LOT 2, GOODSPEED ST. lb R19Batt DURHAM, CA. 95938 Building Permit # Building Title: ANGEL 3209w (BASE CASE) 0.20 Document Author: BOB METZGER O.D.S. Checked By / Date Telephone: 530-342-9688 or 865-9688 R5 -RIB Compliance Method: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- CALRES2 Version 1.31 5 Assembly Name: W25.EQ4 Assembly Type: Wall Construction Framing Percentage: 15% Framing Type: CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U-value: (1./25.46 x 0.85) + (1./8.65 x 0.15) = 0.051 Btuh/ft2-F Resistance: = 19.71 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. ` 4 A 4 fir( �+ �1C s � v 1,q�•' ,� Material (inches) at Cavity at Framing la ------------ FIR3 --------- ---------- 5.50 -- ---------- 0.99 lb R19Batt 5.50 17.80 -- 2 .62STU000 0.62 0.20 0.20 3 .5 -GB 0.50 0.90 0.90 4 R5 -RIB 1.00 5.11 5.11 5 Filmin_90 -- 0.68 0.68 6 Spc.50"_Wall 0.50 0.77 0.77 Total Unadjusted ---------- Resistance (R): 25.46 ---------- 8.65 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ----------------- ----------------- ----------------- U-value: (1./25.46 x 0.85) + (1./8.65 x 0.15) = 0.051 Btuh/ft2-F Resistance: = 19.71 ft2-F/Btuh NOTE The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. ` 4 A 4 fir( �+ �1C s � v 1,q�•' ,� PROPOSED CONSTRUCTION ASSEMBLY: Residential Page 1 Form 3R Project•Titie: ANGELIAs,w (BASE CASE) 28 -Mar -99 Project Address: LOT 2, GOODSPEED ST. DURHAM, CA. 95938 Building Permit # Building Title: ANGEL 3209w (BASE CASE) Document Author: BOB METZGER O.D.S. Checked By / Date Telephone:. •.530-342-9688 or 865-9688 Compliance Method: CALRES2 Version 1.31 Assembly Name: Assembly Type: Framing Percentage: Framing Type: W19.EQ4 Wall Construction 15% CEC_16ocW LIST OF CONSTRUCTION COMPONENTS Thickness Resistance Resistance at Framing 0.99 0.20 0.90 5.11 0.68 0:77 ---------- ---------- Total Unadjusted Resistance (R): 20.66 8.65 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION U -value: Resistance: NOTE Cavity Framing Total ----------------- ----------------- ----------------- (1./20.66'x 0.85) + (1./8.65 x 0.15) = 0.058 Btuh/ft2-F = 17.10 ft2-F/Btuh The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. C; r1 Material (inches) at Cavity la FIR2 3.50 -- lb R13Batt 3.50 13.00 2 .62STU000 0.62 0.20 3 .5 -GB 0.50 0.90 4 R5 -RIB 1.00 5.11 5 Filmin_90 -- 0.68 6 Spc.50"_Wall 0.50 0.77 Resistance at Framing 0.99 0.20 0.90 5.11 0.68 0:77 ---------- ---------- Total Unadjusted Resistance (R): 20.66 8.65 Note: Winter value used for outside air film. FRAMING ADJUSTMENT CALCULATION U -value: Resistance: NOTE Cavity Framing Total ----------------- ----------------- ----------------- (1./20.66'x 0.85) + (1./8.65 x 0.15) = 0.058 Btuh/ft2-F = 17.10 ft2-F/Btuh The values shown here are based on nominal data and do not include surface film adjustments, crawlspace resistance, or other modifications mandated by the CEC. C; r1 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 rl, MF-lR Project Title.......... MASTER PLAN Date........ 01/01/0 Project Address........ MASTER PLAN --------------------- CHICO, CA. Documentation Author... BOB METZGER 865-9688 ; Building Permit # ; Company ................ BOB METZGER 0 D S ; Telephone .............. 865-9688 or 342-9688 ; Plan Check / Date ; Compliance Method...... 6e,%r�� 2C, Gam,PU� ; Field Check/ Date ;. Climate Zone........... 11 I P/V ;k�► l, h t --------------------- 1 _______________________________________________ } ------------------------------------------------------------------------------� Lowrise residential buildings subject to the Standards must contain these I measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit' documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere -in the documents or on this checklist o y. IK,�-tel BUILDING ENVELOPE MEASURES G -------------------------- J esign- nforce- i er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints ( and penetrations caulked and sealed. C'l4 t i i 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with I Sec. 151 meets CEC quality standards. / j 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs i 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 i.i 2. No continuous burning gas pilots allowed. E t0 L _i 110-13: HVAC equipment, water heaters, snowerneads ana faucets ��,,��,'� certified by the CEC. Lys 150(i): Setback thermostat on all applicable heating systems. r--(1 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank.-� *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.).ty LIGHTING MEASURES ----------------- Design- Enforce- er went 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling ixtures_IC (insulation cover) approved. ' + rti_. _ rBe aware thatglazing• units (including doors withmglass)ust'.have permanent NFRC labels. Glazing labels will.be checked against the Title 24 calculations at the time of framing ` inspection. If the installed U -value is of a lesser value, the Title t 24 calculations mustbe redone, and appropriate changes made to the structure (e.g., this may include additional insulation, addition of screening devices, reduction of.window sizes, etc.). Note that an Installation Certification Form CF -6R i.s reQ.u�ired to be w<... o.sted at the residence f^'' M1 F P proper to the issuance of a E'e�rt.1ficate of °�' - , ro Occupancy. This is in addition to the Insulation Certrfacat�e}. �"P Y IF APPLIES GENERAL NOTES SHEET E 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)Tb 6F CAULKED, SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO ' 'DUCT _ ACCESSABLE FROM INSIDE F.P. AREA c) FLUE _DAMPER -TIGHT- PITT_ NG 8 .. READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER lal�% U.M.C. 8 INSULATED 0- INSUL.- GAS EQUIP.) 8 (2- INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. F- 'r W« . 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 40 LUMENS/WATTS OR GRATER. 8. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) 1'-6" HIGHT PLATFORM. b) . VENT THRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING_ d) R-4 INSULATION 5'-0- TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING.LF 1.1.t ou.JEp_ jBi WIANU� .TU jla� f) R-4 INSULATION ON CIRCULATING SYSTEM. 8) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WDOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT OR -OWNER TO SUPPLY MAKE AND MODEL. ,, f Z Job Dumber 1> 9934 DATE 6114199 Structural Calculations for Angel Residence 2549 Burdick Road Durham. Ca. Garp Hawkins Architect 20 Constitution Dr. Ste. A Chico. Ca. 95913 (530) 892-2100 (530) 893-0532 Fax LOAD'6S 10:48 AN -----=------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY NODULE 6/30/99 ------------------------------------------------------------------------ DESCRIPTION >> -------------------=---------------------------------------------------- ASSEMBLY )ROOF SLOPE > 6.00IN 12 m > 26.57 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 15 CONCRETE TILE 9.50 9.50 22 1/2".PLYWOOD 1.50 1.50 35. 2 % 4 - 24" .70 .70 35 2 % 4 - 24" .10 .70 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 ..84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 19.40 USE: 20.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 36.00 PSF ASSEMBLY > SLOPE > IN 12 NO. DESCRIPTION > DEGREES UNIT WT. PITCH? ADJ. WT. ------------------------7----------------------------------------------- DL USE: PSF LL PSF --------------------------------------=-----=--------------------------- TL PSF I - I 1 t - F c N N N o Q d O � 1 7 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS' - 1 SSBM 6. 11:02 AN ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAN - UNIFORM LOAD 6/30/99 Description » H-1 ---------------------------------GENERAL-------------------------------- Span (L► ) 4.500 feet Repetetive ? > N Reduce shear for bm depth ) Y Laterally supported (Y/N) ) Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 34.680 --------------------------------ACTIONS--------------------------------- Uniform dead load > .320 kips/ft 56 % TL Uniform live load > .256 kips/ft 44 % TL Uniform total load > .576 kips/ft End reactions ........ .................. DL > .720 kips LL > .576 kips TL > 1.296 kips Design loads.. .......................... Total load moment (M) > 1.458 ft -kips Total load shear (V) ) 1.296 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FcA Fc= E DFL M02 875 575 95 625 1300 1600000 Size factor Cf ) 1.200 Apply to Fb Size factor Cf ) 1.100 Apply to Ft Size factor Cf ) ..1.000 Apply to Fc S Repetitive member factor Cr ) 1.000 Load duration factor Cd ) 1.000 Adjustment for lateral support ) 1.000 Adjusted values Species Grade Fb Ft Fv ' Fcd Fc= E DFL NO2- 1050 633 95 625 1300 1600000 --------------------------------BEAN DATA- ----------------------------- Member width ) 3.500 inches Member depth ) 9.250 inches Required Actual_ Comment S,(in"3) ) 16.663 49.911 (OR) A (in"2) ) 13.453 32.375 (ok) I (in"4) > 230.840 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .014 inches L/ 3753 .(OK) Live load deflection > .006 inches L/ 8444 (OK) Dead load deflection > .008 inches Minimum camber (glu-lams) > .012 inches (1.5*DL deflection) Standard 2000'R camber > .015 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area ) 2.074 in"2 Minimum length ) .592 inches Assuming full width bearing !14 SSBM 6 10:55 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 6/30199 ------------------------------------------------------------------------- Description » RB -1 ---------------------------------GENERAL-------------------------------- Span (L) ) 14.000 feet Repetetive ? > N Reduce shear for bm depth ) :Y Laterally supported (Y/N) ) Y lu > .000 feet, le ) ,000 feet Slenderness factor Cs ) ,000 Ck ) 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .140 kips/ft:' 64 % TL Uniform live load > .080 kips/ft 36 % TL Uniform total load > .220 kips/ft End reactions ........................... DL > .980 kips LL > .560 kips TL ) 1.540 kips Design loads ............................ Total load moment (M) ) 5.390 ft -kips Total load shear (V) ) 1.540 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FcA Fc= E DFL NO1 1000 675 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc S Repetitive member factor Cr > 1.010 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv FcA Fc= E., DFL NOl 1000 675 95 625 1450 1700000 --------------------------------BEAM DATA ------------------------------- Member width ) 5.500 inches Member depth ) 11.250 inches Reauired Actual Comment S (in"3) ) 64.680 116.016 (ok) A (in"2) ) 21.059 61.875 (ok) I (in"4) > 652.588 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .171 inches L/ 980 (OK) Live load deflection > .062 inches. L/ 2695 (07) Dead load deflection > .109 inches Minimum camber (glu-lams) > .164 inches (1.51DL deflection) Standard 2000'R camber > .147 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 2.464 in"2 Minimum length > .448 inches Assuming full width bearing ito SSBM 6 11;17 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 6130/99 Description » R-2 ---------------------------------GENERAL-------------------------------- Span IL) ) 5.500 feet Repetetive ? > N Reduce shear for bm depth ) Y Laterally supported (Y/N) > Y - lu > .000 feet le . > .000 feet Slenderness factor Cs > .000 Ck > 34.680 --------------------------------ACTIONS--------------------------------- Uniform dead load > .420 kips/ft 56 % TL Uniform live load > .336 kips/ft 44 % TL Uniform total load > .756 kips/ft End reactions ............................... DL > 1.155 kips LL > .924 kips TL ) 2.079 kips Design loads ............................. Total load moment IMI > 2.859 ft -kips Total load shear (V) > 2.079 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species. Grade Fb Ft Fv FcA Fc= E DFL M02 875 575 95 625 1300 1600000 Size factor Cf ) 1.200 Apply to Fb Size factor Cf > 1.100 Apply to Ft Size factor Cf > 1.000 Apply to Fc S Repetitive member factor Cr Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc9 Fc= E DFL , NO2 1050 633 95 625 1300 1600000 --------------------------------BEAM DATA ------------------------------- Member width ) 3.500 inches Member depth ) 9.250 inches Required Actual Comment S (in"3) ) 32.670 49.911 (ok) , A (in"2) ) 23.625 32.375 (ok) I (in"4) > 230.840 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .042 inches L/ 1566 (OR) Live load deflection > .019 inches Ll 3524 (01) Dead load deflection > .023 inches Minimum camber (glu-lams) > _ .035 inches (1.5"DL deflection) Standard 2000'R camber > .023 inches -=--------- --------------- CHECK MIN. BRG. AREA -------------------------- Minimum area ) 3.326 in"2 Minimum length ) .950 inches Assuming full width bearing 7 22-141 50 SHEETS 22-142 '100 SHEETS' 22-144 ' 200 SHEETS i • n . �1 • pl n i 7 - 7-6 Cvv7 tg .6, 70yo �- a xis'`n�� . PIN Pi FTG2 8:58 PN ------------------------------------------------------------------------ Rev 9-30-93 1 Point footing 6!14199 --------------------------------------------------------- -------------- Description ))F -1 -------------Load data ------------- ; -------------- Soil data ------------- P > 6.115 kips ;Soil brg capacity) 1.200 ksf Uniform load > .000 kips/ft Live load > 42.000 --------------Concrete-------------;----------Reinforcing steel --------- Vc > 2.500 ksi ;Fy > 40.000 ksi m ) 18.824 0 > .900. ------------------------------Footing data ------------------------------ Footing size > 2.610 feet Footing thickness (t) > 12.000 inches (ok) Distance to reinf. (d) > 8.000 inches Footing weight ) ' 1.069 kips Total P axial > 1.844 kips Total bearing pressure > 1.100 ksf (ok) Net, bearing pressure > .950 ksf Factored bearing pressure > 1.450 ksf (1.1tLL+1.4tDL1 ---------------------=------Footing stresses --------------------- =------ Diagonal tension - factored loads - one way action (ok) Vu:(P net)t(effective area) ) 3.819 kips Vn:Vc=2(F'c)'.5tbwtd ) 25.632 kips. 0 Vn ) 23.069 kips Diagonal tension - factored loads - two way action (ok) Vu:(P net)t(effective area) )- 9.694 kips Vn:Vc=4(F'c)'.5tbotd ) 51.200 kips 0 Vn ) 46.080 kips -------------------------Footing reinforcement ----- =-------------------- Nu=(P net)tbl'212 ) 1.292 ft-kips/ft Required Rn:(No19)bd'2 ) 22.436 psi Required p (bending moment) > .0006 Required is (bending moment) > .054 in'21ft :..145 in'2 Nin. required p UBC 2610(f) > .0001 33% increase applied Min. required 9s UBC 2610(f) > .012 in'21ft = .192 in'2 Minimum reinforcement as governed by: ---Minimum reinforcement --I 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. • PT F?G2 9:01 PM ----------- M 9-10-93 Point footing 6114149 ------------------=-----------------------=----------------------------- - Description ))F -2 -------------Load data -----=-------;---------=----Soil data -------------- P ) 5.106 kips ;Soil bra capacity) 1.200 ksf Onifort load ) .000 kips/ft Live load % ) 42.000 . --------------Concrete-------------;----------Reinforcing steel --------- Vc > 2.500 ksi 1 F > 40.000 ksi 18.824 0 > .900 ------------------------------Footing data ------------------------------- 'Footing size . > 2.500 feet footing thickness (t) ) 12.000 inches (ok) Distance to ieinf. (d) ) 8.000 inches Footing weight ) .938 kips Total P axial ) 6.644 kips Total bearing pressure ) 1.063 ksf (ok) Met bearing pressure ) .913 ksf Factored bearing pressure ) 1.393 ksf (1.1'LL+1.4'DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action (ok) Pu=(P net)'(effective area) ) 3.193 kips Vn=Vc=2(F,W.5'bw'd ) 24.000 kips 0 7n ) 21.600 kips a Diagonal tension - factored loads - two way action (ok) Pu=(P net)'(effective area) ) 8.088 kips Vn=Vc=4(F W.5'bo'd ) 51.200 kips 0 Vn " ) 46.080 kips -------------------------Footing reinforcetent ------ net)'bl'212 > 1.088 ft-kips/ft Required Rn=(MuIO)bd'2 ) 18.896 psi Required p (bending moment) > .0005 Required As (bending moment) ) .046 in'2/ft = .114 in'2 Bin. required p OBC 2610(f) ) .0006 331 increase applied . . Bin. required 9s OBC 2610(f) > .061 in'2/ft = .151 in'2 Minimus reinforcement as governed by: ---Minimum reinforcement - 1 Mo. 4 bars e.w. 1 Mo. 5 bars e.w. 1 Bo. 6 bars e.w. 1 Mo. 7 bars e.w. Pt ftG2 9:10 PM ------------------------------------------------------- Rev 9-30-93 Point footing 6114!99 ------------------------------------------------------------------------ Description ))F-3 -------------Load data ------------- ; -------------- Soil data ------------- P ) 1.240 kips ;Soil bra capacity) 1.200 ksf Uniform load ) .000 kips/ft Live load k ) 42.000 --------------Concrete-------------;----------Reinforcing steel --------- Vc > 2.500 tsi ;Fy ) 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data---= ------------ =------ ------ Footing size ) 2.610 feet Footing thickness (t) ) 12.000 inches (ok) Distance to reinf. (d) ) 8.000 inches Footing weight ) 1.069 kips Total P vial ) 8.309 kips Total bearing pressure ) 1.166 ksf (ok) Net bearing pressure ) 1.016 ksf Factored bearing pressure ) 1.550 ksf (1.1tLL+1.4tDLI ----------------------------Footing stresses ----------------------- Diagonal tension - factored loads - one way action (ok) Vu:(P net)t(effective area) ) 4.145 kips Va=Vc=2(F'W.5tbwtd ) 25.632 kips 0 Vn ) 23.069 kips Diagonal tension - factored loads - two way action (ok) Vu=(P net)t(effective area) > 10.359 kips Vn=Vc:4(F'c)'.5=botd > 51.200 kips 0 VD > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)tbl'212 > 1.381 ft-kips/ft Required Rn=(Ku/0)bd'2 > 23.916 psi Required p (bending moment) > .0006 Required As (bending moment) > .058 in'21ft = .155 in'? Kin. required p UBC 2610(f) ) .0008 33i'increase applied Kin. required As UBC 2610(f) ) .071 in'21ft = .206 in'2 Minimum reinforcement as governed by: ---Kinimum reinforcement -- 2 go. 4 bars e.w. 1 Mo.. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. Ell File )LATDATA3 Rev 8-8-95 Wind pressures on structures Description » Exposure > B Importance factor ) 1.00 Basic Rind speed > 80.00 mph qs ) 16.40 psf Roof pitch ) 6,00 in 12 0 ) 26.51 degrees t't s PRIMART F R I K E S AMD ST'STEMS Direction Bt. (0'-15') (20') (25') (30') (401) Assembly description Ce .62 .61 •.12 .16 .84 Q-17 PM 6114/99 ' ' ' LOCAL AREAS AT Cq ' ' ' .. MALLS 2.00 .0203 .0220 .0236 .0249 .0216 Outward Windward galls .80 .0081 .0088 .0094 .0100 ,0110 Inward Leeward walls .50 .0051 .0055 .0059 .0062 .0069 Outward Tota? wall - .0132 .0143 .0154 .0162 .0119 R0.•0F Wind perpendicular to ridge 3.00 .0305 .0330 .0354 .0314 ,0413 Upward Leeward or flat roof .10 .0011 .0011 .0083 .0081 .0096 Outward Windward roof Slope 2:12 to less than 9:12 .90 .0092 .0099 .0106 .0112 .0124 Outward or Slope 2:12 to less than 9:12 .30 .0031 .0031 .0035 .0031 ,0041 Inward Roof total .0102 .0101 .0118 .01?5 .0138 Wind parallel to ridge and flat roofs .10 • .0011 .0011 .0083 .0081 .0096 Outward E L E K E I T S AMD C0MP01F9TS WALL All structures 1.20 .012? .0132 .0142 .0150 .0165 Inward Enclosed structures 1.20 .0122 .0132 .0142 .0150 .0165 Outward Open structures 1.60 .0163 .0116 .0189 .0199 .0220 Outward Parapets 1.30 .0132 .0143 .0154 .0162 .0119 Inwardloutward ROOF Enclosed structures Slope less than 9:12 1.10 .0112 .0121 .0130 .0131 .015? Outward Open structures Slope less than 9:12 1.60 .0163 .0116 .0189 AM .0220 Outward ' ' ' LOCAL AREAS AT DISC01TI191TIES ' ' ' Wall corners 2.00 .0203 .0220 .0236 .0249 .0216 Outward Canopies or overhangs at eaves or rakes 2.80 .0285 .0308 .0331 .0349 .0386 Upward Roof ridges at ends of buildings or eaves and roof edges at building corners 3.00 .0305 .0330 .0354 .0314 ,0413 Upward Eaves or rakes without overhangs away from building corners and ridges away from ends of building 2.00 .0203 .0220 .0236 .0249 .0216 Upward r� File ' >SREARA -----------------------------------------------------------=------------ 9:18 PM 6114199 Rev, 1-20-95 Shearwall schedule ------------------------------------------------------------------------ Description f> >> ------------------------------------------------------------------------ Ce,t N��EYt.S j Ii Mark Description RF DF 1 318" cdx plywood with 8d nails .216 .264 at 6". 12" O.C. 2 318" cdx plywood with 8d nails .315 .384 at 4". 12" O.C. _ 3 318" cdx plywood with 8d nails .403 .492 at 3". 12" O.C. 0.254 4 112" cdx plywood with 10d nails .310 at 6", 12" o.c. 5 112" cdx plywood with lod nails .311 ,460 at 4", 12" o.c. 6• 112" cdx plywood with 10d nails .492 :600 at 3", 12" o.c.. 1 112" gyp bd with 5d nails wind .082 .100 at 1" o.c. edge I field seismic .041 .050 8 518" gyp bd with 6d nails wind .094 .115 at 1" o.c. edge E field seismic .041 .058 9 118" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples. (118" leg) at 6" o.c. 10 318" plywood siding with 8d nails .131 .160 at 60, 12" O.C. 11 Simplex "Thermo -Ply structural (red) .144 .115 sheathing (0.115 inch thickness) with no. 16 gage staples (1116" crown. 1-114" legs) , 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS a � � �1 O r1 O w 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS G O v s 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS ��� W W W W W W H0NI O O O h O O . N as aaa N C N C4 N h 0 rna� z ,2(osq, AS 22-141 50 SHEETS 7 22-142 1.00 SHEETS. 22-144 200 SHEETS v 0 .j LA t ,� GIC -� o JU3, p a_ a Q 4- d W , � o 22-141 50 SHEETS 7 22-142 1.00 SHEETS. 22-144 200 SHEETS mt ' � d Ca - `� S1 mt ROOF SHEA 2x BLOCK lir 1T AW Al' SHEARPLY FOR THICK! AND NAILIN NOTE: REFER TO f Lmij t vR PLYWOOD EDGE NAILING. Rev. 9-1-95 5_I00_A TYREAVE SC: 1'=1'-0' A I CONTIMIIolls CSI6 2x Bl Z LL EMBEDMENT LINE MODEL NO. i2' MIN. STEMWALL LENGTH MIN. EMBEDMENT le SSTBI4 REINFORCING 11' 12' SSTB20 FOR 1/8' DIA. 551 B28 SEE PLAN 21' IC SSTB24 FOR FULL TABLE OAD 25' 20' ::.. .....::.....:::::t _ 24' LOCATE SSTB34 1/8' 34' APPROXIMATELY SSTB34 1/8' 1 3C 45 DEGREES 'PLACE FROM WALL DIAGONAL I /q' MIN. I N CORNER I /4' MIN. APPLICATION C MIN. 8' MIN. FOR TYPICAL PLAN VIEW INSTALLATIONS 1/8' DIA. SSTB Z LL EMBEDMENT LINE MODEL NO. DIA. LENGTH MIN. EMBEDMENT le SSTBI4 5/8' 11' 12' SSTB20 5/8' 21' IC SSTB24 5/8' 25' 20' SSTB28 1/8' 24' 244 SSTB34 1/8' 34' 28' SSTB34 1/8' 1 3C 28- 05 DEL W L CL OR B LOT • NAIL8 i30LT8 QTY, OIA. Lf T191-3%4' LT2 19-1/8' 1-3/8' 3/4' 8-lLd SINKERS --- --- 2' - 19-3/4' 1-3/8' 1/2'. 5/8'. OR 3/4' 10-ILd 2 1/2• 3=3/4 31' 1-3/8' 5/8' 18-I0d x 1-1/2' --- --- HTTIL 2-1/2' 1L' 1-3/8' 5/8' 18-ILd --- --- HTT22 2-1/2' 22' 1-3/8' 5/8' 32-I4d SINKERS --- --- MTT28B 2-1/I0 21' 1-5/8' 5/8' OR 3/4' 24-ILd 4 1/2' INSTALLATION NOTES ILd NAILS WHEN SPECIFIED. REFER TO ILd COMMONS. BOLT INSTALLATION ASSUMES MINIMUM lU 1-1/2' MEMBER. WHEN USING A 1/2. OR 5/8' DIA. ANCHOR FOR THE LTT20B. ADD A STANDARD CUT WASHER TO THE SEAT. NAILED INSTALLATIONS REQUIRE USE OF A DOUBLE 2 x OR A 4 x MEMBER. REFER TO PLANS FOR MORE SPECIFIC CRITERIA. DO NOT INSTALL LTT OR MTT TIES RAISED OFF THE MUDSILL. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION. WHERE STRAP IS ATTACHED TO DOUBLE KINGSTUDS. NAIL KINGSTUDS TOGETHER WITH ILd NAILS AT IL' O.C. STAGGER EDGE NAILING TO BOTH KINGSTUDS. O G. W J QCT >r J u �I o~ Ina x " a �~ZO FW -N OQ zmW WizX 0 x Waw 00 �iW JFK- na wF- QIn—a I OC I O 2 X z QIL fD aw as a n�czoe QQ= W7Cu FOS Qaun uc I O uz dam.. In IL NW NN W LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. II n4w SG OWNERS �V) �� NI.tC���� A.P. o -a-J NAME 1 � NUMBER- (!)`IId�>;" PRINT LAS NAME PIRST ADDRESS / LOCATION: COUNTY ZONING DESIGNATION:O FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITI LEGAL ACCESS REQUIRED: YES NO YES NO MAP INFORMATION: //IF, /�U 77v/v O Vg DATE OF RECORDING: Z3AR LOT Z BOOK /09 PAGE 9Z COMPLIANCE WITH OLD SU (VISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES VNO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A: Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. ,X— Se:::-� 108 M 94 t=b-Y2 -11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22 23. 24. 25. 26. Ala iWN013A30 ONyl 3.W18 J0 AINf100 66616 1 ddd a3n130,311 LD 6/98 FORMS\BLDG PERMIT CLEARANCE AND WHEN RECORDED 1%1AIL TO: 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 requires 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: See attached legal description pate: Apr. 30, 1999 PROPERTY OWNERS: Audrey Ang 1 State of California ) County of Butte ) On Apr. 30, 1999 before me, W. J. Golling, Notary personally appeared Audrey Angel personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/th signature(s) on the instrument, the per r yrftil60 10111211 01 W"I #� the person(s) acted, executed the inst ent. bp`u '"° W. J. G®LLING I'' WITNESS my and official seal. p �� COMM. #1109370 % NOTARY PUBLIC-CALIFOR>v:A 0 V ,�F ; ' BUTTE COUNTY . My Comm. Expires Sept. 20.2000 Signature Seal: A.P.# NOTE TO RECORDER: DO NOT RECORD THIS SIDE AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: A.A. -1 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. (The description may be handwritten or typed in the space provided or attached on a separate sheet is more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1 st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. (Monday -Friday) E _ o Order No. 200688 EXHIBIT "ONE" PARCEL A: Lot 2, as shown on that certain Map entitled, "D. & H. Hutton Subdivision", filed in the Office of the County Recorder of Butte County, California, on May 23, 1988, in Book 108, of Maps, at Page(s) 92, 93 and 94. PARCEL B: A common driveway access easement over Hutton Way, as shown on that certain Map entitled, "D. & H. Hutton Subdivision", filed in the Office of the County Recorder of Butte County, California, on May 23, 1988, in Book 108, of Maps, at Page(s) 92, 93 and 94. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel A, described herein. Assessor's Parcel No: 040-280-093 LONGFELLow LYTMBER 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 Customer: -11)'t "-1 R I G J - Address: AP#: Job No: A 0 G e i Alpine Engineered Products, Inc. Christian W. Chappell / 8351 Rovana Circle f Sacramento, CA 95828-2522 (916) 387-0116 APPROVEDINSPECTION' saP'tiG y tao vv c..a-• .. Timber Products Inspect`o, -ny,��_,,, P.O. Box 20455acFd Portland, OR 97220¢ ��-�y �;�� OV'= (503) 254-0204 �.' b �" � a LONGFELLOW UIN BER 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 handling, installing and bracing of wood trusses. f❑ 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 defects to Longfellow immediately. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on Report trusses unless truss engineering has been designed to accomodate the specific point loads. ❑ 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. BEFORE INSTALLING: Make certain truss sequence and end -for -end orientation are correct. Wk(/bo -fo-_jr-77A2Vy/ 7'U GABLE END DEIAII SIRONGBACK (NAIL 10 LEOGEF (BRACED AT 55' LEDGER (NAIL TO VERTICAL M12 -10d NAILS) (K) SPACING FO) REFER, TO SI PRODUCT AT' A35 IN FI 1 I 1111S.D11G PREPARED FROM COMPUTER INPUT (LOADS A DIMFNSIONS) SURMITIFU RY IRITSS HFR (PI) (N) (G) (S) (N) HAX LI- e (SI )I (SI) (H) 2X4 F.L. OR H.F. 12 OR / BIR STP.ONGBACK BRACE (PI) PEAK PLATE TO MATCH COMMON TRUSSES. (SI) SPLICE PLATE 10 14ATCII COMMON TRUSSES. (III ) FEEL PLATE 10 MATCH COMMON TRUSSES, (0) OPTION 10 NEB PLATING: USE (3)-2' WIRE STAPLES (0.072 DIA,/15 GA.) IOI:NAILED IIIRU CHLORO INTO WEB 6 IHRU WEB INTO CHORD ON ONE FACE FUR A TOTAL (1F 6 STAPLES. (PI). IS I ) A (Ill ) MUST BE PLATED. (G) GABLE ENO OESIGI BASED ON 75WH WINO LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIGHT. \ S I RUN(IUALK BRACED AT 55' O.C. (C) IX4 CONTIHUOUS LATERAL BRAC114G FOR BRACE (STRONGOACK) MEMOER LONGER THAN 72'. ATTACH AT MIDPOINT Or EACH GRACE W12 -9d CCOHMUN NAILS. 24' MAX GABLE ENO i . \7i OUTLOOKER (HI) NOTE: CHORDS 10 BE 2X4 FIR -LARCH 92 HIN. NOTE: THIS DETAIL HAY BE USED FOR TRUSSES WITH PITCHED D.C. ALSO. PLATE MAX. WEB LENGTH IX3- 2-0-0 2X4• 8-1-0 3X4• 13-6-0 r PLT TYP. Wave TPI -95\R Design Criteria: TPI-95(STD ONLOOKER CRITERIA 3.5' MAX. TYP. 110TCH e 24' D.C. 1.5' MAX. 12' HIN 24' MAX 2X4 F.L. LUMBER GRAOES MAX. LENGTH WITHG'UT BRACING 00 MAX. LENGTH Y/ STRUIIGBACK BRACE (S) STANOARO 5 -II -0 II -10-0 30.0 15.0 6.0 5 0.0 P S F PSF PSF P S F P S F REF R 9 9 2 DATE 03/19/98 DRW CDT 12 NI 7-9-0 15-6-0 11 6 BETTEP. 7-9-0. 15-6-0 SS 7-9-0 15-6-0 O O Q O O -/ L� �1 lI� TRUSS O O O o I� •• YARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING ANDRACING. 10 0181 INSIIIUIE.REFER III O-ONOF10 DR.. SUITE N10.1. MADISON. 1.INSTALLING AND BRA61111).PFDA ISAFETY SHED YPRACTICES IPI OPRIORSS AI. STRUCTURAL PANELS. OTONS. SNAILHAVE A PROPERLYATTACHEDRIGDD LINGPROPERLY ATTACHED BOTTOM CHORD SS SNAIL ASINDICATED. ORSHALL EG. --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUIlO THE TRUSSES IN CONFORMANCE YIIN IPI: 0R FABRICATING. HANDLING, SHIPPING, INSTALL At10N 0R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S►(CIFICAIION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE 1 AGE AV DR AYI NG SEI]O�TI SO I. AA160NL ISTOAH IENG IT IBCA, ED NONHIHI DISRAY DRAWING 0 APPLIES ONLY I OR IHPEOE DESIGN SECTORS TO�f'lf OF TNI IR USS O[►ICIED HERE AND SHALT NOT BE NETTED UPON IN ANY OTHER VAT. �QQ�NFW y�j V C43t A Tk �CIVIL r^T SF���\P TC TC BC B C TOT LL DL DL L L . L D . 30.0 15.0 6.0 5 0.0 P S F PSF PSF P S F P S F REF R 9 9 2 DATE 03/19/98 DRW CDT 12 ' S E O N - 25458 DUR.FAC. 1.15 FROM PBC SPACING c THIS DWG_ PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, n TRUSS PROFILE ni za" O.C. FURRING PROFILE LL WITH 40" O.C. FURRING o BUILT-IN CRIPPLES BUILT-IN CRIPPLES " r(REMAINS IN PLANE (REMAINS IN PLANE -`{ o WITH ]ROSS) I WITH ]BUSS) I m (0) TYP. q6 I4IP WITH FUP. I -PLY qG HIP CHORD EXTENSION I -PLY 115 HIP WITH FUR. I -PLY (U) TYP. �� q5 HIP WITH FUR, I -PLY iq4 HIP WITH FLIP. I -PLY �:� � q4 HIP 3 HPIP EXTENSION -PLY SETBACK '=� q3 HIP WI TI( FUR I -PLY SETBACY, q3 HIP WI11'I FUP, I-PLY �,,q2 HIP WITH FUP. I -PLY r / q2 HIP CHORD EXTENSION I -PLY 111 HIP GIRDER MAY (B)� ql HIP GIRDER MAY BE MULTIPLEMEMBER //�—� ��(�—�� \ / BE MULTIPLEMEMBER (B) PUP.LINS SPACED a 24'0.C. TYP. \\ PERMANENT DIAGONAL BRACING(8) PURLINS SPACED a 24'0.C. TYP. \ \ PERMANENT DIAGONAL BRACING(CONTINUOUS 2X4) v APPLIED TO TOPSIDE OF FLAT TOP (CONTINUOUS 2X4) v APPLIED TO TOPSIDE OF FLAT TOP (D) CRIPPLES SPACED 24' O.C. TYP. CHORD BY ERECTION CONIRACIOR (D) CRIPPLES SPACED 4B' U.C. TYP. CHORD BY ERECTION CONTRACTOR _ (0) FURRING & FLAT TC (SEE BRACING DETAIL) (D) FURRING & FLAT TC (SEE BRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN SAME SIZE AND SPECIES AS DESIGN. • NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE. s NOTE: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE. ql HIP MAY BE I JACK RAFTER RIGID CONNECTION DETAIL SIMPSON 113 TIE SEE SIMPSON CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. JACK RAFTER. PERMANENT BRACING DETAIL - SECTION A -A START OF TOP CHORD START OF THE TOP CHORD EXTENSION FLAT TOP CHORD PURLINS EXTENSION (SLOPING TD FLAT) \ (TYPICAL) �(CONTINUOUS� (SLOPING TO FLAT) ql HIP, REFER T ORIGINAL ORAWIN FOR MORE INFORM • SE ROOF SHEATHING JACK RAFTER � L PERMANENI DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND AT APPROXIMATELY 20' INTERNALS OR LESS THEREAFTER AND AT END BAY. (I)► NOTE: PERMANENT OIAGIINAL BRACING NAILED TO UNOEP.SIOE OF FLAT TOP CHORD PREVENTS LATERAL MOVEMENT OF TOP CHORD. (IF PLYWOOD SHEATHING IS PRESENT ON ENO'JACKS, AND JACKS ARE PROPERLY ATTACHED (SEE DETAIL] 10 ql HIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT ql HIP, HOWEVER, PLACEMENT a 20' INTERVALS IS•STILL P.EIJUIRE0.) Rev 17.3v3 *iEIMP0RTANT9E*ALPINE ENGINEERED PRODUCTS. INC. WARNINGIRUSSE9 REQUIRE EXTREME CARE QV'of`gs/ TC LL * PSF REF 8427--35912 C= O O 1= O C= SHALL NOT BE RESPONSIBLE FOR ANY N HANDLING. ERECTION AND ` O C= C= C= DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS -91 BY IPI. SEE THIS DESIGN �(��' W. {. E' TC DIL * PSF DATE 04/29/96 p p O C= FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSiBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` O• C= C= (= ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICAIEO, 70P V A ^. BC DIL !► PSF DRW COiJOB p p p p A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER OWC r -0 BC LL * PSF CA -ENG PBC .3, ALPINE C= TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SIEATIIING. BOITUM CIroRD O O CONNECTORS PEA DRAWINGS 130, 130 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE * TOT. LD . * PSF CONFORM ECHNICAL TE TRUSS O SEAT off MHIS OMWIIlG APPLIESTOTNEOF IcoMTroIENI DEPICTED HERE ORYWS 9 IPI. AN ENGINEER'S IAELLTAPrtiICA7I0P0AFURNISH/AICOPYROFRr"IS J/J CIy11! DUR.FAC. IN ONLY. AND SHALL NOT BE PELTED UPON IN ANY OVER WAY. DESIGN TO TICE TRUSS ERECTION CONTRACTOR. __TPI - TRUSS PIAIE INSTIIUIE, NDS - 1991 NATIONAL OEStGtI SPECIFIF.ATID11 FOA WOOD CONSIRUCTION �Vl ��O SPACING • ..A ., 24'0. �- -k Q -T w T 124It Ci G . �iP GINE C'j'F}!�i To FSE To f`o,� PLAN KKR. --- can,tMoN I TR-11�r -------- i LA-Yol- ---� �FIotLT GOro� I N I P F Lll�la N/ "ER a, - oI2 4,s � c� NII? -• - - •.� ��- T6�-or-NIP ?vW*w w/ NIP �j'�R �xb .HIP TO RIDGE HIP TO HIP MASTER A �ia�t�,n�I:cu .... B �t14�IIlt•oa STANDARD' HIP DETAIL LONGFEL*LOW LUMBER CO. CHICO. C'A. (916) 893-0112 c � THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR PLATE -WAVE TPI95 0 0 0 0 0 0 O O f� O 1= 0 1 3 o 0 0 0 0 1� �ALPINE� 1� 0 0 o TRUSS 0 0 0 0 0 0 DESIGN CRIT=UBC OTY - 1 TOTAL - 1 ;xx TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTAU ING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI 1' :TITUTE 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACT PERFORkING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL H, ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ■NIMPORTANTM■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTI IGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH. INY FAILURE TO_BUILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. 1 REF 8992-90913 DATE 01/15/98 DRWG CD100 CA -ENG .)S STANDARD JACK DETAIL SPACING - 24' O.C. 1 DEFLECT ION C111 TER) A: 1.5X3 (LIVE LOAUI FIAFTEII SLOPES < 4: 12 - L/240 RAFTER SLOPES > 4: 12 < 12: 12 - L/ 100 CEILING JOIST - L/240 RAFTER ) IT IS WE RESPONSIBILITY OF THE TRUSS FADAICATOR TO FIEVtrW THIS BUILDING DESIGNER AND 1111AVIING PRIOR TO CUTTING LUFIDf:R TO VERIFY THAT ALL (IATA, INCLUDING 0114ENSIONS ANO LOADS, CONFOF114 TO 711E AIICIIITECTUflAL SPECIFICATIONS ANO FABRICATOR'S TRUSS LAYOUT, 2X4 I (1 Tl 1.5X3 / — MAXIMUM CLEAR SPAN_- - -- I 2X4 FIEM-FIR STANDARD `/ -REQUIRED IF RAFTCII NOT CEILING .JOIST SUPPORTED AT ENO RAFTER SLOPE 4: I2 RAFTER SLOPE > 4: I2 DUT < 12. JR CEILING JOIST LIVE LOAD (PSF) 16 16 30 30 16 16 30 30 DEAD LOAD (PSF) 7 15 to 15 10 15 10 15 5 DURATION FACTOR 25X 25% 15% 15% 25% 25% 15X 15% I,flo SIZE GRADE --14AXIM114 CLEAll SPAN -- PLATE -WAVE TPI95 0 0 0 0 0 0 O O f� O 1= 0 1 3 o 0 0 0 0 1� �ALPINE� 1� 0 0 o TRUSS 0 0 0 0 0 0 DESIGN CRIT=UBC OTY - 1 TOTAL - 1 ;xx TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTAU ING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI 1' :TITUTE 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACT PERFORkING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL H, ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ■NIMPORTANTM■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTI IGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH. INY FAILURE TO_BUILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. 1 REF 8992-90913 DATE 01/15/98 DRWG CD100 CA -ENG .)S 1 NWA PLATE -WAVE TPI95 0 0 0 0 0 0 O O f� O 1= 0 1 3 o 0 0 0 0 1� �ALPINE� 1� 0 0 o TRUSS 0 0 0 0 0 0 DESIGN CRIT=UBC OTY - 1 TOTAL - 1 ;xx TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTAU ING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI 1' :TITUTE 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACT PERFORkING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL H, ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ■NIMPORTANTM■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTI IGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH. INY FAILURE TO_BUILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. 1 REF 8992-90913 DATE 01/15/98 DRWG CD100 CA -ENG .)S Detail for fabrication of bottom chord filler to be used to Produce a flat bottom chord of variable length. Refer to appropriate design for lumber, plates, and other data not shown Isere. (A) 1X4 continuous lateral bracing @ 6'-0" O.C. (max.). Attach with 2-8d nails. Furnish copy of this drawing to erection contractor so he will know of.Lhls requirement. � F) / (A) 3X4 �— 2x4 112 Fir -Larch 8-7-0 MAX. _ OPEN PANEL Truss Span 2X4 LA) 100 \I 2X4 PLATE TYPE ALPINE FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR �'% ' TRUSS ALPINEEN(:INF.EIIEl)PrIODIICIS,INC, SIIAtL NOT DE RESPONSIBLE FOI1 AIIY OEVIATIO14 f IIOM IIIESE SPECIrICATIONS FAR.t1IDEVIATION I RE TO BUILD TIE TIIUSSIN COUFOIIMANCE WI 11 TIE "OUAI It Y CONInOL MANUAL' IIY 11-1 AT PINE CONNECTOIIS AIIE MANUr ACIUIIED F11O1.1 70 GAUGE RALVANIZED SIEEI UNI ESS 0111FIIWISE SHOWN, MEETING FIEOUIIIEMENIS OF ASTM A416 GRADE A: APPLY CONNECTOIIS 10 OO111 FACES At EACH JOINT AND LOCATE AS SHOWN. BEAnINO WIDTHS AIIE 4' NOMINAL UNLESS OTHERWISE SIIOWN DESIGN SIANDA110S f.ONFOnM WITH APPLICABLE PROVISIONS OF'NDS•86 AND 1 PI.850R PCT -60. WRNIMPORTANT: XTn MECNGNIIANOLINO ERECTION AND BRACING. SEE "OWT-16" IDIIAC1140 WOOD COMMENTARY OAIIONS — PI SEE 1111S DESIGN FOR ADDI•--.— TIONAL SPECIAL PEIIMANENT BIIACING REQUIREMENTS. UNLESS OI IIERWISE SIIOWII, TOP CIIURD SHALL BE LAfEIIAILY BRACED WIT11 PROPERLY ATTACHED PLYWOOD SITE A• TItINO. 807TOM CHORD W1111 RIGID CEILING OR GRACING AS SPECIFIED ON DESIGN. 00 NOT USE TIBS DESIGN WITIIFInE 11E1AROANT 1'REAI EO LUMBER. tEss <y� A\�� H ` W W. �3$�I51� .,M m 6*20 " * �- ell _r`Q�\! DESIGN CRIT, UDC REF: 5736 R427 TC LL: PSF TC DL: PSF UC DL: 5.0 PSF TOT. LO: PSF DATE: 7/19/88 DWG: CD106y� ANG: FI1 .�.., r✓ O/A LEN: VARIES DUR. FAC: % PITCH: VARIES SPACING 24.0" O.C. TYPE: DETAIL 'IPI..InUSSPIATFINST1TI11L' NOS - NATIONAL DESIGN SPECIFICATION FUIIWOUD CONSIRUC 7ION. TRUSS-BRACING/BLOCKING DETAIL TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUSS BRACING/BLOCKING DETAIL (AT SUPPORT) NDTEt BRACING DESIGNED TO STABILIZE TRUSSES. AND NAS NOT BEEN DESIGNED TO RFRIST 1 ATFRAI 1414FAR I nenm (A) 2X4 13 HER -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (N) HEIGHT OF TRUSS AT SUPPORT. 1 rw ING SECTION S -S TRUSS (0) 2X4 H.F. 13 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOHN. (P) SHEATHING APPLIED TO TOP CHORD. NAY BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS IU -0" OR LESS. DIAGONALS NOT REQUIRED. B a APPROX. 45' (BB) BLOCKING TO BOTTOM CHORD OVER SUPPORT, H.F. 13 OR BETTER 2X SIZE OF BOTTOM WORD. PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD 18.2c3 O Q O Q O O ��TRI;: 0 0 0 O Q 0 WARNING •• IRNSS(S AEOUIRI (IIRENt CANE If FABRICATION. NANDIING. SNIPPIRG. INSTALLING AND RACING. RtFIN 10 Nit '$I (HANDLING I1SIAll116 AND BRACING). ►UBLISMIC BT m (TRUSS PLATE OO"FlO at.SAFETY PAACIICJS PRIOR TO ►(AFOAMINO IN[SI•Ftl1Cit01S.•UNLESS OINEANISIsuill zoo.SINOICAICO.S3119). TOP CNRDASHAtt RAVI PAOIERLY AIIACNED SIAUCIURAt PANELS. BOTTOM CNOAC SMALL NAVE A PRO►(ALT AIIACN(D RIGID CLUING., ••1MPORTANI•• FURIfN A CO►Y Of IRIS DESIGN IO INE INSTALLATION CONIRACIOR. ALPINE ENGINEERED INODVC1f. INC. SNAIL NOt B[ AES/ORfIBIt i0N ANY DEVIATION FROM IRIS OESION: ANY FAILURt 10BVIIOTNI1RVffIS 11 CONFORMANCE WITH I►1: R FABRICATING. NANOLING. SNIPPING. INS1ALtAt10N OR (RACING OF INOSSI. NNIS 0[TIG1 CONS ORNS -11N AIILICAIL( PROVISIONS OF NDS (NATIONAL DESIGN ►UllifN(0 BY IMI AMERICANFOIFSI AND ►APER ASSOCIATION) AND TPI. ALPINE CONI(CIOAf AR( MADE ofIDG,AT IM ABf3 R1.1GALA- SI(IL. EXCEPT AS 10190. APPLY CONRECIORS to DNIYTIGf IACN I 01 I )O. I I6OSAND AND 1601AtF. SS GAN(AVISE FNGIN((I`S tCD $(At BONN IRIS DRAWINGPOSITION APPLIESCONLYC TOR IN[ DESIGN of 1N( INVff D!►IC11D NUE AND SNAIL 101 11 Alt 110 UPON 11 ANY BIWA 1Ar, �`ESSIO ��OQ� ' �WC y E*ISPECIFICATION * ����f'OR � f TC TC e C T0T DUR.FAC. SPACING LL DL D L LL . LD. ( L ) SEE ABOVE REF R427 DATE 1/12/94 DRW 3.048,634 f� CA -ENG / CWl. -JIM BLACK / ANGEL - T-1 HIP [6'SB] [1 -PL (TOP CHORD 2x4 DF -L j1 :T2 2x6 DF -L #2: BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard N `,j PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. G1. (USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0. OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. N SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH b'tx4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d NAILS �'%NO DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD130. z SUPPORT HIP RAFTER WITH CRIPPLES AT 05-07-14 OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC 6 BC @ 72.00. OC. W4X60 W3X10a v 6 r ' A O C>4 Q.. A NS25129is 9=4 W3X14(83) a W4X4� W1.5X4III cti . z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W4X4= W4X65 WZ.5X4Ea W4X4= W3X14(83) sa +B-0-0 � 1 -Q_ L 6-0-7 I 12-5-1 I 5-6-8 (� 24-0-0 Over 2 Supports I R-1947 W-3.5' R-1945 W-3.5':�' J� ' fR L ilkP" Ln PLT TYP. H1 h Stren th,Wave TPI -95 R Desi n Criteria: TPI S' N "*YARNING'- TRUSSES REQUIRE EXTREME CARE IN FAIRHANDL INS. HAINS. SNIPPING, INSTALLING AND BRACIBO. 111" TO IIB•P1 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TF1 (TROSS PLATE Q7 fI371T1TE. SOS O'OIOFNIO ON.. SUITE 200, MADISON. WI 53719)• FOR SAFETY PRACTICES PRIOR TO p7 PERFORMING THESE FUNCTIONS. UNLESS OTHERMISE INDICATED. 70P CHORD SMALL HAVE PROPERLY ATTACKED C77 STA UCTURAL PANELS. BOTTOM CNOXO SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. .--. ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C+i BUILD TN( TRUSSES IN COIFORMAICE WITH TPI; OR fABRICAYING. HANDLING, SHIPPING. IBSTALLIIG ARD ALPINE BRACING OF TRUSSES. TN1S DESI'I CONFORMS MITI APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN ---.. SP ccTF1CA1 ON RUBLE SHED OT TNf AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AXE MADE OF 206A ASTM A1153 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TD C1. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER Q DRAWINGS 150 A•2. THE SEAL 01 THIS DRAWIIG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Albpime� ���.,p,�Da•�� FtCduCts, Inc.RESPONSIBILITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS SACX +�. CA 99628 COMPONENT FOl ANY PARTICULAR BbILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA ANSIfTPI 1-1995 SECTION 2. 4.M ( Scale—.259/Ft. REF R427--39711 DATE 04/13/99 DR W CAUSR427 99103018 CA -ENG AEB/CWC SEQN - 121011 FROM E.D �pfES TC LL 16.0 PSF TC DL 15.0 PSF 199 Nn CM " BC OL BC LL 7.0 0.0 PSF PSF TOT.LD. 38.0 PSF r� OUR.FAC. 1.25 SPACING 24.0" Scale—.259/Ft. REF R427--39711 DATE 04/13/99 DR W CAUSR427 99103018 CA -ENG AEB/CWC SEQN - 121011 FROM E.D (QLAANG-JIM BLACK / ANGEL - T-2 CONN) TOP CHORD 2x4 DF -L #1 [BOT CHORD 2x4 DF -L $I WEBS 2X4 OF -L Standard N 1-1 `'' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ci.: 110 PSF BC LIVE LOAD PER UBC. c— N d [T V A O a cx. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC 6 BC ® 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4e W3X4g C=3 L424i z Lr 12 -0 -0 I 12-0-0 c a FE 24-0-0 Over 2 Supports I R-1011 M-3.5' R-1011 W-3.5" LE'l PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD 18.2c4 N *WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATI01, 1ANDLING, SHIPPING. INSTALLING AND ORACI16. REFER TO MID -91 (NANOIIIG IISTALLIIO AHD GRACING), ►UILISHEO IT TPI (TRUSS PLATECE� p7 INSTITUTE. 303 D'ONOFRIO OR.. SUITE 900, MADISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO p� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL MASE PROPERLY ATTACHEDSTRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED 91610 CEILING. '-IMPORTANT-- FURNISH A COPT Of THIS DESIGN TO TUE INSTALLATION CONTRACTOR. ALPINE E1611EE9E0PRODUCTS, INC. SHAH MOT B[ RESPONSIBLE FOR All DEVIATION FROM THIS DESIGN: ANY FAILURE TO C -i AL P INE BUILD TME iRUSCEi iN C0110AHANCE WITS TPI: OR FARR ICATING. MANOIItlG, SHIPPING. INSTALLIR6 ANDBRACt1G OF TIULSE4TM/S DESIGNCOM►OBNSYITR APPLICABLE PROYISIOIS Of MDS (NATIOtlAI DESIGN SPECIFICATION PUILISHED BY THE AMERICAN FOREST ARD PAPER ASSOCIATION) AND TPI. ALPINECONNECTORS ARE MADE OF IDEA ASTM A653 GR40 GAIN. STEEL. EXCEPT AS NOTED. APPLY COINECTORS TOEACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONDICTORS PERDRAWINGS 160 A•1. TME SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6I HEER116RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TBE SUITAOILRTI AND OS[ 0► 1115COMPDMER IBR , ►MTICULM BOIlDlR6 1S TME RESPONSIBILITY OF THE BUILDING DESIGNER. PERAIS1/TPI 1•X993 SECTION 2. CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 15.0 PSF 8C'DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 38.0 PSF DUR.FAC., 1.25 SPACING 24.0° DEP. 2 Scale—.25'/Ft. REF R427--39712 DATE 04/13/99 ORW CAUSR427 99103019 CA -ENG AEB/CWC SEON - 121003 FROM E.D -JIM BLACK / ANGEL - T-3 COMM W -HVAC LOAD TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. N \ IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. BRACE TC @ 24.00' OC d BC @ 72.00. OC. cam: (TRUSS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. UNIT WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. ' c• , N 10 PSF 8C LIVE LOAD PER UBC. C" 0 z W4X4e 1 6 Wl . 5X4 14 W2 5X4 6 r THIS nwn PRFPARFn DROP [MYUUTDO TUDUT n nAnr A n.ur... na r. -,.0 .... n — .,.,,..- — .""LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** a W2 6(Al) BOB W2.5X4 m W2.5X4 = w W3X4m •z W3X4Ea c5 z , w�� w cam. L� 12-0-0 1 7-5-4 d (F 19-5-4 Over 2 Support. R -905.W-3.5" R-801 Wet°(++) I1. - co 7 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 N f07 07 CT As 6 JUIrm coY ILDING DEPARITMEW rA1-111-/-F-IC R-1— _ ocn/Ira _"WARN ALPINE - �sL1,�,tt��pp���� LIC' •..Yuq ....N.uww CA .SHq'0>lmOO.t.A 9SB28 W1.5X4 Id E� TC LL 16.0 PSF TC D L 1 5.0 PSF BC DL ], 0 PSF BC LL 0.0 PSF TOT. L0. 38.0 PSF REF R427- -39713 DATE 04/13/99 DRW CAUSRR27 99103D20 CA -ENG AE B / CWC SEQN - 121065 T FROM E.D SPACING 24.00 2- —9 P4 9=1 -0-0 4 Fsa a W2 6(Al) BOB W2.5X4 m W2.5X4 = w W3X4m •z W3X4Ea c5 z , w�� w cam. L� 12-0-0 1 7-5-4 d (F 19-5-4 Over 2 Support. R -905.W-3.5" R-801 Wet°(++) I1. - co 7 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 N f07 07 CT As 6 JUIrm coY ILDING DEPARITMEW rA1-111-/-F-IC R-1— _ ocn/Ira _"WARN ALPINE - �sL1,�,tt��pp���� LIC' •..Yuq ....N.uww CA .SHq'0>lmOO.t.A 9SB28 1116— TRUSSES REOIINE CETREME CARE IN FABRICATION, WANOLIIG. SNIPPING, INSTALL INC AND BRACING. REFER TO 11111-91 (WANGLING INSTALLING AND BRACIRS1. PUBLISHED BY TPI (TRUSS PLATE IISTITUTE, 303 0•0101410 ON ; SUITE 200. MADISON, WI S3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FOICTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL BATE A PROPERLY ATTACKED RIGID CEILING. ..IMPORTANT--FDIIISI A COPT Of 781 O[SIBR TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PAODICTS, INC.CSKAI( IOi BE RESPONSIBL( FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO OUlCI THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING. MA1DlIN0, SXIPPIIG, INSTALLING AND BRACIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF BUS (NATIONAL-DESION SPECIFCOIXECIOATIOR PUBLISHED OF OT THE AMERICAN FOREST AND EAPER ASSOCIATION) D. TPI. ALPINE CONNECTORS ARE NAD[ OF 206A ASTM A657 GIllO OAIf. STEEL, EItE►T AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORRECTOIS PER DRAWINGS 100 A-1. THE SEAL ON THIS CRANING 1101CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO LITY SOLELY FOR FOR AMY PARTICULARETRUSS BUILDING ISO THE TRESPONSIBILITY OF THE BUILDINGSHOWN. THE 'TY AND USE OF DESIGIER. PER THIS CORP "I ANSI/TPI 1-1995 SECTION 2. E -^v W. '99 u r >o 6 * AAA TC LL 16.0 PSF TC D L 1 5.0 PSF BC DL ], 0 PSF BC LL 0.0 PSF TOT. L0. 38.0 PSF REF R427- -39713 DATE 04/13/99 DRW CAUSRR27 99103D20 CA -ENG AE B / CWC SEQN - 121065 . DUR,FAC. 1.25 FROM E.D SPACING 24.00 �20 (B,LAANG-JIM BLACK / ANGEL - T-4 HIP E11'1008 -SB]) TOP CHORD 2X4 DF -L #1 BOT CWORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N "')'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. "IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO —PIRACE TC 0 24.00" OC A BC 0 72.00" OC. rn 0 z C -- C=) O a •A W a W 1 -1 w z z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIOMS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00" OC, W5XB(R) Or WU4s W2.5X4 ® � 5 WZ.bX4(K) M W1.5X4 11 11-10-15 I 6-6-1 1 1� 19-6-14 Over 2 Supports I R-859 N-3.5" R-727 W-2-(++) cn PLT TYP. Wave TPI -95\R Design Criteria: TPI S' .N-.--NARNING-- TRUSSES REQUIRE EXTREME CAAE11 FABRICATION, HANDLING. SHIPPING, INSTALLING AND 61ACING. REFER 70 HIO -91 (HARKING INSTALLING AND SAACING), PUBLISIED BY TPI (TRUSS PLATE CT INSTITUTE, 503 D'OROF110 DR., SUITE 200, MADISON, NI $7719)• FOR SAFETY PRACTICES PRIOR TO 07 It NG THESE FUICTIORS. UILESS OTMERWISE INDICATED. TOP COMO SHALL NAVE PROPEAIT ATTACHED STRUCTURAL PANELS, COTTON CNO0.0 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "I.ORTANT-- FORK[ SW A COPT OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPIRE ENGINEERED PRODUCTS, INC. SIAII NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESK(; ANY FAILURE TO C-; A L P I N E GILD THE TRUSSES 11 CONFORMANCE NITA TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND IRACIIG OF TRUSSES. THIS DE51R1 CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN S►ECIFICATIOR POBLISNID BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE- CY., C011ECTDRS ARE MADE OF 20G ASTM A663 SA60 GALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO p-. tAC1 FACE OF TRUSS. AID URLESS OTHERWISE LOCATED 01 7NIS DESIGN. POS17101 CONNECTORS PER DRAWINGS 160 A•2. THE SEAL 01 7013 DRAWIRG IROICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Npine+..aa..lr�Cd � RESPORSI6ILITV SOLELY FOR THE TRUSS COMPONENT DESIGN $NOVA. THE SUITABILITY AND USE OF THIS CA 95EtB COMPONEAT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA AISIITPI 1-1995 SECTION 2. COUNTY Y ,p7 -yr. 6 ff.�� pp��ppdq�R{�}a����, 1p��®pp��y��, ILDING ®6...8 t''Oi VTIY•i...N' o.CLY t.n 1 - - -/r E TC LL 16.0 PSF cL_ '99- s MaC13815 Ew mm * TC DL BC OL BC LL TOT. LD. 15.0 7.0 0.0 38.0 PSF PSF PSF PSF OUR.FAC. 1.25 SPACING 24.0" Scale-.25"/Ft. REF R427--39714 DATE 04/13/99 DRW CAUSR427 99103021 CA -ENG AEB/CWC SEAN - 121115 FROM EA (.KLAANG-JIM BLACK / ANGEL - T-5 CONN TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N++ ANCHORAGE REO'D TO PREVENT TRUSS FROM SLIPPING OFF BEARING. -..r 07 O z w4X4m THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. 1a W w w z c:5 z R4�? W1.5X4 N W z (— 15-0-0 1 4-6-14 y cL.. . d 19-6-14 Over 2 Supports I R-859 W-3.5' R-727 W-2'(++) 7 PLT TYP. Nave TPI -95 RDes14n Criteria' TPI STD N O) Q1 Olt a.L L �S D 18.2C4 lR - 1 - - - r acale —.ZS" Ft. • MANNING'• TROSSES NEOBIRE EITREME CARE 11 FABRICATION. NANDLIN6, SHIPPING, INSTALLING AND BRACING. REFER TO VID-91 (HANDLING INSTALLING AMC BRACING), PUBLISHED BY TPI (TRUSS PLATE E TC LL 16.0 PSF REF R421--39715 INSTITUTE. 603 D'OIOFAIO ON.. SUITE 100. HADISol. NI S3719), f011 SAFETY PNACTICES PRIOR TO PERFORMING THESE FUtCT10MS. UNLESS OTHEINISE INDICATED, TOP CHORD SMALL BATE PAOPEALY ATTACHED N FN,- .l� TC DL 15.0 P S F DATE 04/13/99 STRUCTURAL PANELS, BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED 41GID CEILING. ~1R•0_ ~/ 'IMPORTANT-- FURNISH A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '99 ,e BC DL 7.0 PSF DRW CAUSR427 99103022 PRODUCTS, INC. SBAII iDr 0E RESPONSIBLE IDLE FOR ANY DET IATION FROM THIS OESI61: ANY FAILURE TO BUILD THE TRUSSES IR CONFORMANCE NITN TPI. 01 FABRICATING, HANDLING. SNIPPING. INSTALLING AND ALPINE OIACIN6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN C43US BC LL 0.0 PSF CA -ENG AEB/CNC SPEC(►ICATIOR PUBLISRED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MAGE or TOGA ASTM A663 CA40 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO *', � IT TOT. LD. 38.0 PSF SEAN - 121059 EACH FACE OF TRUSS, AND 69LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRANII6S 160 A -I. TIE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING mD p RESPONSIBILITY SOLELT ►01 THE TRUSS COMPONENT DESIGN SHOWN. THE SUITASILITT AND USE Of THIS DUR.FAC. 1.25 FROM E.D COMP01FI1 FOR AMY PANTICULA4 BUILDING 13 THE AESPORSIBIIITT OF IRE BUILDING DESIGNER. PER SPACING 24.0 ° ANSI IT,. I-1995 SECTION I. pLiiT (BLAANG-JIM BLACK / ANGEL T -5A CONN M -EXT TC) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N r._3LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS -LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00" OC b BC @ 72.00 OC. iOEFLECTION MEETS 1/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. + ANCHORAGE REQ'0 TO PREVENT TRUSS FROM SLIPPING OFF BEARING. N C71- C=:; )O z - H V _ Gl ' O LY. - Ca-. Ll W CY. w z c.5 z ' W ;X4 -,.- W1.5X4 W 6 ;a+ W- 17-6-0 2-0-14 a F -19-6-14 Over 2 Supports - R -859 W-3.5' R-727 W-2"(++) :::PLT TYP. Wave TPI -95 RCriteria: TPI S "YARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, RARDIING, SHIPPING. INSTALLING AND I BRACING. AEFER TO KID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BT TPI (TRUSS PLATE G) _ IN571TtlTI, 603 D'OMOFRIO DR.. SUITE 200. MADISON. YI S3719). FOR SAFETY PRACTICES PRIOR TO CTf PERFORMING TRESE FUNCTIONS. INLISS OTHERWISE lRDItATED. TOP CHONG SHALL HAVE PROPERLY ATTACNID CT STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 0I610 CEILING. �.... •"IMPORTANT'" FURNISM A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PIWUCTS. INC. SHALL ROT BE RESPONSIBLE FOR ANT DETIArION FROM TNIS DESIGN: ANY FAILURE TO `'' BUILD TH TPI; CA FAIR A L P I N NG AID E BRACING"OfT1I NSSL3RUSSES �N �TMIS"OISIGN ANCE (CONFORMS WITH APPLICABLE PROTLSIONSSKIPPING. (NATIONAL.OESIGN ^' SPECIfICAT1 ON PUBLISHED BY THE AMERICAN FOREST AID PAPER A330CIA710M) AND TPI. ALPINE C]G CONNECTORS ARE MADE OF IOW ASTM AGS3 G%40 QALY. STEEL. (RCEPT AS NOTED. APPLY CONNECTORS TO p•„ EACH FACE Of TRY SS, AND UNLESS OTNEIVISE LOCATED OM THIS O[SIGN. POSITION CONNECTORS PER DRAWINGS ISO A.Z. THE SEAL ON THIS ORAYINO INOICAi[S ACCEPTARCE OF PROFESSIONAL ERGIHEEN IN6 nE F� IISPONSIB IL Olt SOLELY FOR TILE TRUSS COHPONERT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS $BQ70»mE4 (,� 9562 CONPOIEYT FON AIT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ..!.D NSI /IPt 1.19IS SECTION I. 5• -12 -0-0 ArrrE COON V VE ' 18.204 CA/ -/11_7_"-- F OfESS►p, TC LL 16.0 PSF 4 TC DL 15.0 PSF '99 .e 043845 BC DL 7.0 PSF BC LL 0.0 PSF 63wx * TOT.LD. 38.0 PSF cl j OUR.FAC. 1.25 SPACING 24.0' Scale-.25'/Ft. REF R427--39716 DATE 04/13/99 DR W CAUSR427 99103023 CA -ENG AEB/CWC. SEON - 121085 FROM E.D - (QLAANG-JIM BLACK / ANGEL - T-6 TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard SCISS [8'SB N 1-1 m PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00" OC. rIN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO c' BRACE ALL FLAT TC @ 24.00' OC. o v ca 0 .a r� ' A W F1 i W W z z W4X4m W5XB (R) 1% THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W7 VA z ' 8807712 9837112 NALDING ®El'�i�l' TINIEN I 17-3-8 Over 2 Supports R-773 W-3.5" R-640 N-3.5" fI PROVw PLT TVP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 CA - 1 - - F Scale —.375"/Ft. CV—WARN ING"� TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AY0 i tDUCT1IN REFER TO HIO -91 (BANKING INSTALLI16 AND BRACING), PSNLISHED BY TPI (INNIS PLATE TC LL ' 16.0 PSF REF R427--39717 INSTITUT{, SBS D'OYOfR10 OR .. SUITE 100, MADISON, YI 59719). FOR SAFETY PRACTICES PRION TO 'ry-� C 7 PEAFDIMIRO TMfSE FUNCTIOMS. UNLESS OTBERYISE IYOICATED, TOP CND0.0 SMALL HAFE PaOP[ALT ATTACHED T C UL. 1 5 , 0 PSF DATE 04/13/99 STRUCTURAL PANELS. BOTTOM CYORD SHALL HAVE A PROPERLY ATTACHED 2161D C{ILING. �MLW_ ^, --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE (ICIYEEREO '99 ,s BC 'DL 7.0 PSF DRW CAUSR427 99103024 PRODUCTS, INC. SMALL NOT NE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FAILURE TO ^ BOIIO THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING ASD ^, AL r 01-1.0146 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF YDS (NATIONAL DESIGN S 'O BC LL 0.0 PSF CA -ENG A EB /CWC SPECIFICATION PUBLISHED BY.THE AMERICAN FOREST ASD PAPER ASSOCIATION) AND TPI. ALFIRV a CORRECTORS ARE WADE OF ZOGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * * TOT . L D . 3 8.0 PSF SE Q N - 121194 p� EACH FACE OF TEYSS. AND UNLESS OTRERVISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER p��� p�,,,,,��,.�"� .1AWI1G5160 A-1. • THE SEAL 0R TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM EA kD aakam cto,C 9582B°' �' COMPOREMTIFOlt ANYtill LELY PARTICULARETRISS BUILDING 11 THETDESIGN RESPONSIBILITY OF THE BUILO116 DESIGNER. USE FEN THIS 31elYDomlll.CA9582B AYSI/TPI 11995 SECTION Z. SPACING 24.0" (BJAANG-JIM BLACK / ANGEL - T-7 MONO/SCIS TOP CHORD 2x4 DF -L $1 BOT CHORD 2x4 DF -L $1 WEBS 2x4 DF -L Standard N 1-1 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. N IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO ---r BRACE TC 0 24.00' OC & BC 0 72.00° OC. rn 0 R!] H v Icy :o ,a w B� w cx W"LXO (A1) 0 w - z w11� Q 1 z ' THIS DUG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W1.5X4 01 W2.5X4 a • 8-7-12 8-7-12 I E 17-3-8 Over 2 Supports R-771 W-3.5' R-708 W-3.5' a.. PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD CV • IIARMIMB" TRUSSES QUIRE EXTREME CARE IN FABRICATION, HANDL160. 591PP[NG, OSTALLING ARD 0 ACIBG. REFER TO HTS -91 (HANDLING INSTALLING AND BRACING), ►U6LISBEO BY TPI (TRUSS PLATE C7), INSTIT/T[. $53 0.ON0FB10 DR.. SUITE 200. MADISON. MI 57719). F 0 SAFETY PRACTICES PRIOR TO p7 PERFORNIBG THESE FUNCTIONS. "LESS OTHERWISC INDICATED, TOP CHORD WALL HAVE PROPERLY ATTACHED Q7 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ---. - *IMPORTANT-- FURNISH A COPY 0► THIS OESIOR TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ART DEWTATIO31 FROM THIS DESIGN; ANY FAILURE TO C"7 BUILD THE TRUSSES IN CONFORMANCE PITH TPI: OA FABRICATING, NAlBIILO• SHIPPING. INSTALLING ANO ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NDS (HATIONAL'DESIB9 SPECFICATION PUBLISHED BY TN( AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE fY. CONNECTORS ARE MADE Of ROCA ASTM A653 CR60 GALV. STEEL, EICEPT AS ACTED. APPLY CORRECTORS TO R-. - EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATID 01 TNI$ DESIGN, POSITION CONNECTOR$ PER Q 6w��J DSAWINGS 160 A•2. THE SEAL OR THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENBINEERIIG Alpine an �� � RESPONS1BIl ITT SOLELY FOR THE TRUSS CONP09ENT OISIGN SHOWN. THE SUITABILITY AND USE OF THIS S9amtlepECL CA 95828 • COMPONENT FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER MSI/TPI 1.1995 SECTION 2. 8-11-15 0-0 .8.2c4 E�S/n,,_ Nei ,99 A W+ 6&M JUTTE COUNTY P9 Eld CA - 1 - - - F Scale —.25' Ft. ' TC.LL 16.0 PSF REF R427--39718 TC DL 15.0 PSF DATE 04/13/99 BC DL 7.0 PSF DRW CAUSR427 99103025 BC LL 0.0 PSF CA -ENG AEB/CWC - TOT.LD. •38.0 PSF. SEAN - 121319 DUR.FAC. 1.25 FROM E.0 SPACING 24.0" (IILAANG-JIM BLACK / ANGEL - T-8 TSC/GIRD [1 -PL TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L SS :133. 84 2x8 OF -L SS: c—WEBS2X4 DF -L Standard :W7 2x6 OF -L 42: :W8, W10, W11 2X4 DF -L #1: 0 cam: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (ADDITIONAL LOADS c-->, ------(LUMBER DUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) `-r BC - From 360 PLF at 18.00 to 360 PLF at 38.00 rn z A SPECIES&GRADE CMEMBER. OR BETTER. ATTACH ONE TO EACH FACE N/10d NAILS @ 6" OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE BC ® 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2 W3X6o 6 r v W2.5X4se, A C=) W2.5X4 o !z. A 9=4 3.5 W5X8 (R) Ip w z W1.5X4II W2 W3X4(Al) o z w w z THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BEARING BLOCKS: NAIL TYPE: 0.131X3.0_g_nalls BRG X -LOC #BLOCKS LENGTH/BLK JNAILS/BLK 1 17.000' 1 15" 22 2 37.708' 1 12' 9 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING B139. BEARING BLOCK TO BE SAME SPECIES. SIZE & GRADE AS CHORD. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. RECOMMENDED CONNECTION FOR 19-7-0 TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" O.C.: SIMPSON LUS28. SEE SIMPSON CATALOG C-98. W5X6 HS616 = W10X10 (R) III W6X12 (R) III W8X8 es HS514 m �6- ,�, �aaE 17-1-12 ' d 19-0-0 I I 8-7-12 — 1 8-4-4 38-0-0 Over 3 Support AR -333 W-3.5" R-5706 W-3.5" w 7" PLT TYP. H1 h Stren th Wave TPI -95 Desi n Criteria: TPI STD 1 iCV YAR41116— TRUSSES ACQUIRE EXTREME CARE IN FABRICATION. HANDLING. SXIPP]S0. INSTALL LAG AND BRACING. REFER TO 810.91 (HANDLING INSTALLING ARD BRACING). PUBLISHED By TPI (TRUSS PLATE CT INSTITUTE. NO3 O'OMOFa10 DR.. SNITI EDO. MADISON. YI S3719). FOR SAFETY PRACTICES PRIOR TO ' PERFORMING TV [SI FUNCTIONS. UNLESS OTMIRYISE INDICATED, TOP CHORD SNAIL HAVE PROPERLY ATTACKED 01 STRUCTURAL PANELS. BOTTOM CHORD SHALL NAPE A PROPERLY ATTACHED RIGID CEILING. A •'IMPORTANT— FURBISH A COPT Of THIS DESIGN TO THI INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RISPOSS18LE FOR ANY DEVIATION FROM THIS DESIGN: ART FAILURE TO `'' ALPINE BT TME nUSSES IN CONFORMANCE PITY TPI; OR FABRICATING. HANDLING. $RIPPING. INSTALLING AND �. 8RACINO OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of YDS (NATIONAL DESIGN SPECTFICATIOR P08LISNEU BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q+; CONNECTORS ARI MADE OF 2OrA ASTM A6S3 0140 QALY. STEEL. INCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS 07HERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �•�T,, DAAY[N6S 100 A•I. THE $CAL OR TN IS OR AY[NG INDICATES ACCEPTANCE 0/ PROFESSIONAL ENGINEERIAG "'N• HO RESPONSIR ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS $Ng1brZNp� `CA 82 COMPONI FOR ANY PARTICULAR BUILDIMO IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER MSIRPI 1.1995 SECTION I. (8 (A3) E3 W3XB (A3) E3 *8-0-0 4UTM co w't ROLDING DEP, Ay -u -u 21-0-0 .2c4 CA - 1 - - - F E TC LL 16.0 PSF N TC DL 15.0 PSF 99 BC DL 7.0 PSF bC13M5 '° 8C LL 0.0 PSF TOT.LD. 38.0 PSF OUR.FAC. 1.25 SPACING 24.0* ��-JROVED R-4225 W-3.5' Scale -.1875"/Ft. REF R427--39719 DATE 04/13/99 O R W CAUSR427 99103037 CA -ENG AEB/CWC SEON - 121884 FROM E.D :W -RANG -JIM BLACK / ANGEL - T-9 TSC; TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 :81 2x4 DF -L #18Bet.: WEBS 2x4 OF -L Standard :W3 2x4 DF -L #1: tv PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. -8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.16• DUE TO LIVE LOAD AND 0.23" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, (IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BRACE TC @ 24.00" OC 8 BC m 72.00" OC. C-11 cel 10 PSF BC LIVE LOAD PER UBC. rn 0 W5X6ia W2.5X4S3 W4X66 WH6 o W7X6(R) 6 r W2.5X4 m H W3 (A) (A) v ,ca •o - P>� BiHS616 3.5 3.5 A- J w W1.5X4 U W5X6s W5X6a Fw W3X10(Al) a z W5X8E3 z W2.5X4 m 3X6 -T 6 W2. 5X4 e W2.5X4m; W3X6m W1, 5X419 4..8-0-0 W3X8(B1) E3 UTT-E COUWI z 19-0-0 19-0-0 8-7-12 8-4-4 21 -0-0 DEPAPIT Ee` I R-1546 W-3.5" 38-0-0 Over_2 Supports R-1441 W-3.5" A 8 �� v ca. PLT TVP. H1 h Stren th,Wave TPI -95 R Desi n Criteria: TPI STD 18 CV •'NARNINo- TQNSSES REDUIRE EITREHE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HII.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1 INSTITUTE- $33 O'OROFRIO OR.. SUITE E00, MADISON, NI W19). FOA SAFETY PRACTICES PRIOR TO CTPERFORNIIG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED 7 STRUCTURAL PANELS, BOTTOM CHORD SHALL HATE A PROPERLY ATTACHIO RIGID CEILING. IMPORTANT''" FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENSINERED PRODUCTS, INC. SHALL 107 OE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; ANY FAILIRE TD `'' ALPINE BUILD THE TRUSSES IR CONFORMANCE WITH 7P1; OR FABRICATING, HANDLING, SHIPPING, 1137ALLING AND BRACING OF TAOSSES. THIS DESIGN CONFORMS (ITN APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECFICAT101 POBLISHED BY TBE AMERICAN FOREST AND PAPER ASSOCIATION) AND TF1. ALPINE d m- CONNECTORS ARE MADE OF ROLA ASTM A653 GR40 GALT. STIEL, EICEPT AS NOTED. APPLY CONNECTORS TO LL. EACH FACE OF TRUSS, AND OILESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-E. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROPESSIONAI ENGINEERING i'hlpimp,,,,y,�., RESPONSIBILITY SOLELY FOR THE ROSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS BR�q 9" fes"`' COMPONENT FOR Ali PART(CUIq BNIIDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 111 AN SIF nI I•199S SECTION z. P .LC4 • CA - 1 - - F TEss/�' TC LL 16.0 PSF W. p TC DL 15.0 PSF 199 BC DL 7.0 PSF NC43845 r- 8C LL 0.0 PSF L mom * TOT.LD. 38.0 PSF OUR.FAC. 1.25 SPACING 24:0" Scale =.1875" Ft. REF R427--39720 DATE 04/13/99 DR W CAUSR427 99103026 CA -ENG AEB/CWC SEON - 121849 FROM E.D -JIM BLACK / ANGEL - T-10 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N 'PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3, �j10 PSF BC LIVE LOAD PER UBC. C11 -2 N d' Q7 O W2.5X4 -0 W3X6o W1.5X4 % 6 T- R/] H V .a . :Q O a 'W W2 5X4 W5X6 s Ix ;2 WG.9A•fkK) N w W3X8(B1) z W3X6= nvvr vvT:KKAMW JUrrl)K(5 Z.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC A BC ® 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. NZ. hX4 (H) IP W2.5X4 S WU6a ,6 W2.5X4 es W3XB(B1) m +8-0-0 1I c� z �c a� F� z JU i 6�-y E COLIC�gtl ^p 19-0-0 I 19-0-0 - I 1 38-0-0 Over 2 Supports RUILDING DEPART 'EN- R -1543 W-3.5"' R-1543 W13.5" d: PLT TYP. Wave TPI -95\R Design Criteria: TPI STD 18.2c4 CA - 1 - - - F Scale —.1875'/Ft. N ••YARNING•• TRUSSES RE00111 EXTREME CARE IN fABRiCAT10N, MANGLING, SNIPPING, INSTALLING AND NRACIN6. REFER TO HIB•91 (HANDLING INSTALLING AND OXACING), PUBLISHED IT TPI (TRUSS PLATE Es4M TC LL 16.0 PSF REF R427--39721 INSTITUTE. SO] D'ON0f6T0 DR SPIT( 2pD, NADiSOt, YI 53119), FOR SAFETY PRACTICES PRIOR TO W17 CT fENFORMING THESE F ACTIONS. UNLESS OTNEAWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED TC D L 15.0 PSF DATE 04/13/99 [T STRUCTURAL PANEl3, BUTTON CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. ^, `"IMPORTANT-' FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTAACTOA. ALPINE ENGINEERED 9 �0,e BC DL 7.0 PSF DRW CAUSR427 99103027 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE VITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of ROS (NATIONAL DESIGN 5 BC LL 0.0 PSF CA -ENG AEB /CWC IFECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AAO TPI. ALPINE rx CONEECTORS ARE MADE Of 206A ASTM A6S3 CA40 GALV. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO * TOT - LD. 38.0 PSF SEAN - 121513 EACH FAC[ OP TRUSS. AND NILES$ OTNERYISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWIRGS 160 A•2. THE SEAL ON THIS PRAYING INDICAIES ACCEPTAXCE OF PROFESSIONAL ENGINEERIAG DUR,FAC. 1.25 FROM E.D CONI IIBTIFORYANVLPAi71CULARELY FOR IBUILDIH6 IS THEUSS TR[S►OHSIBILItT OF THE BUILDIY6DESIGN SHONA. THE IOES16NETY AND pSEPEfi THIS M tA9S�8 AYSI01 1 1•l9OS STCTIOH 2. Y SPACING 24.0" (MLAANG-JIM BLACK / ANGEL - T-11 COF TOP CHORD 2x4 OF -L #1 BOT .CHORD 2x4 OF -L #1 WEB 0 THIS DUG PREPARED FROM COMPUTER INPUT (LOADS A DIMFNSIONS1 SuawITTT:n Rv TOUCC urn ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. r S 2x4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. . N M PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC OI 24.00. OC 6 BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOA I D. 30 PSF BC LIVE LOAD PER UBC. cn - N b' X77 C73-Iz. d' PLT TYP. Nave TPI -95 R Design Criteria: O N I TPI STD •*WARNING•• TRUSSES REQUIRE EXTREME CME it FABRICATION, HANDLING, INC,SNIPPINSTAlllN6 AND BNACING. REFER TO WIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED 18.2c4 CA/ -/I/ -/-/-/F Scale -.1875-/Ft. W5X6 BY TPI (TRUSS PLATE IHSiI LUTE. 687 O'ORDfR10 OR., SOlif t00. MADISON. YI S5T19), FOR SAFE TT PRACTICES PRIOR TO PERFORMING THESE FRICTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED (� wPEF W2.5X4 o CS) .STRUCTURAL PANELS, BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT'* FURBISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODRCTS, INC. SNAIL HOT BE RESPONSIBLE FOR AYY DEVIATION FROM THIS DESIGN:- ANY FAILURE TO BUILD -c ,99 W3X62 �-... ALPINE THE TRUSSES IN CONFORMANCE PITH TPI: OR FABRICATING, HANDLING, SHIPPING, TISTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF NDS (RATIONAL,DESI" SPECIFICATION w W5X6� a , PUBLISHED BY THE AMERICAN FONIST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AXE "ADE OF tDGA ASTN A6S7 CHAD CALF. 6 1— &&ccm +�� `�'6�.�q+ �fOq CA 95828 STEEL, EXCEPT AS NOTED. APPLY CONN CIO" TO EACH FACE OF TRUSS, AID UNLESS OTHERRISE LOCATED OR THIS DESIGN. POSITION CORNICTORS PE! DRAYI NGS 160 A•t. IME SEAL ON THIS OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE ERIMG RESPOISIB(LITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE 0/ THIS COMIONERT F-01 ANY PARTICULAR BUILDING IS TNI RESPONSIBILITY OF TBE BUILDING DESIGNER, PEK ANSI/TPI 3.1!93 SECTION :. �Ay\� vno- W3X62 (Aj A ( ) v W3X8� A O C-4 O-. 6 6 a_ w a w `-=' W6X8� W3X8(B1) a W5X12s W3X8a z W5X6 a W6X6 a c 'a z w z W2. 5X4 s W3X6� � 6 W 2 . 5 X 4 W2.5X4aw W3X6E, W1.5X4 IN W3X8(B1) m _4E0 _ p- 19-0-0 19-0-0 JU�E COON � d2-3-8 12-0- 5-0-0 2-0-0 26-8-8 R-1543 N-3.5" 38-0-0 Over 2 Supports f-WILDiNG DEPART R-1543 N-3.5- +8-0-0 EW AppmuVE C73-Iz. d' PLT TYP. Nave TPI -95 R Design Criteria: N I TPI STD •*WARNING•• TRUSSES REQUIRE EXTREME CME it FABRICATION, HANDLING, INC,SNIPPINSTAlllN6 AND BNACING. REFER TO WIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED 18.2c4 CA/ -/I/ -/-/-/F Scale -.1875-/Ft. [T CS) BY TPI (TRUSS PLATE IHSiI LUTE. 687 O'ORDfR10 OR., SOlif t00. MADISON. YI S5T19), FOR SAFE TT PRACTICES PRIOR TO PERFORMING THESE FRICTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED (� wPEF TC L L 1 6.0 PSF REF R427--39722 _ CS) .STRUCTURAL PANELS, BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT'* FURBISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODRCTS, INC. SNAIL HOT BE RESPONSIBLE FOR AYY DEVIATION FROM THIS DESIGN:- ANY FAILURE TO BUILD -c ,99 TC DL 15.0 PSF DATE 04/13/99 BC DL 7.O PSF ' DRN �-... ALPINE THE TRUSSES IN CONFORMANCE PITH TPI: OR FABRICATING, HANDLING, SHIPPING, TISTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF NDS (RATIONAL,DESI" SPECIFICATION w CAUSR927 99103028 8C a , PUBLISHED BY THE AMERICAN FONIST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AXE "ADE OF tDGA ASTN A6S7 CHAD CALF. LL 0.0 PSF CA -ENG AEB/CWC &&ccm +�� `�'6�.�q+ �fOq CA 95828 STEEL, EXCEPT AS NOTED. APPLY CONN CIO" TO EACH FACE OF TRUSS, AID UNLESS OTHERRISE LOCATED OR THIS DESIGN. POSITION CORNICTORS PE! DRAYI NGS 160 A•t. IME SEAL ON THIS OKAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE ERIMG RESPOISIB(LITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE 0/ THIS COMIONERT F-01 ANY PARTICULAR BUILDING IS TNI RESPONSIBILITY OF TBE BUILDING DESIGNER, PEK ANSI/TPI 3.1!93 SECTION :. �Ay\� vno- TOT. LD. 38.0 PSF SEQN - 121532 DUR. FAC. 1.25 FROM E.0 SPACING 24.OH EW -JIM BLACK / ANGEL - T-12 STEP THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 6 BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2.5X4 -,v W3X6s+ \6 W4X4(R) 4, W2.5X4 W4X4s 1 2- W4X6= W2.5X4 s W1.5X4 m W2.5X4(A1) H 0 25-10-4 a" 13-0-0 15-8-8 19-0-0 10-0-0 6-3-8 (� 1' 32-0-0 Over 3 Supports R-966 N-3.5' R-1277 W-3ti88 W-3.5' • CHORD 2x4 DF -L f1 (TOP BOT CHORD 2x4 DF -L #1 C� WEBS 2X4 DF -L Standard 'r PLT TVP, Wave TPI -95\11 Desi n Criteria: TPI STD :Lt Slider 2x4 DF -L Standard: BLOCK LENGTH - 1.500- -4. 18.2c4 I CT BY TF1 (TRUSS PLATE INSTITITE. SGS 0.010FRID OR., SU IEE 100, MADISON. NI 531!9), FOR SAFETY PRACTICES PRIOR TO PEIFOIMINGTHESE FUICTIOIS. UNLESS OTHINVISI IRDICATED. TOP CROAD SMALL PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C_3 10 PSF BC LIVE LOAD PER UBC. CSO -y N INSTALLATION 11T ACTOR. ALPIR! ENGINEERED PRODUCTS, [RC. SHALL ROT OE RESPONSIBLE FOR ARV DEI( ATION FROM .99 C77 THIS DESI6M; MT fAIIOR! TO A L P I M E BUILD THE TRUSSES IR COSFORNANCE WITH TPI; OR FAORICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. ISIS DESIGN CONFOMS C4W5 C= W1TN APPLICABLE PROVISIONS OF BUS (NATIONAL OESi6R SPECIFICAT- BY AMERICAN AND A " R' � CONNECTORS(ON AREPUMADESHED Of 200ATHE ASTH A653 6240HEST GAIT. STEEL .�ENCEPTIASI OTfD.D TPI. APPL TALPINE COIIECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEI WUSS 160 A•L. TtlE SEAL ON IX1S DRAWING IIDSCAT[S ACCEPTANCE Of PROFESS AL fIG1IEE0.1YG ES P 31, � P��ES'�- ONENTXESPO:SIOJ►ORTAITLfMTJCULA0.ELY FOR IGOIlDINGTRUSS OIS OTM[TRESPORSIB ILDESIGN ONITT OF iNE RUIlDIM6SUITABILITY B+aamml0.(:A9S82>) 1 1-10/SSECTION Z. 0ES1GIIE�SEP`� THIS �AfTP W6X6 (R) M W1.5X4 III W lo- 2.5X4 6 W3X4vo (A) cry • 0-1:0-3 o W10X10E4 ()s -- 130. Vz 04 C3- W1.5X4 m W5X8s W3X8- C=1 W1.5X4 GI w w z C__13 - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 6 BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2.5X4 -,v W3X6s+ \6 W4X4(R) 4, W2.5X4 W4X4s 1 2- W4X6= W2.5X4 s W1.5X4 m W2.5X4(A1) H 0 25-10-4 a" 13-0-0 15-8-8 19-0-0 10-0-0 6-3-8 (� 1' 32-0-0 Over 3 Supports R-966 N-3.5' R-1277 W-3ti88 W-3.5' • � . Qw C� 'r PLT TVP, Wave TPI -95\11 Desi n Criteria: TPI STD N ••HARMING•• TRUSSES REQUIRE [[THEME CARE II FABAICATION, HANOLI/G. SHIPPING, INSTALLING AID BAACIAG. REFER TO M13.01 (HANDLING INSTALLERS AND BRACING), PUBLISHED 18.2c4 I CT BY TF1 (TRUSS PLATE INSTITITE. SGS 0.010FRID OR., SU IEE 100, MADISON. NI 531!9), FOR SAFETY PRACTICES PRIOR TO PEIFOIMINGTHESE FUICTIOIS. UNLESS OTHINVISI IRDICATED. TOP CROAD SMALL E4411w C77 �7.'IMPORTANT`• HAVE PROPERLY ATTACHED STRUCTIRAL PMELS, BOTTOM CNDRO SHALL HAVE A PROPERLY ATTACHED R16ID CEILING. FUAR ISI A COPT OF THIS DESIGN TO THE CSO -y INSTALLATION 11T ACTOR. ALPIR! ENGINEERED PRODUCTS, [RC. SHALL ROT OE RESPONSIBLE FOR ARV DEI( ATION FROM .99 `'' THIS DESI6M; MT fAIIOR! TO A L P I M E BUILD THE TRUSSES IR COSFORNANCE WITH TPI; OR FAORICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. ISIS DESIGN CONFOMS C4W5 .--. W1TN APPLICABLE PROVISIONS OF BUS (NATIONAL OESi6R SPECIFICAT- BY AMERICAN AND A " R' � CONNECTORS(ON AREPUMADESHED Of 200ATHE ASTH A653 6240HEST GAIT. STEEL .�ENCEPTIASI OTfD.D TPI. APPL TALPINE COIIECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEI WUSS 160 A•L. TtlE SEAL ON IX1S DRAWING IIDSCAT[S ACCEPTANCE Of PROFESS AL fIG1IEE0.1YG ES P 31, � P��ES'�- ONENTXESPO:SIOJ►ORTAITLfMTJCULA0.ELY FOR IGOIlDINGTRUSS OIS OTM[TRESPORSIB ILDESIGN ONITT OF iNE RUIlDIM6SUITABILITY B+aamml0.(:A9S82>) 1 1-10/SSECTION Z. 0ES1GIIE�SEP`� THIS �AfTP C -.10-6-0' +8-0-0 GILDING ®EPAR EN' CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 15.0 PSF BC UL 7.0 PSF BC LL 0.0 PSF TOT.LD. 38.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale .1875°/Ft. REF R427--39723 DATE 04/13/99 D R W CAUSR427 99103029 CA -ENG AEB/CNC SEON - 121800 FROM E.D -JIM RI Arr / AYILCL - r_„ cyEn TOP CHORD 2X4 DF -L #1 BOT'CHORD 2x4 DF -L #1 cz- WEBS 2x4 DF -L Standard :W4 2x4 OF -L #1: N Itl PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. cs N . -d' Q) O W3X6 -0 W5X4(R) HS616 a 6 M— W4X4G cn W4 H - v 'A a 2-6-0 w W3X8ja W1.5X4 M W3X6 (Al) as - c.5 z W1.5X4 e HHe3 (A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) SCAB BRACE. 80x LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS 0 6. OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & BC ® 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W5X12a W1.5X410 W3X10= .� \3 W2.5X4 s W3X6,%p 6 wax6� W2.5X4 s W3X10a 1-2-0 - W4X11 W2. 5X4 � W2.5X4 m W3X6(A1) a +8-0-0 C-3 u6_ • , � w 31-10-4— 1 J6,7 9 i C N 1 �1 z 19-0-0 19-0-0 L 10-0-0 15-8-8 6-3-8�.iLLi9t"a ®���V IR 38-0-0 Over 3 Supports I R-1273 N-3.5' R-1725 W-3.5' a R-88 W-3 0 If? PLT TYP. High StrenM jge I -95R Design Criteria: TPI(STD 18.2c4 CA/ -/I/ -/-/-IF Scale - 1875" Ft N TP CDD a - ALPINE �� '•"""`^�f-�' • CA 9392 YARNING TNOSSfS REORIRE EXTREME CME IN FABRICATION. HANDLING. SHIPPING, INSTALLINO AND BRACING, REFER TO RIO -91 INANDLING INSTALLIBO AHD BRACING), PUBLISHED BT TPI (TRUSS PLATE INSTITOTf. SNI 0.ONOFRI. OR., SUITE 200. MADISON, VI S371I), FON SAFETY PRACTICES PRIOR TO ►ERFONMIN6 TBE SE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACNEO STIICTURAL PANELS, BOTTOM CHORD SHALL RATE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTAMT--- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EMGINEEAEO •PRODUCTS. IRC. SHALL HOT BE RESPONSIBLE FOR ART DEYIATIOR FROM THIS DESIGN; ANY FAILURE TO GUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND+rJ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF YDS (NATIONAL DESIGN SPECIFtCAT/0N PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T/1. ALPINE CONNECTORS ARE MAUI OF EOGA ASTM A6S3 GRAD GALY. STEEL. EXCEPT As NOTED. APPLY CONNECTORS TO LAI FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON TRIS DESIGN, POSITION CONNECTORS PER DRH10111� WINGS 160 A- . THE SIAL ON TILS DRAWING N6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPONENTIFORTARILPARTICUlA0.ILY FOR EBUILDING IG TOE TRUSS TRESPONSIBILITY OF THE BtlIlD110DESIGN SHOVE. THE 10[SIGRERTY AND SEPE� THIS 10 1.11.1 1•IGIS SECT IDI E. E '99 ,e * * �M E, rl TC LL 16.0 PSF TC D L 1 5.0 PSF BC DL 7.0 PSF BC L L 0.0 PSF TOT. LO. 38.0 PSF REF R427--39724 - DATE 04/13/99 DRN CAUSR427 9910]030 CA -ENG A E B / CWC SEON - 121780 OUR. FAC. 1.25 FROM E . D SPACING 24.0" BLAANG-JIM BLACK / ANGEL - T-14 COMN R-IB@6'0112" ITOP CHORD 2x4 DF -L #1 BOT, CHORD 2x4 OF -L #1 4� WEBS 2x4 DF -L Standard N CD '-' PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC & BC 0 72.00" OC, "'I DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD'PER UBC. c --a - CV -.r CT C=; W5X6ma W2.5X4 0 W, W3X6� W1.5X4 S 6 r C.3 , H U ' Q O L� a W2. 5X4 c W2.5X4(R) a W2.5X4(R) W W W3X8(B1) z W3X6!a z' W4X48 W2.5X4 it W3X8(B1) is \,A +8-0-0 C=3 31-10-4— ;� 0 Iu 9 C E 't OUN V L 19-0-0 - I 19-0-0 138-0-0 Over '3 Supports R— R-1281 W=3.5' R-1678 W-3.5" 128 W-3.5" /z. PLT HP. Wave TPI -95 R Design Criteria: TPI S1 C'V •'WMBIRG•• TRUSSES REQUIRE EXTREME CME IN FABRICATION, HANDLING, SNIPPING, INSTALLIIG AND i BRACING. REFER TO 810.91 (HANDLING INSTALLIUG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTlTUV(, 683 VO OFR10 DR., SUIT( 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIM TO QI PEAFORNING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL RATE PRO►[RLT ATTACHED Q) C7) STRUCTURAL PANELS, BOTTOM CHORD SMALL RATE A PROPERLT ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPT OF THIS DESIGN TO THE TNSTALLATIOR CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT IT RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO `-i ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACII8 Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGII ^' SPECIFICATION PUBLISHED OT THE AMERICAN FOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE a. CONNECTORS ARE MADE OF LOGA ASTIR A6S3 CR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO P� EACH FACE OF TRUSS, MO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DIAWIYBf 100 A"- TRE SEAL 01 THIS DNAWINO INDICATES ACCEPTANCE OF PROFESSIONAL INGINEERIRG �m- cap g(neaedPToduDts,Iac RESPMS181lITY_SOIfLY FOR THE TRUSS COMPONf4T DESIGN SHOWN. TIE SUITABILITY AND USE OF THIS .9eeLE»mt0' CA 9SB28 COM LOT FOR ANI PARTICULAR But LOINS IS TME RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIFTPI 1.1195 SECTION 2. 18 FNa 043815 1* m CA/ -/1/-/-/-/F TC LL 16.0 PSF TC OL 15.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 38.0 PSF DUR.FAC. 1.25 . SPACING 24.0" Scale—.18750/Ft. REF R427--39725 DATE 04/13/99 DR W CAUSR427 99103031 CA -ENG AEB/CWC SEON - 121541 FROM E.D RLAANG-JIM BLACK / ANGEL - T-15 HIP 'SB] R-5'CANT W -HVAC LOADS ITOP CHORD 2x4 DF -L 41 BOT CHORD 2x4 DF -L 41 WEBS 2x4 DF -L Standard r PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (TRUSS SUPPORTS 2404 MECH UNIT: SUPPORTED BY TC AT ANY LOCATION; UNIT WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. Com-) � IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO rn BRACE TC @ 24.00' OC 8 BC @ 72.00' OC. C= * THIS AREA OF FLAT TOP CHORD TO BE BRACED AT 24' O.C. W1.5X4M W2.5X4 0 1 1 W2.5X4 2 W2.5X4 0 W3X66 6 r EE_ W1.5X4 4> V Ci O a ts. a W2.5X4o 0X8m Trs W3X8 (B1) WbX6 E3 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED SY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 1.5X4 IU W2.5X4 �% WJXB- ��5 6 W3X6� W 6 X 4 (R) W3X6 (R) IB W3X6 (Al) G7 W2. 5X4 m +B-0-0 z w � �-5-0-0—�Z-0- JUTFE Ci`>tfUNI f 18-0-0 2 ° ° 18-0-0 ®f p G PFF T Rk 38-0-0 Over 2 Supports I R-1370 H-3.5" R-1851 W-3.5" rz. . PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 CA - 1 - - F Scale — 1875"'Ft N Q) Qa [71 L]4 F1. • ALPINE ""•'a+�+�,CA 95B%S WARNI MG •" TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, MANGLING, SNIPPING, INS TALL IR6 AND BRACING. REFER TO 011-11 (HANDLING INSTALLING AND BRACING). P/BIISHEO BY TPI (TRUSS PLATE INSTITNTE, $63 0'0101010 DR.. SUITE 200, MDISOH. NI 53711). FOR SAFETY PRACTICES PRIOR TO STRFORNIAGUCTURAL THESE FUNCTIONS. C UNLESS LL HAVE PROPERLYO. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 1I410 CEllJN6. •"IMPORTANT• FURNISH A COPi OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE INGIREERED FRODOCT S. INC. SMALL NOT BE RESPONSIBLE FOR ANT DEVIATION FROM THIS DESIGN; ANY FAILINE TO BRACINGUILO NOFTTRUSSES. USSES IN CONFORANCE WTH PI; OR THISMDESIGNICOMFOORKS PITS APPLICABLE PROVISIONSSOf NOS6(NATIONALIDESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL►1 NF CORRECTORS ARE MADE OF TOGA ASTM ASST CR40 GALI. STEEL. EXCEPT AS NOTED. APPIi CFIN[CTORS TO EACR FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 1N0 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING COMPOPTSOLELY ETRUSS COMPONENT SUITABILITYDESIGNER.EOF TMIS ENTIfONA1iPARTICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDINGPER A1Sl/117 1.IS SECTION 2.i? c w w. f "VJT'P- 99 ,e ACL 6*20 # * M TCTC LL 16.0 PSF TC DL _ 15.0 PSF BC 'DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 38.0 PSF REF R427--39726 DATE 04/13/99 DRW CAUSR427 99103038 CA -ERG AEB / CWC SEQN - 121634 DUR,FAC. 1.25 FROM E.D SPACING 24.0' (4AANG-JIM BLACK / ANGEL - T -15A HIP [16' TOP CHORD 2x4 DF -L #1 BOT CHORD 20 DF -L #1 R-3'CANT W -HVAC LOADS) .! WEBS 2x4 DF -L Standard N Cf '-" PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TRUSS SUPPORTS 24D$ MEC' UNIT: SUPPORTED BY TC AT ANY LOCATION: UNIT WIDTH 02-04-00: SUPPORTED BY 3 TRUSSES. C-3 -rIN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO rn BRACE TC 0 24.00" OC 8 BC @ 72.00. OC. 0 " THIS AREA OF FLAT TOP CHORD TO BE BRACED AT 24" O.C. W1.5X4 M W2.5X4,0 W1.5X4 al W1.5X4 BI W2. 5X4 o <,P W3X6 6 W1.5X41 a Y3.. 9=1 W2.5X4 c 0X8 Fw W3X8(B1) s z z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS NFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 E W2.5X4 a .5X4 ��z 6L� WU44� W1.5X4 M W3X6 (R) A W3X6 (A1) im +8-0-0 n - L_ 16-0-0 I 6-0-0 I 16-0-0 I 11, 38-0-0 Over 2 Supports ( '-k Il LNG D EPARTf R-1470 W-3.5° R-1150 W-3.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 CA - 1 - F Scale -.1875' Ft. N I CT c" CT a _ ALPINE _ ' piDe � ��' '' 90CF&D ala'CA 95828 --NARNING-- TRUSSES REOIIRE ERTREME CME 11 FABRICATION, HANDLING. SNIPPING, INSTALLING AND 01ACIIG. REFER TO 618.91 (HANDLING INSTALLING AND BRACING(, PUBLISHED BY TPI (TRUSS PLATE I/STI TOT,. 583 O'O/oTR1D DR.. SUITE 100. MADISON, NI 53119), FOR SAFETY. PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTIERIISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIR UCTOUL PANELS. BOTTOM CHORD SHALL NAIL A PROPERLY ATTACHED RIGID CEILING. ',IMPORTANT-- FURNISI A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGISECIED PRODUCTS, INC. SMALL 407 BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ART FAILURE TO BRACINGBUILD eOFTRUSSES TRO55C5jR COTBISMANCE DESIGRWITH CO1f0RN3 WITH APPLICABLE PROFISIONSSHIPPING. (NATIONALIKG AND OE3JGR SPECIFICATION PUBLI3RED BY THI AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP "I CORRECTORS ME MME Of YOGA ASTIR A6S3 CRMO CALL. STEEL, INCEPT AS NOTED. WIT CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS 013101. POSITION CONNECTORS FER ORAWINGS 160 A•1. ELYTHE SEAL 01 TAUTHIS DRAM INDICATES ACCIPTARCE OF PROFESSIONAL (IMEERI S.IN6LIT COM►GWENT IFOR YARNYPMTICULMEBUILDING IS 013 YEEFORT TRESPONSIBILITY OF THE BUILDING SHOWN. THE (DESIGNER, PTY AND VSF ER THIS MSIJTPI 1.1995 SECTION Z. ELfE' JN p �, W1i �' 5 �o �, * TC LL 16.0 PSF TC DL 15.0 PSF BC' DL 7.0 PSF B C L L 0.0 PSF TOT.LD. ' 38.0 PSF REF 8427--39727 DATE 04/13/99 DRW CAUSR427 991030]9 CA -ENG AEB /CWC SEQN -- 121641 DUR.FAC. 1.25 FROM E.D SPACING 24.0" RLAANG-JIM BLACK / ANGEL - T-158; HIP TOP CHORD 2x4 DF -L #1 :T5 2x4 DF -L #18Bet.: BOT CHORD 2x4 DF -L #1 :82 2x4 DF -L #18Bet.: WEBS 2x4 OF -L Standard :Rt Slider 2x6 DF -L #2: BLOCK LENGTH - 1.833' rn R-1'CANT W -HVAC LOADS ;PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE Fs 7.3.3. (TRUSS SUPPORTS 240$ MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; c-� UNIT WIDTH 02-04-00: SUPPORTED BY 3 TRUSSES. N - R-1647 W-3.5" c -IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO o BRACE TC 0 24.00" OC 8 BC 0 48.00. OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO 18.2c4 BRACE ALL FLAT TC 0 24.00" OC. C\S ••MARNINO•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, MANDLIYG, SMIPP IN6, INSTALLING ARD CA - 1 - - - F Scale —.1875' Ft. I CT W4X42 �E A-_ IFAjY TC LL TC DL 16.0 PSF REF R427--39728 15.0 PSF DATE 04/13/99 W2.5X4 0 ORD LL HAT[ BOTTOM CHORD SRAM NATE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH ACOPr OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, 11C. SHAH YDI BE RESPORSIOIE FOR ANY OEIIATI OA FROM THIS DESIGN; ANY FAILURE TO '99� 8C'DL 7.0 PSF DRW CAUSR421 99103040 `'' NG AND ALPINE BIACTICHOF TRUUSSES1SIS e tOTNTS DESIGNICOt ORNS WITH AAPPLICABLE PROVISIONS TING. HANDLING. SOfPNOSG(NATIONALIDESIGN SPECIFICATION W3X62 BC LL 0.0 PSF CA -ENG A EB / CWC PUBLISHED Of THE AMERICAN FOREST AND PAPER ASSOCIATION) AAD TPI. ALPINE CORNECTOIIS ARE MADE W1 .5X4 14 6 Nz A�LpiaeFA� E� * IT TOT. LD. DUR .FAC . SPACING 38.0 PSF SEAN - 121653 1.25 FROM E . D 24 . D " 0 0 c>~ cA.. w W2.5X4Em W3X8;a w W3X8(B1) m z z w W3X8m THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4� 1- .1, ��/ �) W3X6(C6) g W3X6(Al) = z L� 14-0-7 I 10-3-1 I 13-8-8 -1 I F3. . -0-0-0 JUTTE COUNT N 38-0-0 Over 2 Support - ®EPA�6bi ��►� I R; -1572 R-1572 H-3.5" - R-1647 W-3.5" A f r3 . N 'r' PLT TYP. Wave TPI -95 R Design_ Criteria: TPI STD 18.2c4 C\S ••MARNINO•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, MANDLIYG, SMIPP IN6, INSTALLING ARD CA - 1 - - - F Scale —.1875' Ft. I CT GRACING. REFER TO HIO -91 (HANDLING INSTALLING AID BRACING). PUBLISHED BT TPI (TRUSS PLATE IASTTTUIE. SBS DFUNCTIONOFRIO oR N ESITI E00, SE ISDI. Wr TOUCH. FOR SAF ETF PRACTICES PRIOR TO STAUCTMTAL THESE FUBOTTORS, SS IROICNTEO, TOP CHORD SRAM RAYS PROPERLY ATTACHIO STRUCTONAI PATENS, �E A-_ IFAjY TC LL TC DL 16.0 PSF REF R427--39728 15.0 PSF DATE 04/13/99 CT -"' ORD LL HAT[ BOTTOM CHORD SRAM NATE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FURNISH ACOPr OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, 11C. SHAH YDI BE RESPORSIOIE FOR ANY OEIIATI OA FROM THIS DESIGN; ANY FAILURE TO '99� 8C'DL 7.0 PSF DRW CAUSR421 99103040 `'' NG AND ALPINE BIACTICHOF TRUUSSES1SIS e tOTNTS DESIGNICOt ORNS WITH AAPPLICABLE PROVISIONS TING. HANDLING. SOfPNOSG(NATIONALIDESIGN SPECIFICATION V BC LL 0.0 PSF CA -ENG A EB / CWC PUBLISHED Of THE AMERICAN FOREST AND PAPER ASSOCIATION) AAD TPI. ALPINE CORNECTOIIS ARE MADE sma Nz A�LpiaeFA� OF EOSA ASTM A6S3 GI40 GALT. STEEL, INCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE DF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIOR CONNECTORS PER DRANIINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 0► PROFESSIONAL ENGINEERIIG RESPOISIOILITY SOLELY FOA THE TRUSS COMPONfRT DESIGN SHOWN. . TNC SUITABILITY AND USE OF TM IS $�(p ���8 C0" ENT FOR ANY PARIICULAR BUILDING IS TAE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ARS) /TPI I-1"5 SECTION t. * IT TOT. LD. DUR .FAC . SPACING 38.0 PSF SEAN - 121653 1.25 FROM E . D 24 . D " 4LAANG-JIM BLACK / ANGEL - T-16 HIP/GIRD [12'SB] [2 -PL TOP CHORD 2x4 DF -L #1 :T2 2x6 OF -L SS: ISOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard 'N O C,' ADDITIONAL LOADS ------(LUMBER DUR,FAC.-1.25 I PLATE DUR.FAC.-1.25) IBC - From 250 PLF at 7.00 to 250 PLF at 31.00 BC - 612 LB Conc. Load at 6.00 c•-� BC - 612 LB Conc. Load at 32.00 N d- rn IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO o BRACE TC @ 24.00. OC 6 BC @ 72.00" OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC @ 24.00" OC. RECOMMENDED CONNECTION FOR ALL TRUSSES FRAMING FROM THE BOTTOM CHORD: SIMPSON LUS26. SEE CATALOG C-98 W3X6 0 W4X4e cn 6 r W1.5X4 4`. . La 0 rx - A W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required E—= PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. NAILING SCHEDULE: (0.131113.0—g_nalls) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 9" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING, ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND•L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X4 (R) UI W4X4(R) N W5X8am W3X64kb < 0, w W3X4(A1) w W2.5X4(R) N W5X8m W5X4(R)10 " C--3 12# W5X4 m z W W 17-11-12 ZX419 W3X108 W2.5X4(R) B q12# W4X4 (A1) NEI Wi1 L� 12-0-7 I 14-5-1 1 11-6-8 I 43.. rE 38-0-0 Over 3 Supports I R-1259 W-3.5" R-7240 N-3.5" R-1712 W-3.5" PLT TYP, Al ine,Wave TPI-95IR Desi n Criteria: TPI 5' N •WARMING•• TIUSS[S REQUIRE EXTREME CANE IN, FABNICATIOq, MAIIDL LIG, SRIPPIIB, INSTALLING AID BRACIIG. NF/ER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I INSTITUit, 503 O'OROFRIO OI.. SUITE 100. MADISON, NI 53719), FOR SAFETY PRACIICIS PRIOR To [7) PCRFOR N114 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED Q) STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. �3 •'IMPORTANT••/DRNIIN A COPT OP THIS DESIGN TO TUE INSTALLATION CONTRACTOR. ALPIAE ENGINEERED PIIDOUCTS. INC. SHALL ROT Of RE 3,ONSIBLE FOR ANY DEVIATION FROM THIS Dt SIGN; ANV FAILURE TO ALPINE BUILD THE TRUSSES 11 CONFORMANCE WITH TPI: OR FABIICATINO, HANDLING, SHIPPING. INSTALL119 AND BRACING OF TRUSSES, THIS DESIGI CONFORMS WITR APPLICABLE PROVISIONS OF NDS (NATIONAL DISISR SPECIFICATION FIBLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE per. cOIKECTORS ARE NAOC OF 20GA ASTM A653 GR40 GALV. STCEL. INCEPT AS NOTED. APPLY COARECTONS TO A4 CACH FACE OF TRUSS. AND UNLESS OTHERWISE tDCATED 01 THIS DESIGN, POSIT101 CORRECTORS PER ORANIIGS 160 A-1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p,,,,�,,,,. I(SPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CPAV COMPONt1T FON ANY PARTICULAR BUILDING IS THE RESPORSIBILITf OF THE BUILDING DESIGNER. PER AISIITPI 1-1995 SEC7101 I. 18 '99 016 6w= JUTTE COulyl RUILDING DEPA;4' --r %-A/-/1/-/-/-1r TC LL 16.0 PSF TC DL 15.0 PSF BC'OL 7.0 PSF BC LL 0.0 PSF TOT. LD. 38.0 PSF DUR-FAC. 1.25 SPACING 24.00 Scale—.18750/Ft REF R427--39729 DATE 04/13/99 DR W CAUSR427 99103041 CA -ENG AEB/CWC SEON - 121723 FROM E.0 R r' BLAANG-JIM BLACK / ANGEL - T-17 MONO/HIP [61SB] [1 -PL TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 .WEBS 2x4 DF -L Standard N N 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. c -•►SUPPORT EXTENSIONS EVERY 3,00 FT TO FLAT TC. ATTACH S,N,2x4 LATERAL BRACING TO FLAT TC @ 24.00° OC WITH 2-16d NAILS rn AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CD110. o SUPPORT HIP RAFTER WITH CRIPPLES AT 04-02-15 OC. W2.5X4 -0 Cn U •A O • tx O-. A W a W W Z C.9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. J1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. REACTIONS R & R3 ARE FOR 01 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. Lr13v0e .,. d .7 W I;.1-6 L� 6-0-7 I 5-11-9 w a fE I 12-0-0 Over 2 Supports R-855 W-3.5• R-613 W-2'(++) R3-589 R3-482 3- -4 -0-0 w L' PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2c4 N ••W R 1 07 Q7 CJ1 tx a TTE COUN1 N v Erw& PA _ Ir A R NO TRUSSES REQUIRE ENTREHE CARE IN FABRICATION, NA101116, SHE►PIRG- IASTALL 116 AND .. IRACIRC. REFER TO 110.11 (HANDLINO IISTALLING AND BAACINC), PUBLISHED By Tri (TRUSS PLATE FF TC LL 16.0 PSF REFY' R427J•-39730 IISTI LUTE, SB3 D-ONOFR IO DR., SUITE 200. NADISOR, 11 RSFIP). IDR SAfETT PRACTICES PRIOR 70 ►[RF04N11G.TRESE (UAtTIOAf. UNLESS OTBEIAISE INDICATED, TOP CHORD SHALL HAVE PAOPEILY ATTACHED F TC D L 1 5.0 PSF GATE 04/13/99 STRUCTURAL PANELS. NOTION CHORD SHALL HAT[ A ►ROPEALT ATTACHED RIGID CEILING. G/ .STRUCTURAL INC.►UNNIAC A COPY OF THIS DESIGN TO THE INSTALLATION CONTMCTOR. AL/(NF ENGINEERED 199 ^•p BC DL 7.0 PSF DRW CAUSR427 9910304) PRODUCTS, CSNA(( IDT 0E RESPONSIBLE f0A AMY OEVIATION FIOM THIS DESIGN; ANT FUL04E TO ZALPINE IR J THE TRUSSES 11 CONFORMANCE NITM TPI; OR FAORICATIE6. BARDLING, SHIPPING" INSTALLING AND IRA Or TRUSSES. THIS CESIUM CONFORMS NITM APPLICABLE PRO►ISIONS OF NDS (NATIONAL DESIGN ML C4=5 B C L L 0.0 PSF CA -ENG AE B /CWC SPECIFICATION PUBLISHED 0T THE AHERICAN FOIST AND PAPER ASSOCIATION) AND TPI. ALPINE Nf COIIECTONS All HAD[ 0► 20GA ASTM A65S CRAG GALT. STEEL, EXCEPT AS NOTED. APPLY LPINECTORS TO * ��' * TOT. LD . 38. 0 PSF SEQN - 121413 EACH FACE OF TRUSS. AND UNLESS OTHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PE4 CRAVII6S 160 A -Z. THE SEAL 01 THIS CRAVING INDICATES ACCEPTANCE OF PROIESSIONAL ENGINEERING D UR .FAC . 1.25 FROM E . D pine fU�Ehgi,� ,._,d p�olft h, RESPONSIBILITY SOLELY EOR THE TRUSS CONFOR[AT DESIGN StlOYR. THE SUIIABIl1TY ARO OSE Groats NG Saar .a•.w, CA 959M COMPONENT 104 ANY PARTICULAR BUILDING IS 101 RESPONSIBILITY OF THE BUILDING DESIGNER, PEA MSI/TPI :•EPSs SECTION 2. SPACING 24.0N Ir ,(EILAANG-JIM BLACK / ANGEL - T-18 UP CHORD 2x4 DF -L 41 '0504"SB] [1 -PLY)) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IBOT-CHORD 2x8 DF -L SS ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** CIJ WEBS 2x4 DF -L Standard (A) SCAB BRACE. 801 LENGTH OF WEB MEMBER. SAME SIZE. N SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6' OC. N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. p' ADDITIONAL LOADS 20 PSF BC LIVE LOAD PER UBC. ( --- (LUMBER DUR.FAC.�1.25 I PLATE DUR,FAC.-1.25) cr, BC - From 388 PLF at 0.00 to 388 PLF at 11.29 N - RECOMMENDED CONNECTION FOR 20-6-0 TRUSSES FRAMING TO THE BOTTOM z CHORD @ 24. O.C.: SIMPSON LUS28. SEE SIMPSON CATALOG C-98. N8X8 o W1.5X4 M W5X8o 6 r-- 5- -14 v , A 'max (A) A :a 8-0-0 'w W4X12 a W5X8. z W4X6(A1) 8 z W6X415 w z L 10-5-11 P-9-13� Q fE 11-3-8 Over 2 Supports I R-2669 W-3.5" R-2550 W=3.5" C11 ` - LC? PLT TMP. Nave TPI -95 Design Criteria: TPI STD CV ••WARNING- TRUSSES I190DIRE EXTREME CARE II FABRICATION. HANDLING. SNIPPING, INSTALLING AND BAAC116. REFER TO NIB -91 (HANDLING 1BSTALLING AYD BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTETUT(, 593 O.ONOFRIO DA., SUITE 200, MADISON, WE $3719). FOR SAFETT PRACTICES PRIOR TO 1 [T PERFORMING THESE FOICTIOIS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAH NATE PtOPf1lT A11AGiE0 Q) STAOCTIRAI PANELS. BOTTOM CHORD SMALL RATE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT'- FUR IS" A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EBGINEERED ^' PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIDI; ART FAIIOIE TD ALPINE . OU TIf TRUSSES JA COYFORNANCE WITH IPI; OR FABRICATING. HANDLING, SHIP►IH6, INSTALLING AND Cr1 BRAC INC OF TRUSSES. TRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN '-• SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL►JN( 0:i COXIEC70AS ARE MAGE OF ZOGA AST" A6S3 GRAD BALI. STEEL. EXCEPT AS NOTED. APPLY COYNICTOAS TO - � EACH FACE OF'TRUSS. AND OILESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CORWECTOAS P[R DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ER61I[ERIY6 - RESPONSIBILITY SOLELY FOA TIE TIOSS COMPONENT DESIGN SHOWN. THE SUITABILITY AILD USE OF THIS SBw CA 95828 ' COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BNILOING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. JUTTE CCUNI i'- - CtUILDING• DEPAR I-AAEN- L8.2c4 CA/ -'/l/ -/-/-/F TC LL 16.0 PSF TC DL 15.0 PSF BC -DL 7.0 PSF !0D, BC LL 0.0 PSF TOT.LD. 38.0 PSF DUR.FAC. 1.25 SPACING 24.0° Scale—.3754/Ft. REF 8427--39731 DATE 04/13/99 DR W CAUSR427 99103032 CA -ENG AEB/CWC SEON - 121347 FROM E.D (ILLAAHG-JIM BLACK / ANGEL - T-19 M/HIP [6'SB] [1 -PL TOP CHORD 2x4 DF -L it BOT CHORD 2x4 DF -L Al WEBS 2x4 DF -L Standard N C'I 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. c+-) SUPPORT EXTENSIONS EVERY 2.65 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC 0 24.00" OC WITH 2-16d NAILS rn AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. CO110: p SUPPORT HIP RAFTER WITH CRIPPLES AT 03-08-14 OC. W2.5X4 0 UQYR= Cn C, +A .o s a .A W lx W w z W2.5X4(A1) Ea C.5 z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. Ll, [ V A, 10 w W2.5X4 m z t— 6-0-7 I 5-3-1 1 Q FS 11-3-8. Over 2 Supports l R-700 W-3.5" R-600 W-3.5" PLT TYP. Wave TPI -95R Design Criteria: TP CV •YARMING— TRUSSES A U EO lAE EITRENE CARE U FABRICATION. HANDLING, SNI►PING, INSTALLING AND DR ACING. REFER TO 8I8•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T— IMSTITUTE, 683 D'OIM)►t10 Dt.. SUITE t00. MADISON. WI 53710). FOR SAFETY PRACTICES PRIOR. TO PENFORNINO TtlF St FUNCTIONS. OYLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED C71.CT) MUC704AL PANELS, BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. O) ..IMPORTANT-- FURNISH A COPY 0► THIS DESIGN TO TIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ART FAILORE TO c --;A L P I N E BUILD THE TRBSSES CONFORMANCE WITH IF[: OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND 'y BRACING OF TANSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPEC iF ICATION POBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPF. ALPINE CONNECTORS ARE MADE OF tOGA AST" A653 6140 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS 70 fCi~ IACN FACE OF TRUSS, AND UNLESS OTBERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C��� DRAWINGS 160 A•I. ' THE SEAL ON TNI$ DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PjpO PfO�I]Cffi, I11C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN( SHOWN. THE SUITABILITY AND LIEF Of THIS BIICI.1O, E:ilt 95828 COMPONENT FOA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS TPI 1 .1995 SECTION t. 4UTFE CONN( f'iA,11LD1N!G DEPART MEW A 2C4 CA - 1 - - - F a[ kV. I TC LL TC OL 16.0 15.0 PSF PSF 199 G3845 9 BC " DL BC LL 7.0 0.0 PSF PSF Sam * TOT -LD. 38.0 PSF F DUR.FAC. 1.25 SPACING 24.00 Scale —.375"/Ft. REF R427--39732 DATE 04/13/99 DR W CAUSR427 99103033 CA -ENG AEB/CWC SEON - 121362 FROM E.0 IM BLACK / ANGEL - T-20 HIP W S81 [1 -PL ITOP CHORD 2x4 OF -L #1 BOT CNORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :Lt Slider 2x4 DF -L Standard: BLOCK LENGTH - 1.500' d• :Rt Slider 2x4 DF -L Standard: BLOCK LENGTH — 1.500' N 1� PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IUSE THIS DESIGN FOR COMMON HIP TRUSSES IS 24,0. OC. c--3 EXTEND SCOPING TC OF TRUSS AND JACKS TO HIP RAFTER, " SUPPORT EXTENSIONS EVERY 0.50 FT TO FLAT TC. ATTACH a' 2X4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS o ANO DIAGONALLY BRACE PER HIB -91 13,2.1(FIG.33). OR DWG. CD11O SUPPORT HIP RAFTER WITH CRIPPLES AT 00-08-08 OC. W2.5UiP� r H A O Gr A - r^+ pi 2X4(A1) z W3X6(C6) z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. fI HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W5X8 (R) 47 E "'3AD (L.o) Em 2X4(Al) a L--1-6-0208� z L_ 6-0-7 _i 1-3-1_I_ 5-8-8 I cs.. . 13-0-0 Over 2 Supports I R-991 W-3.5'. R-991 W-3.5" a. <r I-" PLT TYP. Al ine.Wave TPI -95\R Desi n Criteria: TPI(STD 18.2c4 e N CT C77 C" a d. V +8-0-0 JE CC) 1-1-UILDINIG DEo� TMEN,: 1-AI_III_I_I_IC C-1- _ o'lcn/ca "WARNING'" TRUSSES REQUIRE ENTWINE CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. IEFER TO NI1•91 (MANGLING 1R11ALl1R6 AND BRACING). PUBLISHED BY TPI (TAWSS PLATE E TC LL 16.0 PSF REF R427--39733 11STITOTE, 6B3 D'ONOF110 OR.. SUIT[ 200. MADISON. NI 53719), FOR SAFETY PRACTICES. PRIOR TO PERFORMING THESt FORCTJONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPIRLY ATTACHED TC DL 15.0 PSF DATE 04/13/99 STRUCTURAL PANELS, BOTTOM CHOW SMALL HAVE A PROPERLY ATTACHED 21610 CEILING. DRW CAUSR427 99103034 ALPINE ,,,,�,,� �RQimmla •(.A odu ' I' "IMPORTANT" FURNISH A COPY OF THIS DESIGN TD THE INSTALLATIOR CONTRACTOR. ALPINE ENGINEERED PRODUCTS, ISC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN: ANY FAILNRE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, MANDLING. SNIPPING, INSIALLIAG AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN F029ST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ANI MADE OF 205A ASTH AGS3 GR40 QALY. STEEL, EECEPT AS NOTED. APPLY CONNICTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CORRECTORS PER DRAWINGS 180 A- . THE SEAL ON THIS DRAWING INDICATES ACCRPTANCE OF PROFESSIONAL EMGINEERII6me COMFONEIT ESPONSIBIFOR YANTLELY FOR THE TAPS$ PARTICULAR 9610IN6 SOTHETDESIGN SHOWN. THE SUITABILITY 113PONSIBILITT OF THE BUILDING DESIGNER. PUSE ER THIS ARSJfTPJ 1.1995 SECTION 2. 199 �Lu1�15 m * ` * BC- DL BC LL TOT. LD. 7.0 0.0 38.0 PSF PSF PSF CA -ENG AEB/CWC SEAN - 121398 DUR.FAC. 1.25 FROM E.D W SPACING 24.0 (RLAANG-JIM BLACK / ANGEL - T-21 COMN) TOP'CHORD 2x4 OF -L #1 BOT CHORD 2X4 DF -L #1 c. WEBS 2x4 DF -L Standard N 'Lt Stubbed Wedge 2x4 DF -L Standard::Rt Stubbed Wedge 2x4 DF -L ,L�r, Standard: N -PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. N 2• C77 O z W4X4w A 0-8-7 •w ..Tz w w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC 6 BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. n W3X6(Gl) N W3X6(G1) M n L- 5-9-8 ' I _ 5-9-8 Q.. 11-7-0 Over 2 Supports R-440 N-3.5' R-440 W-3.5" Lr? PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 18.2c4 N C" C7) p� p_. -rat Apllwu l.� ' ' ALPINE dp p,,�,,,��ucts "��"`"'�'" A • " fil f —do. CA 9seza "KAHN IMG•• TRUSSES 110014E EXTREME CAME 11 FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO 519.91 (HANDLING INSTALLING AND BRACING), PUSLISWEO By TPI (TRUSS PLATE INSTITUTE. SOS D'Ot0FR10 ON.. SUITE 200. MADISON. 91 57119). FOR SAFETY PRACTICES PRIOR TO FE4FORM1NO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED S7 OCTURAL PMELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACKED 81610 CEILING. ••1MPORTANT•- FUNNISO A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT HE RESPONS15LE FOA ANY DEVIATION FROM THIS DESIGN: ANY- FAILURE TO BU11D THE TRUSSES IN CONFORMANCE WITH TF1; OA FABRICATING. HANDLING. SHIPPING. INSTALLING AMD BRAC. OF TRUSSES. THIS DESIGN CONFOROS WITH APPLICABLE PROVISIONS OF ROS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE, CONXECTONS-ARE MADE OF 209A ASTM A053 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CORRECTORS PER ORA"IRIESP.Sof 160 A -I. TME SIAL DN THIS DRAWIRG INDICATES ACCEPTANCE OF PROFESSIONAL ENGIEEENING COMPONENT IFOR 1. .IF S AXI PARTICOIAREBUILDING ISCOMPONENT RESPONSISHOWN. LITY Of THE BUILDING SUITABILITY DESIGNER. USE PIN TO, ARf1/T►I 1.1995 SECTION 2. E b'- -'+! W� yy�IASj X99 �� /5 * * TC LL 16.0 PSF TC DL 15.0 PSF BC 'DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 38.0 PSF REF R427--39734 DATE 04/13/99 DRW CAUSR427 99103035 CA -ENG AEB/CWC SEON - 121404 DUH. FAC. 1.25 FROM E. D SPACING 24.0" - 6LAANG-JIM BLACK / ANGEL - T-22 HIP/GIRD [2'1006 -SB] I1 -PL TOP CHORD 2x4 OF -L #1 BOT CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard :Lt Slider 2x8 DF -L #1: BLOCK LENGTH - 1.500' ca, :Rt Slider 2x8 DF -L #1: BLOCK LENGTH - 1.500' N a: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. (LOADING PER TRUSS FABRICATOR c� ------(LU'MBER OUR.FAC.-1.25 / PLATE OUR.FAC.-1.25) TC - From 62 PLF at 0.00 to 62 PLF at 2.86 rn TC - From 40 PLF at 2.86 to 65 PLF at 4.50 o TC - From 65 PLF at 4.50 to 40 PLF at 6.14 TC - From 62 PLF at 6.14 to 62 PLF at 9.00 8C - From 136 PLF at 0.00 to 136 PLF at 2.86 BC - From 136 PLF at 2.86 to 136 PLF at 6.14 BC - From 136 PLF at 6.14 to 136 PLF at 9.00 TC - 74 LB Cone. Load at 2.86 TC - 74 LB Cone, Load at 6.14 W3X4o W2.5X4 WSX8(R) 0 v TO 'w ,a w Znwnvl[�� a cs 3X14 (E3) A w W2.5 X 4 6EG w ' W3X4,k--, W4X6 (E3) E3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE ALL FLAT TC 0 24.00. OC. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC I BC 0 72.00' OC. T 1-4-3 -0-OW3.X14(E3) In U 8 i -E COUNl Y CA/ -/1/-/-/-/F 'L 2-10-13 I 3-6-5 i 2-6-14 Scale =.315" Ft. TC LL 16.0 PSF ---9-0-0 Over 2 Supports TC DL I R-949 W-3.5' R-949 W-3.5" DATE 04/13/99 BC DL 7.0 PSF DRW CAUSR427 99103042 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 'j? PLT TYP. Wave TPI -95 R Desi n Criteria: TPI(STD 18.2c4 N I -WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICAIIOW, HANDLING. SNIPPING. INSTALLING AID BNACING. XEFFR TQ N18.91 (. SIING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1.25 CT tWSTITtl1E, $93 D'ONOFRIO DR., SUITE 200. HAOTSOW. WI 69)10). FOR SAFETY PRACTICES PN ION TO PERFORMING THESE FUNCTIONS. UNLESS DTMERWISC INOICATED. TOP CHORD SHALL WAVE PROPERLY ATTACHED CT CT STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT- FNRWISW A COPT Of THIS DESIGN TO THE INSTALLATION w - 6yi '--' ' CONTXACTOR. ALPINE ENGINEERED P20DUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILO THE TRUSSES 19 CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS ALPINE 199 013815 � DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AME41CAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE CONNECTORS '*M =- Q.. ARE HAVE Of )OGA ASTM ANSI 6140 MY. STEEL, EICCPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED OH THIS 093168, POSITION CORRECTORS PER OBAVINGS 160 A•E. THE SEAL 01 THIS CRANING INDICATES ACCEPTANCE Of PROFESSIONAL ER6INEERING p,,,,F,,�,, RESPORSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TBE SUITABILITY AND DSE OF THIS �`�9g" CO"FOHENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSIFTPI�1.1993 SECTION C. t U 8 i -E COUNl Y CA/ -/1/-/-/-/F Scale =.315" Ft. TC LL 16.0 PSF REF R427--39735 TC DL 15.0 PSF DATE 04/13/99 BC DL 7.0 PSF DRW CAUSR427 99103042 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD. 38.0 PSF SEON - 121898 DUR.FAC. 1.25 FROM E.D SPACING 24.0" (BLLAANG-JIM BLACK / ANGEL - T-23 ITOP CHORD 2x4 DFA #1 BOT CHORD 2x4 OF -L #1 •r 'WEBS 2x4 DF -L Standard CV "PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i10 PSF BC LIVE LOAD PER UBC. C"7 C"i dr C77 O E v Q 0 x - ci. • ' A w w ZX4(A1) m w C.5 z w w Lm;1-6-0-J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W2. 5X4 s2 Lkziw d F 12-0-0 Over 2 Supports I R-572 N-3.5" R-505 W-2'(++) LL7 L". PLT TYP. Al ine.Wave TPI -95 Desicin Criteria: TPI 51 iCV _ •'YARNING" TRUSSES REOUIRE fITNENE CARE IR FABRICATION, HANDLING. SHIPPING. INSTALLING AND BAACING. REFER TO H10.91 (HANDLING INSTALLING AND BRACING), P90LISHEOBY TPI (TRUSS PLATE C77 INSTITUTE, 589 D•OND►A10 ON., SUITE foo. No SON. NI - 53)19)• FOR 3AFETT PRACTICES PRIOR TO C77 PIRi00.M1N6 THESE FUNCTIONS. UNLESS OTHERWISE SE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED C77 STl0l URAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 81610 CEILING. •'IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACIOR, ALPIN[ EIGIAEERED P0.0DOCT5. 110. SMALL NOT Bf RESPONSIBLE FOR .AMY DEVIATION FROM THIS DESIGN; ANY iAILOIE TO A L P I N E Btl►l0 THE TRUSSES TN CONFORMANCE 0170 TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND r.. BNACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIG9 SPECIFICATION PUBLISHED 81 THE AMERICAN FOREST AMD PAPfN ASSOC IATIOM) AND TPI. ALPIOE• p� CONNECTORS ARE HAVE Of TOGA ASTM A653 GR40 GALT. STEEL. ERCEPT AS NOTED. APPLY CONNECTORS TD p•„ EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER ONA11 S IBD Al THE SIAL ON THIS DRAWING 3801CATES ACCEPTANCE Of PROFESSIONAL ENGINEERING p� RESPONSIBIIITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AHD USE OF THIS SMq mic. G1 95 A 'In6 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/IPI 1.1995 SECTION T. '99 ft Um T -'a3 -dUTT-.F,-: COUNI f RUILDING DEPARTM&q- CA/-/1/-/-/-/F TC LL 16.0 PSF TC DL 15.0 PSF BC -DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 38.0 PSF OUR.FAC. 1.25 SPACING 24.0° Scale =.375'/Ft. REF R427--39736 DATE 04/13/99 D R W CAUSR427 99103036 CA -ENG AEB/CNC SEON - 121462 FROM E.D This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: 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 she responsibilityofthe installer(builder. building contractorr, licensedcontractor. erectoror erection contractor)toorooerlyreceive. unload, store. handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural. material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing S Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition JA where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS' PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to. the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. -JT- S§'S,TORAGE- CAUTION: JTRUSSST.ORAGE- CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. JAWARNING: Do not lift bundled trusses byJthe bands. Do not use damaged trusses. ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 Diagonal brace also required on end verticals. Tc.pchords that are laterally braced can buckle togrtherandcause coil apse ifthereisnod iago- N nal bracing. Diagonal bracing should be nailed + to4Ae underside of the top chord when purlins are attached to the topside of the top chord. PLUMB i i I Truss D h I 12 �3or e greater s/ j 4 + All lateral braces lapped art least 2 trusses. Continuous Top Chord Lateral Brace Required L p. to 24' 1 3/12 1 8'1 17 112 2' 36" Over 24' - 42' 1 3/12 1 7' 1 10 1 6 4, 60" 0,6er 42' - 54' 1 3/12 1 6' 1 6 1 4 6' 84" G>,er 54' 1 See a registered professional engineer j DF • Douglas Fir -Larch SP - Southern Pine 108" 1 HF • Hem -Fir 9' SPF - Spruce -Pine -Fir oy 0 ry ryp`O ey@`` a �ti Diagonal brace also required on end verticals. Tc.pchords that are laterally braced can buckle togrtherandcause coil apse ifthereisnod iago- N nal bracing. Diagonal bracing should be nailed + to4Ae underside of the top chord when purlins are attached to the topside of the top chord. PLUMB i i I Truss D h I 12 �3or e greater s/ j 4 + All lateral braces lapped art least 2 trusses. Continuous Top Chord Lateral Brace Required 1/4" 1 10' or Greater 24" 1/2" 1 2' 36" 3/4" Attachment 48" Required 4, l AWARNING: 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" 1 2' 36" 3/4" 3' 48" 1" 4, 60" 1-1/4" 5' 72" 1-1 2" 6' 84" 1-3 4" 7' 96" 2" 8' 108" 1 2" 9' eptI D(in) I r ill Lesser of D/50 or 2" Maxi -tum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. i T :t L(in) ...........::::::::::::.................... I L(ln) U200 j L(ft) 50" 1/4" 4.2' 100" 1/2" 1 8.3' 150" 3/4" 1 12.5' BOW Length L(in) Lesser of L/200 or 2" Lon) Lesser of L/200 or 2" OUT -OF -PLANE INSTALLATION TOLERANCES. I DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 200" 1 " . 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. I DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 WARNING: Do. not attach cables, chains, or WAF N NG: Do not lift single trusses w.th spans hooks to the web members. I[A greater than 30' ay the peak. Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately Less than or eq gal to 60' Appro=imately '/Y to 3/3 tr.jss length Less than or c-qgal to 60' Foe 6t 1% Tag Lime Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Stiongback/ SpireaderBar t Toe n At or abcva mid-heig -t Tag Tags Line Lire F Approximately Y3.10 3i, truss length Greater thai 60' uieater tna 160' CAUTION: Te-nporary br=ting shown in this summary sheet is adequate for the 'nsiallation of Atrusses with similar coaligurations. Consult a registered processional engineer if a different bracing arrengement is desi,ed. The engineer may design brac'ng in accordance with TPI's Recommended Design specification for Temporary Bracing of Metal Plate Con.'iected Wood Trusses, DS3-89, and in some cases determine that a wider spaying is poss'ble. TipicaI horizortal tie menber with rruttpre stakes (HT) Frame 2 E j'm ss of braced rap of trusses JE$} 60° 60°`� or less /or less-,, s Tom, Approximately a Approximate.y Tag Line '/Y truss length % truss le n•31h �\ Line Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately Less than or eq gal to 60' Appro=imately '/Y to 3/3 tr.jss length Less than or c-qgal to 60' Foe 6t 1% Tag Lime Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Stiongback/ SpireaderBar t Toe n At or abcva mid-heig -t Tag Tags Line Lire F Approximately Y3.10 3i, truss length Greater thai 60' uieater tna 160' CAUTION: Te-nporary br=ting shown in this summary sheet is adequate for the 'nsiallation of Atrusses with similar coaligurations. Consult a registered processional engineer if a different bracing arrengement is desi,ed. The engineer may design brac'ng in accordance with TPI's Recommended Design specification for Temporary Bracing of Metal Plate Con.'iected Wood Trusses, DS3-89, and in some cases determine that a wider spaying is poss'ble. TipicaI horizortal tie menber with rruttpre stakes (HT) Frame 2 E j'm ss of braced rap of trusses JE$} DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir s xp20 (ped Trusses 1� SPF�MF�2 30" or greater diagonal brace for cantilevered trusses must be p aced on vertical webs in line with Zr the support. End diagonals are essential fo stability and must be duplicate both ends of the truss system. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 4k2lALLXL Ci;:; TOP CHORD; Continuous " Top Chord Top chorda that are laterally braced can buckle Lateral Brace togetherand cause collapse ifthere is no diago- Required T nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 10° or Greater are attached to the topside of the top chord. I Aftachment A� OMA"r End diagonals are essential for stability and must be duplrcate on both ends of the truss system. Frame 5 12 4 or greater i Over 32'-48' 1 4/12 6' 1 10 7 Over 48'- 60' 1 4/12 5' 1 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. �- 10' or Greater of Begg 92 /' Attachment Required - WARNING: Failure to follow these recommendations could result in 1 severe personal injury or damage to trusses or buildings. A Up to 28' 2.5 7 1 17 1 12 Over 28'- 42' 3.0 6' 1 9 1 6 Over 42' - 60' 3.0 5' 1 S 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10' or Greater Attachmen Required 8'0" 45° Frame 3 ao0� @ryo 0y �Q Topchords that are laterally braced can buckle yOQ�� togelherandcausecoliapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed try to the underside of the top chord when purlins are attached to the topside of the top chord. O � sssP A S Top chords that are laterally braced can buckle I45° togetherandcause collapse ifthere[arodiago- nal bracing. Diagonal bracing should M nailed to the underside of the top chord when purlins are a 1!ched to the topside of the top chord. Over 32'-48' 1 4/12 6' 1 10 7 Over 48'- 60' 1 4/12 5' 1 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. �- 10' or Greater of Begg 92 /' Attachment Required - WARNING: Failure to follow these recommendations could result in 1 severe personal injury or damage to trusses or buildings. A Up to 28' 2.5 7 1 17 1 12 Over 28'- 42' 3.0 6' 1 9 1 6 Over 42' - 60' 3.0 5' 1 S 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10' or Greater Attachmen Required 8'0" 45° Frame 3 ao0� @ryo 0y �Q Topchords that are laterally braced can buckle yOQ�� togelherandcausecoliapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed try to the underside of the top chord when purlins are attached to the topside of the top chord. 12 --� 4 or greater �s Al `?0. GSSPs� /pew Bottom chord diagonal bracing repeated at each end of the building and at same spacing as lop chord diagonal bracing. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fii All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A k__J 01. ass .O. Permanent Ps continuous?, lateral bracing °q as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. is BOTTOM CHORD 111!111111111111111111 1111111 11T!BOTTOM CHORD DIAGONALBRACE MINIMUM LATERAL BRi4CE SPACING (DBS SPAN PITCH SPACING(LB [#trusses] _.: Up to 32' 4/12 15' 20 15 Over 32' - 48' 1 4/12 1 15' 10 7 Over 48' - 60' 1 4/12 1 15' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fii All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A k__J 01. ass .O. Permanent Ps continuous?, lateral bracing °q as specified by the truss engineering. Frame 4 Cross bracing repeated at each end of the building and at 20' Intervals. 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 Customer: J I rn (� I Q G K, Address: AP#: G(z)Qd SF Job No: Ano -p -J. �✓i�� �%�3 95 Alpine Engineered Products, Inc. Christian W. ChappegjTj E 8351 Rovana Circle Sacramento, C,,V0WW 2 DEPARP, F- I (916) 387-0116 AP®RYEn APPROVEDiINSPECTION Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 r,. (B)AANG-JIM BLACK / ANGEL - T-5 COMN TOP CHORD 2x4 DF -L #1 BOT,CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. rs: (TRUSS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; LC') -UNIT WIDTH 02-04-00; SUPPORTED BY 3 TRUSSES. Ln Ln a z V .A. - A tQ a .R. A W . a � W LW z z W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. *'t'LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE BC @ 48.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 i X 4 W1.5X4 in W 1-6.0 z 15-0-0 I 4-6-14I fF 19-6-14 Over'2 Supports - R -909 W-3.5" R-833 W-2" o PLT TYP. Wave TPI -95 Desi n Criteria• TPI STD 19 07 C7) V 'a Q iS TrE COUN i 5 i-;AJILDING DEPAfl r�NE e Y PPQV Oa9 L,H - 1 - - - r _aca)e -.z5^ Ft. —WARNING-- TRUSSES REDOIRE ENIAEME CARE II FAB¢ICATl01, RANOlIR6, SNIPPI M6, INSTALLING AND BRACING. REFER TO HID -91 (HANDLING INSTALLING AND 84ACING). PUBLISHED BY TPI (TRUSS PLATE D TC' LL 16.0 PSF REF R427--40840 1:STITUTE. 503 O'OBOFRIO OR.. SUITE 200, RADISON. NI 55719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TRESI FUNCTIONS. UNLESS OTNIRW[SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Cp �y' TC D L 15.0 PSF DATE 08/09/99 STRUCTURAL PANELS. BOTTOM CHORD SWALI RAVE A PROPERLY ATTACHED RIGID CEILING. -"P� •• PRODUCTS. FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ~ '99 BC DL 7. 0 PSF DRW CAUSR427 99221044 PRODUCTS. INC. SNAIL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TRIS DESIGN; AOT FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 20 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r BC LL 0.0 PSF CA -ENG AE B / P B C SP ECT F[C:ATI01 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE y _ CONNECTORS ARE HADE OF 2OSA ASTM AGS3 SR40 QALY. STEEL. IICEPT AS NOTED. APPLY CONNECTORS TO * I TOT. LD. - 38.0 PSF SEON - 10032 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER w pp,,..,,,,FF,,'�,,��,,,, ORANIRGS 160 A-E. THE SEAL ON THIS GAMING INDICATES ACCEPTANCE OF PROFESSIOIA[ ENGINEERING `XPOKEKT DESIGN SHOWN. DUR,FAC. 1.25 FROM E.D Mp17tC _•w hit" COMPONENTRESPONSIBIFORYA1TLPARTICULAROUILDIN0ELY FOR THE TRUSS 01S THE RESPONSIBILITY OF THE BUILDINGTHE DESIGNER.TY AND PER THIS D' CA 958n ANSI/ PI 1.1995 SECTION 2. • SPACING 24.0 (CLAANG-JIM BLACK / ANGEL - NT -23 MONO iFIBOTCNIfORD 2x4 DF -L $1 2x4 OF L X11 2x4 DF_ Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. •.'33RIGHT END -VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. .a TRUSS SUPPORTS 240# MECH UNIT; SUPPORTED BY TC AT ANY LOCATION; UNIT WIDTH 02704-00; SUPPORTED BY 3 TRUSSES. El THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SURMTTTFn Ry Tollc[ urn ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR"* ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00. OC, BC @ 72.00° OC. 10 PSF BC LIVE LOAD PER UBC. W1.5XA m N�a3 6-4-3 0-0 W2.5X4 Em _ H 1(t 0 V.. 12-0-0 Over 2 Supports— I-F�I-JILQI G DEPAR qE1 R-659 N-3.5' f R-592 W-2' V 4:J' PPrl �i PLT TYP. Wave TPI -95 R Design Criteria: TPI S •RAHNT NG-- TRUSSES REOOIIE EE THEME CME IN FABRICATION, MANOLISS. SNIPPING. INSTALLING AND BRACING. REFER TO RIB•91 (NANDLIN6 IISTALL LNG AND BRACING). PUBLISHED BY TPC (TRUSS PLAT[ T INSTITUTE. •SIS D-OIOf410 Dq „ SUITE f00, MDISOM, HI 59T19). FOR SAFETY PRACTICES /R 101 TO T fERFORMIIO THESE fUICTEOIS. UNI ESS OTHERWISE INDICATED. TOP CHORD SMALL HATE PROPERLY ATTACKED T STRUCTURAL PANELS. NOTION CHORD SHALL HAVE A PROPERLY ATTACHED 11611) CEILING. --, -.IMPORTANT-- FURNISH A COPY OF THIS DESIGN'To THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED D PRODUCTS. INC. $BALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1.3 ALPINE BYILD THE TRUSSES 11 CONFORMANCE WITH TPI; OR IABRICATIMB. NAIDLIIG. SHIPPING, INSTALLING AND BRACIIG OF TRUSSES. THIS DESIfJ CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SP ECT FICATI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATI01) AND TPI. ALPINE COINICTORS ARE MADE OF TOGA ASTM A653 SHAD GALT. STEEL, ESCEPT AS NOTED. APPLY COARECTOIS TO EACH FACE OF TRUSS. AND /BLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEI DRAWINGS ISO A•1. THE SEAL ON THIS DRAWING IROICATEB ACCEPTANCE OF PROFESSIONAL ENGINEERING AIP[ne PTEldUCfs 1= RESPOISMILITV SOLELY FOR THE TRUSS COMPONENT DESIGN SNOW,. THE SUITABILITY AND USE OF THIS SKfi >@ED, CA 95828 COMPOHEI/TpT FOR•19ANY PARTICULAR BUILDING AI SI 1 l 95 SECTION 2. IS THE RE SPOISIB Il1TT OF THE BUILDING DESIGNER, PER CA 1 - - - F FESS/p, TC LL 16.0 PSF TC DL 15.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF * TOT. LD. DUR.FAC. SPACING 38.0 1.25 24.0" PSF Scale-.375'/Ft. REF R427--56637 DATE 08/26/99 DR W CAOSR427 99238001 CA -ENG AEB/P8C SEQN - 151726 FROM KD �! ,ARf PAIR:BLAANG-JIM BLACK / ANGEL -'T-22 HIP/GIRD (2'1006"SB] (1 -PL REPAIR TRUSS FOR REVISED BEARING CONDITION & SPAN *IREpAIR TO CONSIST OF (IN ORDER): cli1 PROVIDING TEMPORARY SUPPORT FOR TRUSS OR REMOVING LOADS N PRIOR TO BEGINNING REPAIR TRIMMING EXISTING MEMBERS AS INDICATED rs: - REINFORCING JOINT -WITH TRULOX PLATES I- IKSTALLING NEW CHORD WITH TRULOX PLATES Cc"J- (T) TRULOX PLATE: USE 0.131•X1.375' TRUSS NAILS. CIRCLED NUMBER(S) ao IN61CATE TOTAL REQUIRED TO EACH OUTSIDE FACE OF TRUSS. SEE `n DRAWING #142 FOR TRULOX INFORMATION. C=; ALL PLATES 3X10 UNLESS OTHERWISE NOTED. (1) REVISED - 09/03/99 - JD (BEARING) (1) (H) RECOMMENDED CONNECTION FOR HANGER BEARING: TWO (2) SIMPSON LS70. SEE SIMPSON CATALOG C-PT99. E~ J A BEARING HEIGHT ' LOWERED 3.5' ra � . w - rx w �z c5 z w w z L1. a 93. 7 PLT TYP. Wave TPI - N CT [77 `r' ALPINE Cm Alpine EMgiaoaed PEo&rk Inc, SMirw To. CA 95828 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 nINFNSTn WC1 CIIAMITTI:n Rv TODCC Mco SEE DRW CAUSR427 99103042 FOR ALL DATA NOT SHOWN HERE AFTER COMPLETION OF REPAIR(S), TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS (C) NEW CHORD: 2X4 DF -L #1 (E) EXISTING ALPINE PLATE(S) TO REMAIN IN PLACE. 12 STUB 3.50' EVENLY SPACE TRULOX NAILING L 2-10-13 I_ 3-6-5 2-3-6 AT LEAST 1/2 OF ALL NAILING THROUGH 3X10 PLATES SHALL BE INSTALLED ABOVE CENTERLINE OF THE NEW CHORD AND BELOW THE CENTERLINE OF THE NEW CHOU .�-E CO NI Y -8- . 8 -8 Over •2 Supports R-918 ;-3.5- R-922 W-3.5" 5 R Design Criteria: TPI STD '•YARNING.' CA/ -/l/-/- -' F TRUSSES RE401RE ERTREME CARE IR FABRICATION, MAKING, SNIPPING, INSTALLING AND BRACING. REFER TO file I. (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T INSTITUTE. $03 PON F'9 OR:. SUITE 900. MADISON, YI 53719). FOR SAFETY PRACTICES PRIOR TO •• ^^ w TC LL 16.0 P SF PERFORMING THESE FUNCTIONS. UNLESS OTYEANISE INDICATED, TOP CRORD SNAIL RAMI PROPERLY ATTACHED STRUCTURAL PANELS. SOTTON CHORD SMALL TC DL 1 5.0 P S F NATE A PROPERLY ATTACHED RIGID CEILING. A OF THIS DFOX To THE LFROMNTHIS 'PRODUCTS^M(IC. SBAL II NOTSH ANY DEVIATIONSIGN BERESPONSIBLEY DESIGN: ALPINE FAIIOREENGINEERED B C D L 7.0 P SF BUILD TRE 1RUSS[S IV COIFORN"1E WITH TPI. OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ICAN REST AID PAPER SPECIfICATCONVECTORS IAREPPAGE SOFOIOGATHASTN 6 86PD04 BC LL D . 0 P SF A6S3 SR40APIA GALT. STEEL. EXCEPTASVOTED. APPPLYAMNE CONNIC70AS TO EACHFACE OF TIOSS. AND UNLESS Sep 03 1999 TOT. LD OTHERWISE LOCATED ON THIS DESIGN, POSITION CORNECTOAS PER DNAYIR.. l6b i * . 3 8.0 PSF A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIB JLITT SOIEIT FOR THE TRUSS COMMENT DESIGN SHOWN. TIE SUITABILITY AND �p % CIVIL DUR.FAC. 1.25 USE OF THIS CONPONENT FOR ANY PARTICULAR BUILDING 13 THE RESPONSIBILITY OF TIE BUILDING DESIGNER. fix p' ANSI MI 1-I995 SICaR F• �, 1 SPACING 24.0" PS0e ��5F, REF R427--57258 DATE 08/30/99 DRW CAUSR427 99242008 CA -ENG JO/GWH SEON - 20798 FROM E.D Building Permit�T umber: Q q' �%b 7 Owner Name: T Residential Construction Re uirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lits within a designated 100-ycnumuplain. one foot above lthe the H.V.A.C. equipment and services shall be a shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: ©V - 6% 7 Owner Name: Aq jj-- Ei parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ElFire sprinklers are required in this structure. EJ The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. an A setback of D feet from the side and j 0 feet from the f then ht ea wayproperty per l lines clear of O feet (25 feet i Federal Aid Route) from the edgeg structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. r _.gaffe count -�I.� �•-'��- LAND OF NATURAL WEALTH AND BEAUTY = BUILDING DEPARTMENT OF DEVELOPMENT SERVICES ;• ,° • • ',; "• • .1 •' ' 7 COUNTY CENTER DRIVE + OROVILLE, CALIFORNIA X5965-3397 TELEPHONE: (S30)S35 -7541 October 6, 1999 FAX: (530) 535-2140 Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte County Effective Date: January 1, 1998 To Whom It May Concern, In December of 1997, just prior to the effective date of the Swimming Pool Safety Act, (see back page) we initiated a letter of explanation, and a mailing to all pool contractors in Butte County. Due to the poor wording of the Act itself, a number of questions have arisen concerning compliance with the Act and how r to describe how enforcement will occur in Butte County, and are to enforce it. We have revised our lette again conducting a mailing to notify pool contractors. This revised letter should clarify several common questions or problems concerning our enforcement of the Swimming Pool Safety Act including: 1. In our review of legislative considerations, we discovered that when accommodation was provided to allow exit alarms on doors providing direct access to the pool, it was assumed that a conforming perimeter fence was already in place. However, in many cases there is no pre-existing pool or parcel enclosure, and unless the residence is one side of an enclosure which entirely surrounds the pool, installation of exit alarms alone does not constitute compliance. 2. The 1994 Uniform Building Code, Appendix Chapter 4, Division 1, and the 1997 Uniform Building Code, Appendix Chapter 4, Division 1, specifically allow the use of chain link fencing - as pool barrier material. In Butte County we will continue to allow the use of 11 gage, 2-1/4 inch mesh, chain link fencing as pool barrier material. Other types of fencing will be considered on a case by we basis, based upon the requirements of the Swimming Pool Safety Act. Please call for clarification prior to installation. 3. All access gates through the enclosure shall open away from the swimming pool, and be self- closing with a self -latching device placed no lower than 60 inches above the ground. This includes large gates for vehicle access. Should you have further questions concerning this matter, please contact this office at the address or phone, number listed above. *MagerC,OiBuilding irel '&===— iC.B.O. Inspection CALIFFOk.NIA HEA -L r -'S AND SAFETY CODE SECTION 115920-115927 115920. SWEYEW NG POOL SAFETY ACT 115921. As used in this article the following terms have the following meanings: a) "Swimming pool" or "pool" means any structure intended for swimming or recreational bathing that contains water over it inches deep. -Swimming pool" includes in -ground and aboveground structures and includes, but is not limited to, hot tubs, spas, portable spas, and non-portable wading pools. b) "Public swimming pool" means a swimming Pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family homes. 1 from access to the home. c) "Enclosure" mans a fence, wall, or other barrier that isolates a swimming poo d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (ASTM), in compliance with standard F1346-91. e) "Exit alarms" means devices that make audible, continuous alarm sounds when any door or window, that permits access from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the electrical wiring of the building . 115922. Commencing Jamcy 1, 199:, except as provided in Section 115925, whenever a construction permit is issued for u construction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety features: . a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923. b) The pool shall be equipped with an approved safety pool cover. c) The residence shall be equipped with exit alarms on those doors providing direct access to the POOL d) All doors providing direct access from the home to the swimming pool shall be equipped with a self-closing, Self - latching device with a release mechanism placed no lower that 54 inches above the floor. e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in subdivisions a) to d), inclusive, as determined by the building official of the jurisdiction issuing the applicable building permit Any ordinance governing child access to pools adopted by a political subdivision on or before January 1, 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set forth in subdivisions a) to d), inclusive. 115923. An enclosure shall have all or the following characteristics: self�losin with aself-latching a) Any access gates through the enclosure open away from the swimming pool, are g device placed no lower than 60 inches above the ground. b) A minimum height of 60 inches. C) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. d) Caps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter. e) An outside surface free of protrusions, cavities, or other physical characteristics that would serve.as handholds or footholds that could enable a child below the age of five years to climb over. 115924. Arty person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this article. 115925. The requirements of this article shall not apply to any of the following: a) Public swimm:M9 pools. b) Hot tubs or spas with loclong safety covers that comply with the American Society for Testing Materials Emergenry Performance Spee fication (ASTM ES 1349). p 1 safety that c) Any pool with the jurisdiction of any political subdivision that adopts as ordinance for swimming poo includes requirements that are at least as stringent as this article. d) An apartment complex, or any residential setting other than a single-family home. 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the State Department of Social Services. 115927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved exclusively to local jurisdictions, as provided for in subdivision (e) of Section 114922 and subdivision (c) of Section 115924. G OODSPEED____S_T N090202 Z. 4n5 aW6 �or aa �v►S�h� PLANNING DIVISION - BUILDING PLAN APPROVAL Use: C> IL Date: Li Parking: Landscaping: Other. Signature: 6.0FENC,E DECK ROC T .I myvi n�j Pooh ( (� J CO-4� c�sW�Pitt� 36• 0.. r' LIGHT 9 STEPS P A' 710 E GATE WALK(E)_ ELECTRICAL, KAIECHANlCAL, AND PLUMSING r CONS RUCTIW4 ( NOT PLANCFE j SHALLCOMPLY WITH CURRENT EDiTIaN OP NEC, WAO AND UPC. -----> MGR. RESIDENCE OWNER: TO DETERMINE iPPROXIMATE ELEVATION I NOTE SCALE 1/8" = 110• OF POOL ON DA's OF EXCAVATION. -- SWIMMING POOL PI.ASTER -�-GREY�'- OWNER: J A C K AND A URY AN G E L LEGAL DESCRIPTION POOL AREA TO BE FENCED, PER COUNTY 7 m AP 0 40-280-093 OR CITY ORDINANCE. GATES TO BE SELF PASSIBLE PEBBLE -TE CLOSING AND SELF LATCHING. BY OWNER OWNER= DURNAMT 1 , ., ��-- WET DOWN CONCRETE SHELL AT LEAST CROSS STREETS -- -�— TWICE DAILY FOR 7 DAYS. CK'D. by DO NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. P"1"TS DO NOT USE RUBBER HOSE WHEN FILLING MAILING ADDRESS POOL AS IT WILL MARK PLASTER. #9 Alyssum Way S_ E_ 417 WALK E ,,40 -TE: S tho a► acted 13 *k iAL-Do tr 4 � R Pages GENERAL SPECIFICATIONS . SIZE 18 x 3 6 AREA 680 ❑DEPTH_3��TO 7!0' SHAPE R E C TA N GLE PERIMETER 116 TEMPLATE NO. CUSTOM TILE SIZE r.� .. x 6" TILE COLOR 0 T S COPING N 0 COPING COLOR Irl O POOL CAPACITY 27,000 GALS. PUMP CAPACITY I lO G.P.M. MOTOR H.P. 112 H.P. FILTER 48 SO. FT. FILTER RATE Ito G.P.M. TURNOVER 1 a HRS. VACUUM LINE & SKIMMER 2 RETURN LINE MAIN DRAIN 1112. SKIMMER - MODEL 2) U-3 BACKWASH TO DIS LINE -A ' OF '%a FILL LINE ANTI -SYPHON VALVE A U TO EI LL HEATER N d SIZE N 0 BTU GASLINE BY: N 0 VENTED BY: N 0 LIGHT 500 CW CLOCK 2 2 0 QV) ELECTRIC BY: C F P ELECTRICAL BONDING BY: C F P POOL CLEANER P0O L- VA C CHLORINATOR N 0 BOARD -SIZE N 0 COLOR N 0 BOARD SUPPORTS- N 0 LADDER -Model N 0 ' SLIDE -M N ac.Io. STUB PLUMB ❑ YES WIND TILE & COPING L/ ASA► ❑ OTN DECK BY: C F P TREES, ETC. N 0 PERMIT OFFICE CONCRETE REMOVAL BY: N 0 SALES OFFICE RAISED BOND OEAM YES O NO � HE, WIDTH PHONE NO. MGR. JO B N0. SAL ESMAN MAT" BOOK NO. DATE SWIMMING POOL J A C K AND A URY AN G E L LEGAL DESCRIPTION NAME S -tO "0% 7 m AP 0 40-280-093 OWN. ADDRESS 9032 GOODS D LI1IxTr,.� DURNAMT 1 , ., ��-- LOT NO: CROSS STREETS -- -�— TRACT No. CK'D. by RES. PHONE 3 43-16 9 5 BUS. PHONE BOOK PAGE BLOCK P"1"TS CARE" FREE POOLS MAILING ADDRESS #9 Alyssum Way S_ C _ Chico, California 928 Bill Bell Contr. Lic. #380826 ! ��e' Phone 342-4639 N090202 -�_ _ _ - _. � I I I I ---------- r I � I