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HomeMy WebLinkAbout041-630-001�., Oroville 3 f 1 NorthStar ENGINEERING Civil Engineers • Planners • Surveyors i Department of Development Services Building Division 7 County Center Drive Oroville, . CA 95965-3397 Attn: Martha Whitney, � s 4 RE: Single Family Residence' Located in Mountain Oaks Permit No. 9� r Dear Ms.. Whitney, January 25, 1996 I am enclosing two sets of revised' floor details for this residence for your approval. Please call if you have any questions. Sincerely, ! `f A Jeff Richelieu NorthStar Engineering s z ; t enc: 2 sets 3 pgs. each .i CCUD OF BPTTE i t J A N 2 q 1996 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893=1600 RESIDENTIAL v _ -`Wr 041-630-001 PERMIT#95-2578 M.O.P.S. Inc. 3�-Sunview Rd., Oroville New Single Family c� . not l Lojl +mere ~ 1 S ok.►n 0-ioprove.d FYZS 10'ized t f • 4 ✓ Ar-- Ole-- OFFICE COPY r Address I f r$Y Date ELECTRIC / Meter By Dat@ JOB FINALED (Deter Signature Tri R ✓ t+ RESIDENTIAL v _ -`Wr 041-630-001 PERMIT#95-2578 M.O.P.S. Inc. 3�-Sunview Rd., Oroville New Single Family c� . not l Lojl +mere ~ 1 S ok.►n 0-ioprove.d FYZS 10'ized t f • 4 ✓ Ar-- Ole-- OFFICE COPY r Address I f r$Y Date ELECTRIC / Meter By Dat@ JOB FINALED (Deter Signature Tri kir J=OK O =,Not OK - = Not Applicable' .. = Not Ready MOBILE HOMES `;,' 1 Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements ` 2:'Soils; Special'MH Support Sketch • 3: Sewer: Lociiion-Test-Fall-C/O Concrete 4. Water; location -Test -Easement Needed (Sketch) "-15. Electric ity;"Location-Clea rences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect •.,8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch .. 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Y. Date Card B-1 Date Card B-1 -MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel --- --- 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails •� 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors -- Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 ' Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability ' 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.: Enclosures: Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5• Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.: Cir. Test -Water Supply Test I 3 ' Date Card B-1 Date Card B-1 Y. Date Card B-1 Date Card B-1 V OK O = Not OK n `' -=Not Applicable Not Read RESIDENTIAL (Single & Duplex) =. r.F,. Date UNDE OOR (Plans) OK except #'s Date FRAMING (Continued) oning-Setbacks- Ease ments-Flood-Slope- 45. Gz gers-Post Caps -Anchors -Connectors g., Main; Soils-Elec. / /" Ftg. Depth 3 g., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ft orches & Decks; Soils -Steel-/ /Ftg. Depth tem alls, Main; Steel -Bloc kouts-Wrapped , j emwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab teel-Wrapped iers-Fireplace Ftg.-Steel 8. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF. Gas Pipe; Size -Anchors - yard gas piping: size -test d . Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground .,�a Pienums & Ducts; Clearance -Material -Support -Ins. (—Ib* Girders -Sills -Anchor Bolts-Joists-Vents-Criooles Access & Ventilation 16. Insulation Date _04and B-1 �,(fi Date Card B-1 Date and B-1 Date Card B-1 Date PLU ING (Permit),OK except #'s t erW: Vent -Access -Combustion Air -Baffle -- ----------------- - : Test & Anchor -Nail Protection _ & Anchor -Nail Protection - - -- - -—---- —19. -Shower Pan: Test. First Floor -Tub Access ------ ---- - --- 20. Te tib &Shower. Second Floor -Tub Access ------- --- - — — - Gas Pipe: Size & Anchors ----------•--------------------------------------------------------------- - Date -Card B:1 Date - Card B_t- -- •------------- ---------------------- ------ Date Card B-1 Date Card B-1 Date ELECT CAL (Permit) OK except #'s i e & Transformer Clearance -Ins. Protection - - --- 2 Elec. Spacing -Lights &Switches at Doors ---- ---- - --------------------------------------------- esSLight&SwitchestDoo s -- 2 ize axes & No. of Conductors -Stapled ----- -- - o x Installed Close to Edge of Studs & C.J. qui Ground made up wrMech Fasiners-Bond Gas & Water ance Circuts in Kitchen & Conductor SizerGFl - Apph --- - -- '---------------------------------------------- --- 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size r ga. Cu or At --------------------------------------- ------------------------------------------- 29. Range Circ. r , ga. Cu or AI -Oven Circ. r r ga. Cu or Al. Insul ted Neutral ❑ Yes ❑ No -- ----- ------------------------------------------------------------ 30. - - --- -- - - -- - -- 5mo vi a -Riser Conductors & Ground -Main Disconnect ------------------------­-- --- - -- --- i . Clearances Panels-Motors-Mech. Equip. ------- ------- ----------------------------------------------------------- es Closet Light -Shower Light -Spa Light - --.ke. etecto----------------------.-------------------.._._.-- ke Detector --------------------------.--- ------------------------------------------------- Date ___.--- B-1 Date_- - - Card B -t_.._________ ------ ---------------------- Date Card B-1 Date Card B-1 Date MECH CAL (Permit) OK except #'s A.C. cts Insulation & Support --- - ---------------------------------------- ---------- ------------ e an: Exhaust above insulation _ ----- _/p ansa CgDrain & Overflow Size & Grade FJ7 urnance-Vent: Access -Comb. Air Vent- 115 outlet 38. Attic Access & Platform it Furnance in Attic ----------------- -------------- --- ----------- - --------- ---------- --------------------- ---- Date Card B:t Date Card B-1 - -- - .. --------------------------------------- ---------- Date Card B-1 Date Card B-1 Date FRA (Plans) OK except #'s S Proper Material & Anchors 4 sStuds-Nailing. Spacing & Bracing -Plates -Sound ....... ... ' — - -- 4e Be g Walls over Guders &Floor Nailing 42 r top ui Walls (rat proof) _ 4 Fire tops. Furred Ceilings -Stairs -Chases -Tub 44enders & Beam -Size & Bearing 86. CIng. Joist-Rftr. ties-Purlin—roof Brac-Truss-Shthng.-Ring. 1r4 7 Lr ce Ties or Type lue-Fireplace Throat clearance tic cess; Size gsomex Prote aft Stop -Ins. Baffles Bdr endows or Exiting Doors -Sill Hgt. & Dimensions _ . tiara ire Protection Framing 5,U4rope,ay Line Firewall & Openings 5 xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection - -- lyw on Roof Overhang -Attic Vents -Rafter Outriggers — ---- - id ailing Veneer _ Stu Mesh -Drip Screed -Fd. Vents-Underflr. Access ----�-%GIlaz'g Are Protection -Skylights -Plastic --- ear Walls: ng—Ws Insulatio -Wal eilings �%� 60. Infiltration -Walls -Windows Date _ Card B- Date Card B-1 Date Card B-1 Date Card B-1 QL Dat FINAIlIPlans) O extent #'s i�r E t -Steps -Door & Sidelight Protection -Landings oke Detector urnace: Vents -Clearance -Comb. Air -Connector - In -Garage: Above Floor-Ducts-Mech. Protection �droom Exiting -- G.F.I & Bath Fixtures & Tub Access-Spa -______--___6.6_._Elec, Trim & Subpanel: Breaker Sizes & Labels ---------------- . Stags & Rails ----------------- ---------------- — &&-F' ce or Stove: CIearance_s-Hearth . Elec. Outlets at Wood Panel: Int. & Ext. __ it.Fixt & Appliance: Grnd -Air Gap -Cooking Clearance ec. Outlets & Receptacles at Kit. Counter --- 2. arage Fire Door Swing -Landing -Closer -------------------- Damper 7 tr Htr.: Vents -Clearance -Comb Air-Connector-P.R.V. In G rage: Above Floor-Mech. Protection ----------------- -------------------- - Plb Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage: (G.F.I.)-Romex Protection _. _-- _. 7- ulation-Foam-Looked in Attic ❑ Yes ard-Rails & Deck -Construction -Post Caps 1 .n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Driv es ❑ No: Walks Yes ❑ No; Planters ❑ Yespl - -- / - ucco Brow -Fin' ----------------------- ------------------- --- — 82. A.C. Unit: Disconnect. Electrical. Plumbing .. - -- - --- -- --- --------------------------------- Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings sconnect. Electrical. Plumbing -- 3 error Elec. Trim: G F.I Receptacle -Underground ----^ Ventilation Throughout House --" ----------------------------------- Glass Protection _. . -------------------------------------- 88 ----------------- ----------------88 Corrections from Previous Inspections ------------- ----------------------- ,as Meters Tagged: Gas Electric _ _ _ Water -&-Sewer Connected -C O to Grade -HD Approval— nergy Compliance Certificate -Other Certificates Date O �' and B-1, / Date Date�t�' ' Card -B' I -- --Date Date _ Card B-1 Date Comments at Final: Card B-1 Card B-1 Card B-1 COUNTY OF BUTTE- D&ARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION -AND PERMIT gs �_�' �Rll' ASSESSOR PARCEL NUMBER 041-630-001 ZONING° PUD BUILDING PERMIT OWNER M 0 P • S INC. T 93NE1628 SO. FT• OCC. BUILDING VALU OWNERS MAILING ADDRESS 3305 PENTZ RD OROVILLE, 95965 2 , CONTRACTOR �{ 'S NAME 110PS INC TELEPHONE l l no O 114' 7,71)0 ,71)0 0 C 3,330 CONTRACTORS MAILING ADDRESS Fireplace 1 50n CONSTRUCTION LENDER UNIOYOWN Total Valuation $ 156,8?0 LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 8'19 • nQ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 5L5. q5 ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ 2A. On Penalty $ BUILDING ADD RESS 3642 SUNVIEW PERMITFEE $ 1,A27 35 OROVILLE, 95965 PLUMBINGPERMIT Filing Fee 20.00 Each Trap lt 7.00 77.no LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23,00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY -• Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 15 00 Building sewer 15.00 TYPE OF WORK New IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ 3 BEDROOM Describe Work: Mobile Home S I G1 W @20.00 PERMITFEE $ 157.0 Contractor ELECTRICAL PERMIT Filing Fee 20:00 ' Main Service 000V OR LESS ( 200A OR LESS ) 23.00 23-00 00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencin with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is in full force and effect. License Class A 3 Lic. No. 3y0eo la 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, �II do the work, and the structure is not intended or offered for sale.23.00 as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) sp S 10 3.50 FT. NEW CONST. MULTI.OUTLET NON -RES ID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS ( & SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FIXTURES ) 20 Q 1.00 BAL SO FIXED P) EX. Occup. OUTLETS RESID.EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring PERMITFEE ; Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating .12 - ,Ono -,,.on Cooling ON __1 15.00 Hood 6.50 6.90 Ventilation n PERMITFEE $ Contractor 65 50 Policy Number (The above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall loy any person in any manner so as to become subject to workers' sation laws of and agree that if I should become subject to the compensation provi California.,ons of section 3700 of the Labor Code, I shall comply wi visions. / X_Date _—��o jJ eture Sigpplicant - ❑ Owner Contractor ❑ Agent Ant is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 6 n OCC CONST. TYPE T03AL FEE $ 4� j HAZ. ._. D. FEE FLOOD DF PD D This permit is hereby issued under the of the Butte County Code and/or indicated above for. which fees have By A4 PERMITEXPIRESON 7�p applicable provisions Resolutions to do work been paid. DatJ #,,, 185989 Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT INSULATION CERTIFICATE CLAUDE WHELCHEL 446 MOUNTAIN OAKS OROVILLE NUMBER AND STREET CITY BUTTE COUNTY . SUBDIVISION LOT NUMBER DESCRIPTION OF INSULATION 1. ROOF MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) 1 CEILING BATT OR BLANKET TYPE BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R -VALUE) LOOSE FILL TYPE INSUL-SAFE III' BRAND NAME 'CERTAINTEED CONTRACTOR'S MIN INSTALLED WEIGHTIM 521 LB MINIMUM THICKNESS 1-2 (INCHES) MANUFACTURER'S INSTALLED.WEIGHT PER SQUARE FOOT TO ACHIEVE THERMAL RESISTANCE R-30 3. EXTERIOR WALL FRAME TYPE WOOD. MATERIAL BATTS THICKNESS (INCHES) 6 EXTERIOR FOAM SHEATHING I'!i-julzi0l THICKNESS (INCHES) 4. RAISED FLOOR MATERIAL BATTS THICKNESS (INCHES) 6 5. SLAB FLOOR. MATERIAL THICKNESS (INCHES) PERIMETER INSULATION DEPTH (INCHES) S. FOUNDATION WALL BRAND NAME CERTAINTEED THERMAL RESISTANCE (R VALUE) 19 BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME CERTAINTEED THERMAL RESISTANCE (R VALUE) 19 BRAND NAME THERMAL RESISTANCE (R VALUE) MATERIAL BRAND NAME I THICKNESS (INCHES) THERMAL RESISTANCE (R VALUE) DECLARATION i I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL BUILDINGS (TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS) AS INDICATED ON THE CERTIFICATE OF COMPLIANCE, WHERE APPLICABLE. DATE ITEM #�S DAN HANSEN' BRANCH MANAGER E OWNER =PERMIT NO. F' 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 , x>� I r , �A. rs "k+ Date'l Inspector y'''am REV 1(/l COUNTY OF BUTTE s ` BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES �.t .-: • 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 ;h. 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER =PERMIT NO. F' 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 , x>� I r , �A. rs "k+ Date'l Inspector y'''am REV 1(/l COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road„Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work iscomp ed. If you have any questions pertaining to this matter, or need additional explanation, plea contact this office immediately. /-�! Ad'!� C cv_ h'Ski t) G: om a 6+ I1 4 Date 2 Inspector REV 10/9 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE s --:11215-Z PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. •i` S y _ o<r Date j Inspectors fl �' REV 10(92' 0 92 \ COUNTY OF BUTTE. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA -.(916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 `! CORRECTION NOTICE > - 2- 'OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at µ the above address and should be corrected. Please notify this ce when correction of work is completed. If you have any questio ertaining to this ter, or ne d additional explanation, - please contact this office immed' I JFK' " �, l� C'� rr.� �'`` c � c: �%-� i � • �. Date .��z-/�j� Inspector JA . REV 10/92 C p. A routine inspection indicates that the following violations of Butte County Ordinances exist at z. the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r� - r ,s a ,per Date Inspector ` REV 10/9, V, COUNTY OF BUTTE BUILDING DIVISION - o `. DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 ' 747 Elliott Road, Paradise, CA - (916) 872-6307 i/ CORRECTION NOTICE PERMIT NO. p. A routine inspection indicates that the following violations of Butte County Ordinances exist at z. the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r� - r ,s a ,per Date Inspector ` REV 10/9, ;X, 1 ' . COUNTY OIEBUTTE • _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES t' 1469 Humboldt Road, Chico, CA - (91 P) 891 w2751 r 7 County Center Drive, O 1oville, CA - (916) 5384541 747 Elliott Road, Paradise, CA - (916) 872-6307 4 i' CORRECTION NOTICE - S �z 7G . o 1. OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please co tact this office immediately. i yu v,'c�_ v -c-✓ �.SGo✓ �lO,DYL v -Go/ mac, a► _ '` ! -d7 �'&f Je l4 It k; ?1 /"/7 _ 'Z� S v_ . r "+c .1 3 Date Inspector REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7q'5 j PERMIT APPLICATION DATA SHEET OWNER S A. P. No. Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE'RECENED BY 1. All items have been submitted . ....................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . ........................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ......................, 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10 ees of $ . .......................................... mpact fees as shown on attached schedule. .S. /.� 12. California Department of Forestry plan approva fees !a./.D.//7S`s ....7 13. Flood elevation letter (100 year flood) by Californ ngineer.................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: - (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy).Fty.N� .... . 20. Pre -ins -inspection for Pre -Inspection requ� p required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22.' Certificate of Workmans Compensation Insurance . .......................... 91 Owner_ Builder Verification (Given to owner , Mail to owner �. .......... . 4. Recorded copy of Agricultural Acknowledgement Statement . ................ 25. Letter of signature authorization......................................... r 26. Copy of recorded deed of parcel creation and 60 right of way to'a public road. .... . 27. Letter of intent on building use . ......................................... , 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... ;31. Existing violations/expired permits . ...................................... '32. Plan check list . ..................................................... 33. 34. When you issue the permit,rocess as follows: Mail to owiAe.. Mail to contractor. Telephone - and hold for pickup at office. Deliver with inspector. Other .41 44 Parcel Creatio Acreage Applicant Date!G- 9 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent -e Health bept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: '�Z Contractor, designer, owner, was advised of above required data by phone ✓mail Counter by_ Date O- -QS Contractor,• designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by "yk Date // ("TT Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works (4. TO: r Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot An an.lea C Floor Plan rlan shod Owner/dation AP# PP g Po Supply: Plan Approved for: Sewage Disposal a / Water Su 1 : Public Private Well Clearance for bedroom &k home. Other Hold final for: Final clearance O.K. for: NOTE: cv 8r I E Environmen Heal'N Specialist �ioV` a 9_� Date k � � � � � /� | \ :� .\ . � � � ( � | � � aa bi � � � % \ - to aa 2i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES J- BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-75`41 OWNER D A. P. # PROPOSED BUILDING USE DATE/ CHOOL DISTRICT FEES, (paid at District Office) SHERIFF FEES (paid at Building Division) Residential...... x =$ unit amt. Commercial (sq.ft.). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.).. x =$ sq. ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) REC. # DATE REC 9. - OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit: .x,*ti <� •. DATE 'APPLICANT r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building). + School District Building Department No. "A. P. Number O L 3 /Jurisdiction: 0 City County Property Owner (7 z/ C— Property Location/Address Subdivison-'; Lot No. Lp Residential Development © 0 Sq. Footage v� No. of Living MHI Addition (Group R) Units Commercial/Industrial New Addition (Floor Plans reviewed by School District Personnel) District Identification No. 1 6 0 0 4 7 6hirnAp 7"AAh �X%4,1 School District certifies that (Street Address) (city) (State) y -r Sq. Footage (Including Exterior Roofed Areas) —Q .�. Date (Applicant) (Phone Number) (Zip Code) has complied with the requirements of Resolution No. / 0S 9 v by payment of $ representing 0Jq0 square feet. resentative Paid by Check # Remarks: Bank Number Paid by Cash AB 2926 $ FULL MITIGATION $ y/Nl If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified. by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (11/94)dmm COUWY OF BUTTE BU{LUNG DEPT 0 C T 16 895 LAND DEVELOPMENT BUILDING [ ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Balding Peim"o. "/ c�> oZz�? / l� OWNERS NUMBER:( +1 —ln >o�' �o/ NAME: PANT LAST NAME FIRST COUNTY ZONING DESIGNATION: P0 D FLOOD ZONE: %C FLOOD MAP: Z 5-0 H 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 LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITION /L%vivizLG,. c�'e.lzs �ft-u.�ej . MAP INFORMATION: DATE OF'RECORDING D1-4d6*L• Z 5. '1994,10T 46 BOOK �s PAGE 6 G 6 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP,RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES IC NO . 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 BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. X 1. Maintain a 50 ft. building setback from centerline of road. 2. _ 3. 4. 5. Maintain a ft.building setback from right-of-way/centerline of i Maintain a 100 ft. leachfield setback from all existing Wells. Maintain a ft. leachfield setback from Pay wate�'tender fees in the amount of S t o to Battalion Number "'of the Butte Courity Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. " 4290..4• 7. Connect to a public water supply. 8. Connect to a public sewer system. 9. 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. _ 10. Pay T.D.D. (Thermalito Drainage_ District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phonenumber below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 13. A traffic mitigation fee for each new or additional living unit shall be paid.' Pay the amount"of in the Oroville Area Traffic Mitigation Fee Agreement. P'eymw# to be mmft to Me Plfern&w Dh sfm7. ` '° as stated _ 14. 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. 15. Deer Mitigation fees are to be paid; if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. 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. 19. 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. f 20. 64-cH 1:7 4 em co Gor SH�c lzigvaf 3 0�� sfi'eai �a r�; .5-,v are - k 21. ��(..� oo ��e >j e e Jud= ty e r&www-0f1 w i AI 30 i;, aecv� � <•v�f� ARRC'0? ro / 1° 22. YoaSt, ALIG. - shc26/ �e C�ir�fi'vc�� oJ' eel"e- ,d d+� ,b�N�✓ ✓oo�+.� fwGtX/ ru 1 edz&,K 1d � c,4 Q1 eA,145 a,,,/ �°� ,Oo f� Un• ►^1�/vJi� X23 .i'dG% a-5GA S �� G FirsGIUfe X 24. C 25. 1Y1_r.� ,fir .0�i"00� ,mac s��(r X 41 It co, -s 1 NQ 1N3WdO13A30 aNdl awe :!0 :UNI100 5661 6 Z 10 0 MUM LD 9/95 - CAWP51TORMS.K\BLDGPERM.CLR Permit Applicant: M.O.P.S., INC. Assessor Parcel Number: 041-630-001 Permit Number: 95-2521- Date: 5-2521Date: 10/31/95 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, spec ftcations and calculations as follows: 1. SEPTIC TANK IS LOCATED UNDER DECK—REMOVE. 2. ALL EAVES TO BE ENCLOSED. 3. DECK MUST BE ENCLOSED WITH SOLID COVERING. LATTICE WILL NOT BE ACCEPTABLE. 4.' PINNING DETAIL ON PLAN DOES NOT MATCH RECOMMENDATIONS IN GEOTECHNICAL INVESTIGATION DATED JUNE 6, 1990. PLEASE RECONCILE. 5. PROVIDE ATTACHMENT AND FOUNDATION FOR STONE FACIS. 6. PROVIDE HANDRAIL FOR BACK STAIRS PER SEC. 330*6(I). 7. PROVIDE CLASS B OR BETTER ROOFING. ,-8. PROVIDE ENGINEERING (CONSTRUCTION DETAILS) FOR MASONARY PRIVACY WALL IF ANY PORTION IS OVER 6 FEET. 9. PLEASE NOTE: ATTIC ACCESS TO BE A MINIMUM OF 24"X30". 10. TRELLIS IS NOT OPTIONAL. REMOVE OR PAY ADDITIONAL FEES. 11. RECHECK SPAN ON DECK JOISTS (2X6@24"O.C.). 12. PROVIDE SIEMIC BRACING ON HVAC LOCATED IN ATTIC. 13. TRUSS 9 & 10 ARE MISSING FROM LAYOUT. 14. PROVIDE CONSTRUCTION DETAIL, FOR SHED ROOF FRAMING OVER MASTER BATH. 15. DECK APPEARS TO ENCROACH INTO SIDE YARD SETBACK. (MEASUREMENTS OF STRUCTURE—DECK—SETBACKS—DISTANCE TO PROPANE THANK = 102' THIS DOES NOT INCLUDE WIDTH OF TANK. NEITHER TANK NOR DECK MAY ENCROACH INTO SETBACK. PLEASE RECHECK FIGURES AND RECONCILE. 16. PROVIDE CONSTRUCTION DETAIL FOR ATTACHMENT OF ROCK VENEER TO CHIMNEY. 17 ENGINEERING ANALYSIS OF STRUCTURE HAS NOT BEEN COMPLETED AT THIS TIME. I WILL CONTACT YOU IF WE NEED ANYTHING FURTHER. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4: 00 P.M., Monday through Thursday. �D�j:✓ rvi� Jia Q �or�t�fa�- (,c,)i G( GLdcl�2s5 � Yesubrr�� MARTHA WHITNEY - PLAN'CHECKER II All construction shall be done in accordance with plans as approved by this office. If structural other significant code related changes to the plans and the construction are proposed, the follow,. _ procedure must be followed prior to allowing the change: 1. If the plans are prepared by a registered engineer or architect, the plan change must be resubmitted for approval with the consent of the engineer or architect. 2. If the plans are prepared by other than an engineer or architect, the plan change must be resubmitted for approval. 3. If the change is simple enough to not require resubmission of the plans, the changes may be made verbally through our plan checkers. 4. Energy revision will require resubmission of energy design compliance and documentation. NOTE: In all cases, both the job set of plans and our file set of plans must show the approved changes even if only accomplished by a written and initialed note on the plans. v `4%errtaiangirrrevisiorrs, charge -for one hour ($46.00) 7MOTIs. Occasionaiiy-ihere-wiii be major changes that will require more than one hour charge, those will be charged accordingly by the plan checker. However, collect the minimum $46.00 before accepting - the plans for revision. Also there will be. times when a v_yr minor change is requested. This may involve one beam change or maybe a door or window change or one or two trusses. This type of minor change may be charged at 1/2 hour (or $23.00) only, if revised plan is clear of exact change to be made. without client having to explain the change to you. 0 There are very few changes that can be done in 1/2 hour because of your time at the counter, our time pulling A.P. files, pulling original plan, comparing new with old, checking proposed change, re -filling A.P. jacket and plans, making deposit, etc. Therefore, collect enough.money to cover the OWNERS NAME:—/ , �^ ��'' DATE: Permit Number:' �S— 02 �7 A.P.#: 3 _0 b ( TME. [ esidential [ . ]Non -Residential Received by: Receipt #: [ ]From Data [ equested by Plan Checker[ ]Engineering[ ]Other: [ ]Requested by correction notice: Item: Location in building where change occurs: When approved, process as follows: [ ]Mail to owner: [ ]Mail to contractor: {[ ']Call: and hold for pickup at U office. ]Deliver with next inspection.. REVISED PLAN CHECMES PAID [ ]$23.00 [ ]$46.00 [ Additional fees not required j May 1995 3.13 RECORDING REQUESTED By: 95-36298 „3 HID V&LI ET11RE 9 5-036 G9 8 1 R e c Fee 12.00 And when recorded mail to: I Check 12.00 Building Division Recorded I , #7 County Center Drive Official Records I Oroville, Ca. 95965 County of 1 Butte I • Candace J. Grubbs I Recorder m 8 -Oct -95 1 MVTC VS 3 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 frotn the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: Date: 1OZ6�iJ PROPERTY OWNERS: M.O.P. S., INC., A CAL NRI DOING BUSINESS AS �:WZON - BY CLAUDE WEIC=, VICE PRESIDENT State of California ) cowYULWt1l1��U1�119Omnuummrnnauas7"u"�r� EAL Countv of /� ) ®'9tad DONALD DRIVON M On / / before me, �► -c �d� /� G' - t, QT�+Y t�uawCW u'I�lrpgNtA .�o /1 /�/% A /s /% MSIC.MobVIMMW m Q pL 24.1997 g personally appeared ��X�� �E-e_ / /4��'r� ""'�"""""""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/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. rsututtntstt:gaittrrtScstt;tsttusuat,rt•n.•r g WITNESS my hand and official scat OFrICIAL t rJ 1_ iy=#� (j©MAI.> >R4VUPB E4I0TARV I'L4L•LIC - CALWORNIA Si};natu '� ' kcal: jy[ R4 (itcttvlhafOti I�r��tnr3 6npt. 24.1997 .f.•,.�^''�Ktt"Y: �ai!(t[t'att[tcicanuts•• t:;^�+ A. P.# /— (o 3 6 — 00 / NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A.- l ' r Instructions for recording Agricultural Statement of Acknowledgement: 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 if 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: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). OVER -- 005-36298 ORDER NO. BU -142981-2 DD DESCRIPTION: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL.I: fiAT 46 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY. OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60 THRU 64. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED 5-2-21 --G �c— S;e_�u,C 4J - / G & 3 7 ,. BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL II• A NON—EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO LOT A, INCLUDING -INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60 THRU 64. PARCEL III• AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, 'CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED PARCEL IV: CONTINUED ss-3s2ss 3 ORDER NO. BU -142981 -2 -DD BEGINNING NORTH 09 DEG. 27' 14" EAST, 269.26 FEET; THENCE NORTH 15 DEG. 00' 04" EAST, 391.45 FEET; THENCE NORTH 05 DEG. 32' 1911 -EAST, 187.07 FEET; THENCE NORTH 33 DEG. 13' 45" EAST, 143.71 FEET; THENCE NORTH 68 DEG. 49'57" EAST, 201.63 FEET; THENCE NORTH 75 DEG. 48' 47" EAST, 151.14 FEET; THENCE SOUTH 81 DEG. 37' 06" EAST, 235.74 FEET TO A POINT IN THE NORTHEASTERLY LINE OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 102 OF MAPS, AT PAGE(S) 25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 34 DEG. 25' 58" WEST, 143.34 FEET ON SAID MAP. SAID POINT BEING THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. END OF DOCUMENT hStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 Civil Engineers • Planners • Surveyors 916-893-1600 TO: (fDU Dit-- 23072=-F Job No. S52f3 Date Df/ /3. / 9jE Q)R,QV GLE Off« Attn. /��l&2l 4 wi'l-AlE-r PROJECT: /�'!. D. C : S. ��5/DPJUC� F�� l ✓/�Y1/111i4/N DfIrC� A ?N/iT A/0, X15 -2 52/ TRANSMITTING _ Herewith Personal Delivery Separate cover STATUS: Preliminary In Progress Final MESSAGE: C. C. TO THE FOLLOWING: FOR: 2 575Approval TAM Lt/�rf>�I/F� Information CoPr o� raU,e n� �sr-- LtJ� R�FE�t/G E 7'2 CLAu�� SUBI✓r177�fL, Signed Checking Your use Files rocessing Review -comment As requested K I Permit Applicant: M.O.P.S., INC. Assessor Parcel Number: 041-630-001 Permit Number: 95-2521 Date: 10/31/95 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: SEPTIC TANK IS LOCATED UNDER DECK-RE1,,IOVE. SffT, / �. ALL EAVES TO BE ENCLOSED. -!5YT-1 ✓3. DECK MUST BE ENCLOSED WITH SOLID COVERING. LATTICE WILL NOT BE ACCEPTABLE. 5fr / V/4. PINNING DETAIL ON PLAN DOES NOT MATCH RECOMMENDATIONS IN GEOTECHNICAL INVESTIGATION DATED JUNE 6, 1990. PLEASE RECONCILE. .,,15. PROVIDE ATTACHMENT AND FOUNDATION FOR STONE FACIS. 5AIF 9 v6. PROVIDE HANDRAIL FOR BACK STAIRS PER SEC. 3306(I). S5HT. 3 fl. PROVIDE CLASS B OR BETTER ROOFING. 51J7' /� 2 ./�. PROVIDE ENGINEERING (CONSTRUCTION DETAILS) FOR.MASONARY PRIVACY 14ALL IF ANY PORTION IS OVER 6 FEET. '5Hr 2, 3 ✓9. PLEASE NOTE: ATTIC ACCESS TO BE A MINIMUM OF 24"X30". 5h17- 5, Co ...lU. TRELLIS IS NOT OPTIONAL. REMOVE OR PAY:ADDITIONAL FEES. RENol4SO V 1- .RECHECK SPAN ON DECK JOISTS (2X6@24"O.C:). SH7- ¢ /2. PROVIDE SIFA,1IC BRACING ON HVAC LOCATED IN ATTIC. ✓13. TRUSS 9 & 10 ARE MISSING FROM: LAYOUT. -rRZI GyGGS — 71 400;1,5T7/T/o ,g�V� � %fJyT �`�2 �PCKFf}GF_ " xlR/TT�Al X55 J ,14. PROVIDE CONSTRUCTION DETAIL FOR SHED- ROOF FRAiMING OVER MASTER BATH. AVO 5/-/,e;0 � Nz7X OS, 722 alln D 7P4 -1s5 ,4/--�:5 11/,441- co�ls7- ✓15. DECK APPEARS TO ENCROACH INTO SIDE YARD SETBACK. (MEASUREMENTS OF STRUCTURE -DECK -SETBACKS -DISTANCE TO PROPANE THANK = 102' THIS DOES NOT INCLUDE WIDTH OF TANK. NEITHER.TANK NOR DECK MAY ENCROACH INTO SETBACK. PLEASE RECHECK FIGURES AND RECONCILE. 51-77 7 / ,.,1'6. PROVIDE CONSTRUCTION DETAIL FOR ATTACHMENT OF ROCK VENEER TO CHIMNEY. 5if 2) `I ✓ii ENGINEERING ANALYSIS OF STRUCTURE HAS NOT BEEN COMPLETED AT THIS TIME. I WILL CONTACT YOU IF. WE NEED ANYTHING FURTHER. DK PES' /1'I/9IZN4- If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4: 00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER II LONGFELLOW LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0 0 Customer: 014 Ezx-- 4E- Job No: Address: *^lam OAKS <57sP-a7-lErS AP#: �I I1vC. Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 ❑- hA[11 r rnll NIC tAlI TYP. NOTCH trongback• o� _ @ 24" O.C. nail to ledger tia 3.5'1 Max. 12" O.C.) \ A35 OUTLOOKER Ledger CRITERIA (nail to vert. — H3(K) w/2 -10d nails) Gable �. DETAIL 'A' • (T) Max. SYM ABOUT (P1) (N) ! Max. 121' Min. Outl 241! Max. (G) . 16"O.C. I (N) Max. I (S1) Ledger \ (sl) CONTINUOUS SUPPORT (P1) Peak plate to match common trusses. (S1) Splice plate to match common trusses. (III) Heel plate to match common trusses. Gable End (M) 2X4 F.L: #2 or BTR Strongback brace f .Varies * 6 . lod =nom Max. Length without bracing (N) NAILS STANDARD D ` 3-104 STUD_— #3 NAILS ®Ttl t3L00E (AGI EM n1=TA II I vq1 I Roof Materia Outlooker Gable end CD 109 �• Detail TWO 2X6 FL#2 Ir Fetter (G) Gable end design based on 75 MPH Detail "A" i \ wind load, exposure "B" at 0-25 Ft. 5 1 (M) mean height. I 2X Ledger �_� (C) 1X4 continuous lateral bracing for , brace (strongback) member longer than _ _ 72". Attach at midpoint of each brace Strongback Aomm C W/2-8d common nails, braced at 55" O.C. TRUSSES (0) Option to web plating: -use (3)-2" BRACING DETAIL wire staples (0.072 Dia./15 GA..) toe- -- -- —' nailed thru chord into web & thru web P1.atli_._ Max. Web I.enc�th—__ into chord on one face for a total of 1X3* 2-8-0 6 staples. (P1), (S1), & (111) must (0) —* --••••-•_....__.__._-- be plated. \ 2X4 _ 8-1_0 (T) Refer to Simpson Catalog C -94H-1 for 3X4* 13-6_0^- \roduct attachment specification (attach �.. A35 In F1 dlrPctinnl- NOTE: This detail may be used for trusses with pitched B.C. also. (K) Spacing for 114 = 56.01' o.c. Span to match common trusses I NOTE: CHORDS TO BE 2X4 FIR -LARCH #2 MIN. (2) REV 12/17/93 - FM (2) (M) 2X4 HF #2 MAY BE SUBSTITUTED./rj SEON-- 50006 ALPINE ESG11ECAED PPODUCIL INC.TRUSSES PEOUIRE EXTREME CARE 1 0 T= T= T= 0 0 NXIMPORTANTKIf SHALL 1101 BE RESPONSIBLE FDR ANY WARNING IN NwOL11c. EPECTIOII Aero O(E O O O O DEVIATION FPON THIS DEFICIT 08THESESPECIFICA1l01/S, OR Alit BRACING. SEE IIIB-91 BY IPI. SEE THIS DESIGN LIQ QR O O O O FAILURE 10 BUILD IE TRUSS IN CONFORMANCE BIIN 0516a BY IPI FOR ADOIIIONAL SPECIAL PEONANEIII GnACIIG PE Aye P O O O O ALP11E C0I41ECIORS APE MADE OF TOGA QALY. STEEL MEETIIIB ASTM OUIREMENIS. UNLESS 011E"MISE IOICAIED. IOP h p p O O A446 64 A EXCEPT AS 180190. APPLY COINECTDRS 10 EACH FACE OF FJ090 SISALL BE LATERALLY BRACED WITH PnQPER V T= ALPINE O TRUSS AIA 1AILESS OTHERWISE LOCATED ON 11116 OESIGL POSITION LY ATTACHED PLYWOOD S1EA11014:, BOIION CIORO 05 2X4 F.L. lumber grades Max. Length without bracing (N) Max. Length W/strongback brace (S) STANDARD 5-11-0• •11-10-0 STUD_— #3 6-7-0 13-2-0 13-2-0 6-7-0 112- _. _...-- #1- -_ _ 7-9-0 15-6-0 7-9-0 15-6-0 01 & Better 7-9-0 15-6-0 SS -- -- 7-9-0 15-6-0 O O COINECIORS PER OnAWINGS U0. 130 0 ISOA-F. OESIGI SIA OAAGS WITH PROPERLY ATTACHED PIG1D CEILIHre -- SEE N0. C 4384 p �+ moron M/APPLICABLE P/OME OF NOS C IPI. All EIIGIIEMS ALPl1E TECHNICAL UPUATE I1/1/011 FOR PnOPER OO TRUSS O O SEAL ON Inti BRA MIN. APPLIES 10 E COIWOIEnN 1 DEPICTED HERE DRYWALL APPLICATION. FUISN A COPY OF IV(4).IS * I • 63097 C'm c O o C=1 IN OILY. AID IIALL 001 Of RELIED UPOn In ANI BIER WAY. DESIGN 10 IE TRUSS EnECIIoN COIIIRACIaRM , f� CI O 4 --IPI TRUSS PLACE ITIS IIIDTE_ Iro5 1991 INA 110111E O[SILII 9P[CI/I[AII011 /Dn WDOD [OIK NNWI[IIRN •/I.. (1) Rev.6/19/92 F.M. (Misc. details & notes) REV 15.6.5 SCALE o 0.5000 DESIGN CRIT: UDC REF 40532-R427 4� TC LL 30, 0 PSF DATE 05/06/92 C DL -15 .0 PSF DRWG' CD 109 nN✓ c� DL (U) 5. 0 PSF CA -ENG FM ,i `- - 9 T.LD.� 50 . 0 PSF 0/A LEN_. VARIES 1 . 15 _ PI TCI -I VARIES a\P, _1R.FAC. ZPACING --. - - - -- TYPE GABLE EN(] f /. Job: 11 /.T2 24' SPEC COM TOP CHORD 2x4 FL $1 BOT CHORD 2x4 FL $1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE. RESPONSIBILITY OF THE TRUSS EERECTING, TRUSSES NARECTCAUTIONEO TTOSSS EEK ADVICERB. Y ALOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. -Ir t THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS] SUISHIFTE0 9Y rmubb mrn CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c: rn (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: ro TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.00DO.C. A RIGID CEILING OR COYTTIMMS LATERAL BRACINS AT 72.0011 O.C. MUST BE Ln PROPERLY ATTACHED TO THE BOTTOM CHORD. m a En ru 10-1-13 3-8-6 10-1-13 24-0-0 -0- 24'J OVER 2 SUPPORTS R=84a# K -3D8 R=848# W-3"8 0 0 o c� p o p OkS O C C * R I MPORTANT * RSnAE ;«p� sc p rs� �� Alit CE/LCTCUL rpOY. MLS DESIGIr Op MISE SP�IFICATlrtjs. OR Atli FAILUCE TO BUILD 1NE 1DUGS IU COSROMMU VITW CST88 BY 1Pl. ALJ'tIR COUMETM UM PACE Or 7O9A DLLY. STEEL KETI1D 1SIM ANG GR 8 EXCEPT A5 1YJTED. ACPL1 WrIECTCCS TO EIU-i FACE ;F '`PUSSare MASS o+/+;s11 E tCCATED 01 TU:S OESIGIL F%t1171T OOIILECTORS PEPDaCrM7S".157CISO". OCSIGI STA/Dla1S a l w MES ouunrJ 4Fi1.W KlAppuctme 1I500 TLE CCN'OvERf DEPT lE9 I C Irl OLr. AND 30M HOT CC FELLED 1901/ 9H AIR O1HER 1141. Y�ARNI N�� I�,U�LY �EAECT!UI NE �A 0 En4]103. SEE MLS -91 91 M. SEE TRIS CESIG11 rO4 ACOITLCHIL SPECIAL FEWA ERT 89=1119 FE CJ1tY1CiTS. Y.LESS O1pER115E [IGTC461M TCP C:7r8 S-1 3E LI tE RAll1 BPACEE 84TH PAOCERo Li Ar1AUED oLle.07 SWAT t11T 80!701 Curry 1rVH »GPEF!i ATIAC1iD DIG[D CESLM, -- SE[ Jp1rALlTAF�'rrCI11100.4 g1ISH 'ALCCP/ Or THIS OESIGU t0 TAC TRJSS EPECTIGH COIIrWTOR. 1 O C= O O O O .ter - .a.- -.rr /..err nrrP .Am . t"t VAT190AL MUSH SPECIFICLTIEII Pop MOOD CC1151RUC11O1 _ 11101-1-/F Hey 1/.Js fS TC LL 16.0 PSF p??,Of TC DL 10.0 PSF 9A iy C OL 5.0 PSF c C LL (U) 0.0 PSF OT . L0. 31.0 PSF IF UR.FAC. 1.25 RPArTHr. 24.0' e - U.e3uu !7--79587 10/11/95 D 8427 95294912 vs�� T2 24' SPEC CONN TOP CHORD 2x4 FL 01 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard : W3 2x8 FL iii: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEA NDS -91 TABLE 7.3.3. Em THIS OxG. PREPARED FROM COMPUTER INPUT tLUAU5 4r U1nCrxA4ur9al auo"AA lcu o. n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE C REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. N tU) 10 PSF BC LL CHECKED PER USC CRITERIA. 73 A IN LIEU OF RIGID SHEATHING: N TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.00°0.0- `1 A RIGID CEILING OR CONTIM MS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12-0-0 12-0-0 2-6-0 1 24-0-0 2-6-0 24' -i OVER 2 SUPPORTS R-870# W=3 „8 R-874# W-3"8 .4v 52 R) rt_ I . I i V,,- /Llr IYC O . ___ iI*IMPORTANT*1�'1Dt1E e11jpZX4Ep o° o`A'n. ur,. re R NIT WARNING, " 9EOU[IE E7TI.NE C1Ra LI KA-IJLIIR. EPEC7304 SIM rtrt t Q4.Yf[S TC LL 16 . () PSF REF 8427--79588 O O O O O 9HALL 17AT EE PESPQI9TELE 01 1 IPI. SEE 7FRICII6IS 7AT QFLD TC DL 10.0 PSF DATE 10/11/95 p p O O FAIWPE To BUILD THE IPL -59 74 t0fOp/4�119DI *SIBS 0'1/I IP1. PfETII d ASTP. 1. L.L.016 LISPECIA'i PEOWENT 017EIEpCu1S. laaess oPllpatss INa[ulm 1cp c3� 9 �y C OL rJ . O PSF DRW CAU9R427 284573 p o 0 o ALP7.lC CO11lc7on ape NICE Or ICaa oai. SeEL ACAS OP & E/CEPT AS Ia7IE0. 1PPLY COIAFCTV5 TO EACB FACE Or CWM SN1LL BL LLTEPI:LT eQ9f.[0 Ir11N PPCPEA 4 LA .e C CLL tV) 0.0 PSF CA -ENG MD C= a p O ALP I N O 7= [FVJSS LLD UQA3S oT[Ew1ISE LCCA7E0 CIA THIS OESIM iCSETI7IA LY ITTACN 0 PL•NOOQ S4Ea:H7r4'. W1124 CN}7D Nl:q cPli4'PL/ AiTAtlk'D iiGIO CEillo — SEC IIM. Cd3 A r ,1 BQ,A DT Lb 31.0 PSF I It p p pIUPECiWS PEO OPa4ttDS 139. {SO i lfVii-i. OCS tGA SIArDIPOS ED Ir," WepLECAMS PaOY(S3VM Cr WS C IP1 Au EOSIrEEP's ALPIIf XCINTICAL SATE (7/1/971 FOP Ft . . � �J IIUIII II�'' II I,I�IL I �) p TRUSS 1 ROSS O SEiL CN TMI9 CAW31,G APFLIES TO TFE CVKfIUIT CE?ICTO PEPE IMS CAIdALI AP;LICPTIQI. FLT611b1 A C4'I EF SMS [iI% UR.FAC. • �I�I 8 1''`.Sllll3ll IFt IUII 1''t99B31''I�YjI BB p 1N OILY, VD SKILL 1Hl BE PEIIm LiRI III 107 OU/F� Yaf. LYSIEII TO TK IPL59 [CECT771 ClM17Aa:TCA• y PAC N SPACING- 2d. Q� G O O O O O _.e. . •-�c-... 1NE111.17 K" . [Sol OATIO:IIL CESISII SPECIY1EATIC!1 rCA NSW C'.•05im-5104 Job: [MHEI--IN-IN CUSTOMER CIAUDE y1fElCHEl1 i8 24' COMM THIS ONG. PREPARED FRaN COMPUTER INPUT [LOADS 6 DIMS ENII IONS) SUBMITTED By /�1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE TOP CHOR[} 2x4 FL 801 CHORD 2x4 FL #1 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. Ot WEBS 2x4 FL Standard (U) i0 PSF BC LL CHECKED PER UBC CRITERIA. CONNECTOR PLATES DESIGNED FOR GREET! LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING* TOP CHORD TO BE BRACED BY pRopERLY ATTACHED PURLINS 9 24.00"O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.000 O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T3 12-0-0 12-0-0 2-6-0 24-0-0 2-6-0 1 -246 OVER 2 SUPPORTS R=8748 W=3'8 R=8740 WQ3°8 Seq 52192 A 0 0 - - F Rev 17.3s SCALE a 0.2500 PLT TYP - ALPINE— -DESIGN CATT U8 LPIYE EH;U.EEPFO PFWXTS. 11' **IMPORTANT* %aARNiNV, I'�1 oossEs QEOHtPE EAMErc VNE TC LL 16.0 PSF REF H427--79589 0 0 0 0 a 0 NXLL I„I DE PE6PNIBIELE FLnt01 IN 1[IIOLTH3. EQECIIDH AHP OggOFFS TC OL 10.0 PSF DATE 10/11/95 0 0 o c=3 OEVIA1901 MN THIS DESIG+OP IrESE SPECIFICUIVA CR A11f 9HAG110. SEC HIO -PL Of 1FI. _EE MIS CES1107 PE �` � cATL1FE TO BUILD THE IPLSS 111 :OlifOrlHCE WITH OSISB 0f TPI FM X011102 -AL SPECIAL P_PVIWIT 15;"l+" 11C-[C/IE1n TCP �y V C OL 55. 0 PSF ORW CAI/5R427 95294514 O G C=) =0.P11E WO►ECIO+S LPB N10E DF 2SEA 64 -LT. STEEL WE' Illi ISTH 1449 CA O E$CEPr AS LOTEO. EPPLT 0-MG(CtWS TO ELS FACE CF OULPCNE1.TS LI&ESS 0IMPASE CHC41 V -It EE LAIEWP-L1 Blum ■IIP Vve-ER ,� 4 ` "0 `I C LL (U) 0.0 PSF CA -ENG MD ! 1 C-' 0 O LP *NES 1 I- cm 0 TQGSS IND LLLESS 04MFWISE LOCATED 0.1 THIS DESIGII P0511I01 ItiO4-F. DFSIOI 6T/JC1iF05 Lf LTUCTED FLIMOGO SHE/ rZH71; WITCH C111QD ■I1N PIxoEPl1 liT{[FED DT::O CE:L L•Y. -- SEE ,�' CQ384 j �- OT LD. i�]CO PSF jIIjNNj�� `{j1{ '�'JII �IInI'I �IIIIry��I IIII ��II C=3 O CyL7ESMDg � OP7HI1t7S ;�9, 150 6 L1m; Ow a/1PPCICLSLE PHW[S:E[IS CF DOs L 1P1 /11 EIIDI+EEP's ALpI1E 1£:ro11CY- LFOLTE Ir/1/OU FOP Tiv P t. C^P+ C$ THIS * G & 97 . UR. FACT A3 1 `J IIFII llul�l� I�l!'�Ii�u�l TRUSS a 9EIL 71 tP 15 OPdHING CPPLIES TO INE CCW011EH' R'PICIE0 NEPt VAMALL ARFLICUtCH. FLT0R5H . . Ill 77 99 77 ttli "9JJ O 0 0 o O I� [� lE 01:H A1n SHILL tLT DE FELLED :v011 I+1 ll/! O1HEo 1141. _,a+ . IPusn a /r. na<nrulF_ fns - 79Ot lmnona o[st611 001611 10 THE IRLSS EAECTIu1 1:01I1PACTrA. SPECtF:CAATIell FCA NJOD E0WPLCTICIJ SPACING 24.0" 'IMPI --WALK-IN CUs' L/ f.. LCHEL) / T4 23'3-7/8 MONO HIP 8' SB THIS DNS. PREPARED FROM COMPUTER INPUT (LOADS 6 TOP CHORD 2x4 FL iI 30T CHORD 2x4 FL #f WEBS 2x4 FL Standard :W9 2x4 FL 01: -ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. "ONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS 7ESIGNER, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS BY 3ROFESSIONALRUSSES ENGINEEREREGARDINGECONVENTIONALTO SEEKDVICE FRAMING,A LOCAL T CONNECTOR REGUIREMENTSAOFSIMCSB.OE RESEARCHOIN REPORTCOROANCE WITH THE 02949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. Of HIP DESIGNED TO SUPPORT 08-00-00 JACKS WITH NO WEBS. TRUSS MFR. a c (n m A N V USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.00°0c.EXTEND m SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT LA EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE to FLAT TOP CHORD WITH 2x4 HEM -FIR 93 OR BETTER @ 24.00.00. m ATTACH WITH 2-16d NAILS & 2x4 DIA60NAL BRACE PER HIB -9i 13.2-1,b. FIGURE 33, OR HIB -9f SUMMARY SHEET (FRAME 3 THRU 61,OR CA -HIPS IA DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY Tn 05-07-14 FT. OC.. IN LIEU OF RIGID SHEATHING: TOp CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.00"O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4 7-1]-4 15-4-10 _t 2-6-0 1 23-3-14 23'3°14 J OVER 2 SUPPORTS R=2029# W=3"8 R=1837# Wn3°8 O E= O Cf O O O c= G O O 0 0 o a CI o 0 0 C== C=C=3o 0 TRUSS o t7 xmIMPORTANT*xs�ulor of "tv� w.*uE T% IUMT• SEYEArEQI FaCN THIS EES1El/ an r1E3E SFE61rtCAT191I5. OR Alp •ATLLce TO BUILD TPE IAUSS In CO'jo,7PVwmee BETH ustesB, Toot. E ,1`2 COIP.EC/dW AFE MACE OF 204 QALY. 3TEd PEE IIIA ASTM A445 92 5 EXCEPT AS NOTED. AFFL•( tOINECTLPS TO EACH PtCE PF tpfSS M& ltLE55 OOERKISE LMATEO IN T4I5 OESI614 POST"C" CQI4EFtE:K PrA CPAVRNOS D0. ISO S 1691-F. DESMS STAwUX CrrIFOFM WVft(CADLE PWISEWS CF 103 B LP]. Art e311.EER's SE4L ht THIS SRAVIIC. APPLIES TO t1E CQPPpr_OE CEPICIEC /EAE Ll LtIY. ABU SHALL 1107 BE PELIEO 11:01 IO A!IY ODR'A 114Y. 91 N• m CA/011/0/-L-/F Rev 17.3s Seq: 5220] SCALE - 0.2 WARNINGrr�sSEs 4ECBtt:E E,(T4E/'F CAFE pt x41tr.P:S. E3LCT(Cu AID FIR LCDLI seemw-11. vi er pt. S ee ITTBPis ACT s -i .4-011I1S. UNLESS CFW04ESE 1117ICatEJ. lop CC113.4-01111S.G Crow SMALL EE LAI PALL( MCIED 11[r" arcaEP Lf 4TTACHM FLM+.B S%CATHIII: 00[[C4 00RD�� milli PrtyEPL. LttAC1C0 •SG 1•J CF.IL11. — SEE .$.,Ptm TpUCiP_ LOOT (T/T/OH FOR PFTCER On(XALL M -Ft ]CAT[I .4JISK A CC'" OF 'NIS etstGrl 10 THE IftSS ZCEC13011 CCtOAA_RXt. Opp QFES Q.4. V 9A a «O•C438H5 CTa, 91 j`•t4t �%/,� �!%�. Ck !r _ TC LL 16.0 PSF TC OL 10.0 PSF t C DL J .0 PSF LL (U) 0.0 PSF T.LO. 31.0 PSF A . FAC . 1.25 .......-.... CG E' AOnV9: REF 8427--7959 DATE 101111 DRW CAUSA427 1 CA -ENG MD / ( II�I�I�IIa�I'll I'yj VI'I'I III I91III�R 91 N• m Job: WHEL--NALK-IN CUSTOMER CLAUDE WHELCHEL! / 15 35' STUB HIP 14' SB THIS 0116. PREPARED FROM COMPUTER INPUT [LOADS 6 91NEMIONSI 51J6MITTED BY IMM4 pw" C3 TOP CHORD 2x4 FL #1#1 1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE R. SOT CHORD 2x4 FL #1 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. � WEBS 2x4 FL Standard (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. 7° a CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS SONS ERECTING PLATE CT URER NOR TRUSSES ARE CAUTIONED T10 SEEK RUSS BADVICE RBY AELOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. WEm EXTEND SLOPING TOP CHORD OF TRUSS TO HIP RAFTER AND SUPPORT TRUSS EXTENSION EVERY 2-0-0 FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 #3 OR BETTER HEM -FIR G 24" O.C. WITH 2-16d NAILS AND 2X4 DIAGONAL BRACE PER HIP -91. FIGURE 33. SUPPORT HIP RAFTER WITH CRIPPLE AT EVERY 34". NOTE: ALL JACK AND RAFTER EXTENSIONS MUST BE SUPPORTED EVERY 2.0 FEET TO FLAT TOP CHORD OF CA -HIP SET. IN LIE11 OF RIr.IO SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS O 24.00"O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 13-11-4_I 7-1-8 -1-2-3-2-11-2-65-0-le 23-3-14 23'3'14 _! R=6710 W-3'8 OVER 2 SUPPORTS R=705# W=3"B 7-5 N PLT. TYP.- ALP NE C CA 0 - - F Rev 17.3S SC Se52012500 C� G O C a [= o C o (_ �_ _� t= C= t= [= O O tm C7 1= O TRUSS O L� A. O = C= t= C7 **IMPORTANT**ALP1t1i ELGIIEIRIO "Mr -TS, Or— SMALL MY DE PESPWISTELE FOP Siff rMUCIEC10 But D IM TRL$9 I1 ODU�CT11imrsE 4bEFN11`IICStaa aY osill I. AL -IME CC01ECTORS AL3: NADI DF 2004 CIA -T1. S -E6 KEIF314 IST -1 44CS OR 8 C&EOT AS F40TED. &MY CCIWECTC41 TO EAOA FACE OF TA156 4w 1PILESS 01MMISE LOWEV Of TRI9 DE6tOL oa5I1102 WMECIM PER C1111111IC8 130, 150 C 160L -F. MEW STALDA" WNW Y/EOPLIU� PFMISIRq CF 105 11P7 914 ED;iwW 6 SELL CN THIS DRA DG AMICS TO TIE COOKWEYT ®7CTED KBE lR CIIY, Alp SM.LL .IDT IF FELLED Wolf IN Oaf O.IR_G MAY. .--TP. . TR1tls w.Te ,r.Te n.,r ..ea _ 1C 1 .ILTtm REsten WARNINGI4USSE9 REOUIM EXTREME LIRE ]0 MA100113. EP-ictmi AIAD FOR IlG. See HIS -OL Of TPI. SEE KO11TCtUl. SPECIAL FEA4 E"T1419 SWI19Ir/RI 03IFEHBITS. LTRESS OCUIFNISE 11DYAfEO. 10P CM= SPALL FE LLTEPALLI 8PFfiD xRF 4ROPEa LY AtIAMD MfJCCD 6UF7.1HIM BSTTCH GDIN ✓CTM FPCFEFL• ATTANED RISFD CEILIGD -- SEC ALP"B I CMHICAL M -TE W!,V11 FCR Iw6PER ORNIML AFPL1C0101, F:1t11SH A COPT of THIS DESIGII TO INE TFLSS EFEMON CT IMT02. s[fC]f [[AIIDII FCA ACLS C71STitCitdl OQROFfS ��. V 7,0 y 4 U � FiD, CQ,�'J r 91 �f _.%k TC LL TC DL C DL C LL 4U! OT , LD. UR . FAC . SPACIN 16.0 10 . O 5.0 0.0 31.0 1.25 24 • O PSF PSF PSF PSF PSF SEF 8427--79591 DATE 10/11/95 ORN CAUSR427 95284516 CA -ENG MDAkAlz II�IIII�III II VIII�II{IIIJII 1-A m m Job: (NHEL--WALK-IN CUSTOMER CLAUOE WHELCHEL) / T6 35' STUB COM TOP CHORD 2x4 FL Of BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. THIS OW0. PREPARED FROM COMPUTER INPUT (LOADS & DIRMIOHS1 EMMITIEU UY TRUSS CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.000O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00° O.C. (BUST 9E PROPERLY ATTACHED TO THE BOTTOM CHORD. 17-6-0 5-9-i 4 2-6-0 23-3-14 23'3"14 -� R=871 W-38 R OVER 2 SUPPORTS -7050 W -3"B T� C=I O [� O d OAcm [� O O O l� O O O a*IMPORTANT**ALPHIE EMMEEREO PAOXVIs. ILc. SH►_L LOI BE PE.S"CSIBLE FDP AH. FLILL/+E roFEArtaRT�¢ t'WSS tp C3PFCL'1D+C'EWESE FRITN 931f6 BT Fjq1l3. as ,P3. ALPI149L001JECTD43A41 WD! FF 230& GALV. STEEL AEVINS ASIV AUEw 11EAT£PT AS HOTEO. APPLT COIF.CCIoa tO EACH FACE 9F mssA1DULA35Ot107i 15ELOCATED 9a T111S CES1911, 00291390 Cao"TOFS OEM 91H11TICS 130. 170 C 150L•F. M1110R STAAtiAR3S 601:F.. M/APPLICABLE FAVIS:O S OF 14S L TPI. All FW.FtEEA'6 SLAT OH THIS WARIOG ADPL IEs t0 T11E [dl miE11T CEP]CiEC 1[?oE LP C1LY. AID SHALL IDT DE PELUD'DON 3'1 AH/ OTWO 1147. WARNING°nJssES IYc0utRE E11RT.e� cAa! IH ""MiIIG. MC1101 AHD FlUf u+cD1- OE -L I6PLCIAL OEPW7ruTt5 4 IIFit [I CJIaVIEWS. WLESS OTHMMSE 311o1CLTED. a0P CM3m SWLI BE LATEF.ILLI BMM YITR FRCVER Di ATTACT.0 PITMl30 VEQHOM 69T10H CHM ■31R W.61CFL7 +TMCFEO PIOEo CE At 100 — stl PLOP* WERHICIL DPD111E IT/1/4:: FOP PIMA CAMILL JPFLCC+T)DR. PJPH[SH 4 C:Tf OF IH15 OESIGII TO TI! TOJSS ERECTION IC"IPACTOR. TC LL 15.0 PSF OPPQfEs ����. TC OL 1 O .0 PSF 9 y CDL 5.O PSF � U -o `+ L(. (U) 0 � O PSF CQ � . 1045 OT.LD. 31.0 PSFG E1�1, 91 �'f UA. FAC. 1.25 PACING 24.0° 1 REF 8427--79593 DATE 10/11/95 ORYi CA115R42T sa 4518 CA -ENG MO Iyl I I�'I `ILII u .._TPI • TRUSS RATE 3AS13TUTF. IDS • 1951 IUTIC4'3L DESGCvI SCECIFIVAT:tVI FCP FOOD CG'4i10K.TTC11 Job: IWHEL—NALK-IN CUSTOMER CLAUDE NHELCHELI / T7 38' TOP CHORD 2x4 FL *1 BOT CHORD 2x4 FL iii WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. =1 THIS ONG. PREPARED FROM COMPUTER MPUT 0.0ADS SI 01NeNblVNW ,UIIIOL{1cU oT IMIJQ;7 Prn. n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. C (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. a IN LIEU OF RIGID SHEATHING: N TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.00"O.C. 14 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. NJST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 17-6-0 17 -6 - OA 0 6- 35-0-0 -6- 35' -� OVER 2 SUPPORTS R=2215 W -3'B R=1215 W-3"8 -0* rrl to CR N CD A to J PLT. TYP.- ALPINE O O O O O O C7 O 0 0 eoks. C:3 C=3 O O O O O O DESIGN CRIT UBC **IMPORTANT**"°'"` EOGDEEAEO PR.'UUCTA Ir.^ SWLL t1IT BE M9013.1U.E FCA Ulf FAILLTIE TVFWSW TOE TWAS I]II DQI I)WAMCEF16I7H 7 TOO TTT TPI. ALSSUX COSGECTORS LPE HIDE OF 3OOA OLLV. STEEL HFET"G ASTH 4445 Ca 8 ESCEIFT AS 00TEO. APPLI CCU14CICAS 10 ELCH FACE CF IFUSS LIU LCLE95 CIRU ISE LCCLTED CU THIS OESIGIL POSITICA Ca.IfCTO" PER OPAWIt" 130. 750 C ]ECL -F. CE51WI STIUCUPDS cafoal 4/uPLUABLB PRrrlslal5 rs PDS L rP[_ Arr Ba37n_ER•s SEA 09 TW{S OWWI" LAiIES TO THE COWCHEII7 CE'PICIED FENS III aRf. AIX- SHALL Lol Be IELIEO UPa1 117 me OTHER TILT. . — - .glee a.1. 11-11I.TP Ino . 1— ULT1311AL 0[91411 yr�ARNING11B5SE' �QhtM E'IT°ERE "4E IT HIl.:11'.Q, EPEC7:01; LUD ICRCIIL3. SEE LOOE7EOJSLIVrCIAI PiPrL JEuT BVICII.GIHZS lISE QUE4'VEII'S. U1.959 DTTERAIEE tIt]TCAIED. lap CW43 BILL BE LATEPAM OFLCED WITH OCCOSO Lf ATTAOED FLTYOCO 9EATkUla, BUTIgm CHNO 16]14 PPfiiR'f LTIACFEO 16IGED CCILDr -- SEE ILD]IE Z�.'NtIT:L LFDLTE 17/7/911 rca fFtPEP LWfHALL /taPL[CLTICU nr*s[SH R .'OPE OF THIS CCSI611 10 THE Taus$ CuCCTtaI COCAILKTM. SPECIEICATIOII ►CR 10.70 CCISTPQLT {0'1 _ A 0 0 - - Rev 17.3s TC LL 16.0 PSF Vito rt 1�4�q � T/C OL 2 0C . 0 PSF ` 9A L OL 5 . 0 PSF ,} c T 'O_ CLL (U} 0 .0 PSF r r1p' '�. § I^ OT.LD- 31.0 PSFO ({'► f ,7 UR •FAC • 1.25 S C N 24 • 0 SGALC - U.zaio REF A427--79592 DATE 10/ S i /95 ORH CAV A427 95284517 CA -ENG MD n ` jnnIuI 1``I ` 0 r N tD N Job: {NMEL--NALK-DI CUSTOMER CLAUDE KNELCHEL) / 78 38' SPEC GIRD SOT CHORD 2x8 FL IiFL i : B2 2xB FL S� Bet,: WEBS 2x4 FL Standard : W8, W12 2x4 FL #I: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS. IN LIEU OF RIGID SHEATHING: TOp CWRD TO BE BRACED BY PROPERLY ATTACHED PURLINS B 24.00"O.C. A RIGID CEILING OR CONTINUOUS UITEFAL BRACING AT 72.00" O -C- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD - PMIS THIS AREA OF TOP MUST HAVE FRAMING WITH A PITCH GREATER THAN 4. THIS TRUSS IS DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) WHERE SHOWN. sx6 (A =1 THIS ONS. PREPARED FRO44 COMPUTER INPUT (LOADS 6 DIMENSIONS) SU13MITIVU Ilr Muss Ern. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FAB_RICATORKKR s (A) 1X4 03 HEM IR OR BETTER CONTINUOUS LATERAL BRACING TO a BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING SUITABLE SUPPORTUBYLEREC7IONACONTRACTOED R.BOTH ENDS TOA 4 V CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE to REOUIRENENTS OF I.C.B.O. RESEARCH REPORT #2949. Lu N NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION o 0.23 °. CD EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.36 l 1V O T V1 1'14 -L-0, 17-6-0- 3�4 38' OVER 2 SUPPORTS R-2536# W -5"B R-12960 W=5'8 1 1257# rA/A/4fn/-/-/F Rev 17.: W-1 PLT TYP.- AL Z 0 0 0 0 0 0 0 o L7 o O O O G O O O O 0 1� o o ALPINE O 1= o TRUSS C7 v r� O 1= G E= CI - **IMPORTANTNr Atx wr ee PEvme"t�ue Fw AIY DET[AIILtl FPCH THIS ItiMEfl OR UESE SPECIFICLTL0IJS, oR LDP FAILVW TO BUILD TIE rit.ZS JN CWPOPVAICE MIM OST88 80 TPI. LI►ttE COBIfCtO"S APE MIDI OF 2004 sLLY. STEEL HIET1113 ASTM AAA6 IID 8 E%CCPT AS 10110. APPLY 00R1CCIDR9 TO EACH FtCE V LOA.E9S OTII.Wist LtICAUD eIJ IRIS DE8IGt1. F09IFICQ , PER WANIO s 130. Aro c tEDA-s. clslwl sismAP09 IT/APPLICABLE PAOV[SIO18 OF IL6 L TP[ AD EIMOCEP'S IS CPANItG M'M(ES 10 Is* C1DIPQ;E"I OEPICIED FERE L444P�tft- SHIM HOT DE SCUED IVDA III AHI OTKA Pct,OCSICH WARNINGHKP icuoT�EatcnmCAeD OlPACII18. SLE Hi0-9l W IPI. SEE THIS OESI0IJ rug ADDt110111L S"CCGL t@fry3tFfli eWCIA:C PF CUTPEIt111S. UAESS OHE4I11se porcktEO. TCO CHCIO SHALL EE ZMEPALLI DPAMD EI"1 rPRK l( %I A04ED it 111 00 SEAlliOr,. BC1!tit [ Ina PtMJDEPLY "FADED PIOID CEalrr -- SE ALME tECHUIClL WoA1£ 1!/11011 FOO PR[�A MiIIALL APPLICA910`4 FtS+4W A C0P1 OF tills TO 11( IDLSS CP_Ct[VI CCIJIPLCi[N. �- �p:�OIY! ''� ^ `• I ��I.f� tj ,r• ..� :- �" CA3liA$ * T1fL 63091 A �! C Y'L �\� �`� TC LL 16.0 PSF TC DL g0 .0 PSF BC OL 5.0 PSF BC LL (U) 0.0 PSF TOT -LD. 31.0 PSF REF R427--79595 DATE 10/11/95 ORW CAUSR427 95284520 CA -ENG MD ,KFC 14, UUR. FAC, 1 �5 SPACING 24.0" TRUSS PLATE IUSTITUIC. 10S • 1991 UAIJONAL OESJWI SFECIFICAI IOU FM ICOD LII"Sr, 0i101f Job: 1WHEL--1fALK-IN CUSTOMER CLAUDE WHELCHELi / 79 4.6-3/4 MONO GIRD TOP CHORD 2x4 FL M1 BOT CHORD 2x8 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7,3.3. 3X6 G T 4, 1 LJYCi7 L Jvrrvn IJ R=1434# W=3"8 A=12579 W=3"8 ' TILS OHG. PREPARED FROM COMPUTER INPUT {LOADS C DIMENSIONS) SUBMITTED By if THIS GIRDER DESIGNED TO CARRY 35-00-00 TRUSSES FRAMING TO BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT FROM OTHER SIDE. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT /2949. RECUMMENDED CONNECTION FOR 35"0" TRUSSES 24" O.C. TO BOTTOM CHORD: SIMPSON LU28. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. (UNLSPECIEESS.OTHERWISE THE MINIMUMEHEEL HEIGHT OFTED MEASERS HAVE SUPPORTING TRUSSES-) LUNBER IN LIEU OF RIGID SHEATHING: Top CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @ 24.00"O.C• A RIGID CEILING -OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. nf• n. n D c m A N fa N cD a UR 4D A 0 - - FRev 7.3s 1CALt = U.0vl/v PLT, TYP.- ALPINE C= [= f= O DESIGN C T UBC **IMPORTANTX*`Lpr-* E"'1�R" P`K°�T' I1'P BE AESPPISIQE FC.1 4111 WARNINGTiu'EE9 "'m EYIREVE cum I9 Mr. om.i. EPEC:IDD A11D TC LL p4,{{IEf 15.0 PSF REF 8427--79594 0 o _HILL IAT (IV-SEVCis I UC RPJCIL4 SEE LS^EEM O TC DL 10.0 PSF GATE 10/11/95 (� n .•V v =3 N[LWEO70 lPJt1D TUE'PUSSZ'1 CC clvr4f NJI"0StQ6O TPI. FC1. =09110f(-1111 PEMKCJEn1 Tap 7A �y C DL 5.0 PSF ORW CAlISR427 9 284519 L� p O C3 1LP11$ CDI7IECf099 APE 1167E O, 206[ OALV. STEEL KCET110 15111 f146 B EY[Eoi AS 110' ED AovLA p01P$cToaS 10 EACH i(t[ Cf CUIIEMTS. ULM OiA!PK15` IWZCATEq LlfJlo s(Ilu BE l4TERn•-Lf Bi6LED YIIN FfrFFA CLL 0.0 PSF CA -ENG MO i1 o O �ALPINE� CM TRm fdlo UL£SS OTFEi.Y1SE LEGATED 03. THIS OESKII. MITICf1 CCtrimlonS Pin DPAAIUSS 193. LE'! C (EOA-F. DESICL SIAaDAaCS CCILTDIa1 K/IPa 1CAELE 7LTCY:57016 5 Iris L TPl AU El»ID!ER-S L1 ATTAOMD IL1"mCo Stl:A'NI-^G. 00"CH WSPO Yl T1: PFr4EPLV 11TAf16D RIG1O CEIL34IG -- SEE I:P11F 1ECK11M LP01TE (1/1/91) ►ER PM%p r�0, �d i84 s 1^ OT . LD. F11, ff ii 31.0 PSF INIII ^C C7 G DEFiC1E0 FERE O?1aKL 4PRIClT[d(. fLA115K L COPE CF THIS UR ,FAC. 1 CJ O TRUSS O SEAL ON THIS DPAK 7NI APfL1ES fC• 11E CCW3uEN1 uPd(W RI/ 0f1QR 7I6Y. 91 If TO ;HE fal!SS EaECTIDU COCA PICfC1. �%16 C� C= r= C= Cl C� U1 CLT. a0 SHALL HOT EE FELIEO .--TP( - Ta•J35 PL%TE It(sf [TOTE, IAS - flak 1:AII019AL OCS[Gfl SP(CIfICA(IC11 FEE KCOo imuslPUCTItT( PACING SEE ABOVE CLAUDE WIELCHEL) / 710 4'8-3/4 TOP CHORD 2x4 FL 01 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOA GREEN LUMBER PER NOS -91 TABLE 7.3.3. 4 THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 ONAWSIONS) SUBMITTED BY TRUSS MFR. n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUTAEMENTS OF I.C.B.O. RESEARCH REPORT 02949. N IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED SY PROPERLY ATTACHED PURLINS R 24.00"O.C. A RIGID CEILING OR OONTTNUOUS LATERAL BRACING AT 72.00" D.C. MUST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. a m A to EU 1-• 2 -s -a 4-e-12 OVER 2 SUPPORTS R=331#'W=5"8 R=92# W=5"8 CA/0/1/0/-/-/F Rev 17.3s-- SAL - U.a000 LT. TYP - ALPINE - C= DESIGN CRIT UBC **IMPORTANT E'13["E "EO Pe:4wETs I'-- MESodKt3-E FCA Lllf WARNING;7" °=DARE E11RE-E CARE 11 Weill*. ERE:1t0u A'ID TC LL 16.0 PSF AEF H427--79596 1 0/ i i/95 [m C3 p O [� -11LiL 10T EE TPi. SEE 141S [X51611 OgeOfES TC UL 10.0 PSF DATE [� 0 G C=3 C=:)0!1[41104 0 0 0 FFC" INS DES16O CP TIESE SPECSF[CLTIOIIS. CAI 4A! ►etLwE ro Eu1A0 IPI IaU65 [" CCIF^.,P/O10fi NT,195t88 3f TP7. ERICIM SEE "IO -0t Of tpo LDPL7IOW-L SPEgAi PEPPANeUT SRAC(ly Re v C DL FJ . O PSF DRY1 cAusRaz7 95264521 L7 p p O &Mle CUIRECT003 APE NICE Cf 20GA SLLY. STEEL %IETt1G LST" -0 EACK FL_E CF =gVEU1S Lti-E35 OLi.RMSE IIIDI,ITEo1 TD9 CPO%* 6KN L E! LUEFLLLt EPdC!D RIM PWPER 9AY^� -o Q: C LL D PSF CA—ENG MD C� G C= C� L446 FA O EXCEPT AS tOTEO. JPVLT C01)EC10RS rrafss 016 u&CSS OIHMT6E LOCLIEO ON T415 DESISR. POStT1G1 it AT(AC"i0 PLTRQCO SREAL"110. V TTCH OY311D V lttp C4]EQ5 1^ 31.0 PSF VIII o O ALPINE C CC•EECTCPS PL'7 W71111CC 13(:. t_0 C 16:L -T, OCS76R StLI1LYROi EP IRS •- SEE AITY FTYIa[PL`t LTTZaEI R!C70 C...-I.- IECNIICLL kVDA1E (1/11011 TV FPOF£P IE tfll/f OT.LO . IUt01I�II�IIII 111111,1111 O E� TRUSS AStYOA4 1VAPPLtCAOLEPtlOYiSlCtiS OF 103 6 TPI. LO EMPEER'S LE IL IY T"IS CFUUITr. 4FFLICS TO TIE COY.Mt!"T DEPICTED /ERE ALP[IF Ctl1MAL. APFLICAT[QI. FLNIISM L CRP, OE T"ES �% UR. FAC. C 2�J IpG; 'EIIV'LL�I' o 0 [� C 0 0 0 0 1t1 O.1Y. NO 31tLLL 'IDT E! REL[® LPO( 113 tNt OT1EN MAY. ,--TDI . iR P_LTE "LITETO1c lus - Is31 1ullm�L OE9t6" OCSECII TO Fm TgAS ERELTIOR C01TRAFJO4. 5%ECIFICA1101t FKW KWO masllalcunl SPACING 24 .0 �. 0 r R) UI \r N m -IN Ill 30' SPEC COFFER TOP CHORD 2x4 FL 01 BOT CHORD 2x4 FL #1 :113 2X6 FL SS' WEBS 2x4 FL Standard :K15 2x4 FL d1: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: EXPECTED VERTICAL LIVE LOAD DEFLECTION a 0.39 ". =I THIS O1I6. PREPAREO FROO4 COHPUfER INPUT iLOAOS 6 0IHENSIONS7 SUBH[IIEO Bl Illubb (A) TO BEXEGUALLYHEM-FIR SPACED. BETTER ATTACHCONTINUOUS 8dLATERAL BRI NAILS.BRACNG MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IU) 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: Top CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS ® 24.00"O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT•72.00° O.C. MST BE PROPERLY ATTACHED TO THE BOTTOM CHDRD. (W) THIS AREA OF THE TRUSS IS DESIGNED TO SUPPORT AN ADDITIONAL 8 PLF TO THE TOP CHORD. 2'6'4 17-6-0 12-3-2 (w) 8-2-14 -g- 19-1-12 4-0-0 10-4-12 4-5-8 —38' J OVER 2 SUPPORTS R=1322# w=5'8 R=1164 W=5'8 n a c (A 3) a N v Seqq: 52297 0.1875 PLT. TYP.- ALPINE-- DESIGN C UBC CA 0 1401-1-117 Rev 17.35 SCALE **IMPORTANT**`LV1NE "ILMI EO PROM&TS. 30C. Alit WARNINC�`"'�S iE7Q1e E`laE"E aoE is 1110 - " 1/� O& TC LL J6.0 PSF REF R427--79597 OOOEYIAT[W AIE ENI LOC BRAC140. SEE MS -91 of wlaq �,SEERTHISOCE516'U A TC DL10.� PSF GATE 10/11/95 MAI THIS OESI00 SR ETSPMIFICAIICI& ac FAILUFE l0 GUILD 1OL iRASS II{ COIM'owYtxE WITH MOS IT' Tot. EOD Ao•37TEa"t SPECIAL "'M{1""MACTIC 8C OL 5.0 PSF ORW CAUSA427 95284522 ILUUM Cd►[LCTORS ICE I00C OF EOE& 6¢V. SIECt 11FEIIM ASTW OUIMFIEDIS. UI.LESS OTWmJSE ITIl1CAIM IOP LLIEPAALY BP{CEO MITI FRGPER &� MD A./IO GR 0 MEDT AS IJOTFp, lW0 C4IIItCTCAS TO EEDI LACE OF CHCM SB{LL BE 09' O.C43845 8C LL (U) 0-0 �'E PSF CA -ENG ATRUSS t4USS AfO UI ESS VUWp1156 LOCATED C14 THIS OE5TC,Il PoSITIOIA VEP OUNI" LID. 150 E 160&-F. O[SIGII STAIQA4OS LY AMOCO PL{WD70 SfO,lUlO$. 0011001 CMMtau1ECTWS MITI P"OK"Ll 01IAC6i0 RI"It C11L110 -- SEE * Iltt 63!97 jt TOT . Lo 31.0 PSF I'MVI5ICIIS EF 105 C IPI. All V155IMER'S ALP]nf TEICIEIICAL 11PUIE 17/1/911 fop COPE oT lilts C DUR 1.25 IIIIIIjjjjjjjjjj �jjj$I`CEIIF01O111/APPLICABLE IyTj+uSEAL C11 THIS tIUW1In APRILS TO TIE C01a' MIT CEPICTED IIEPE 011MLL APPLICA71011. fW115I1 A co-TPAcIGA. ,r� 'V �� 7 .FAC . G [= G C= G C= III LVAf. AND S11OA IIOI 2E PEum IAPCT Ill Am OTHER MAY. 1..7P7 - Tam PLATE Tomlin. IDR. IICS • 1991 1"TIdAAl OE BESICO To lot From EAUT7611 E51EJ/ %IPICAT[GR fOR 656 CC/SAPOC110O d � SPAC NG 24. 0 CUSTOmM CIAUDE_MNELCHEU / T12 42' COFF HIP 12' S6 TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL. FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING PROFESSIONALUENGINEER SSES EREGARDINGECD TO SEEK ADVICE BY A LOCAL CONVENTIONAL FRAMING. THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS C OINEHSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLEO IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 72949. n WARN ING11J sE* °'G"'a" E/.TREK GL'E I!1 W-JIDL717G, EI[-.CT7011 ASO N (U) 10 PSF 8C LL CHECKED PER UBC CRITERIA. A EXTEND SLOPING TOP CHORD OF TRUSS TO HIP RAFTER AND SUPPORT TRUSS to `I EXTENSION EVERY 2-0-0 FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 oER�Ic1:EIn RRACT'mFE,9I at TPE. 'SEE 11113 77as 03 OR BETTER HEM -FIR 0 240 O.C. WITH 2-16d NAILS AND 2X4 DIAGONAL SUPPORT HIP RAFTER WITH CRIPPLE AT to BRACE PER HIP -91, FIGURE 33. EVERY 34". NOTE: ALL JACK AND RAFTER EXTENLSIONS MUST BE SUPPORTED lu EVERY 2.0 FEET TO FLAT TOP CHORD OF CA -HIP SET. 0.[WtEa 6 B 1LD i9[65 [l CY>FCP1.41RE YrINB Pll.RI ISS FCA AC0[:LO.AL S°EC[AL OUVIEPEIAS. LFAESS OTHEGI/IS: EIDIC"rM TOP Ln C DL N IN LIEU OF RIGID SHEATHING: BRACED BY PROPERLY ATTACHED PURLINS 8 24.0011O.C. Q O O C7 TOP CHORD TO BE CI�)R] :LULL EE LAIEiU:lI BALCEO 41TH PPS --Ea A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE C LL (U) PROPERLY ATTACHED TO THE BOTTOM CHORD. PSF 7-11_4 10-I-0 -- 15-1-12 4-0-0 10-4-12 qX4 ��— I�.. OVER 2 SUPPORTS R-10541 W-5"8 R=10545 W-5"8 A D U S N BC )LT. TYP.- A PIN **IMPORTANT*WLPIRE E14 U1EEKO csrlcuc s =IC Fail Alit WARN ING11J sE* °'G"'a" E/.TREK GL'E I!1 W-JIDL717G, EI[-.CT7011 ASO �yYBEfS TC LL 16.0 10 0 PSF C Q O O O O Q SKUL 'DT BE PESVCRSIBLE TNTS OtR'GI THESE SPEC IF ECStBs oER�Ic1:EIn RRACT'mFE,9I at TPE. 'SEE 11113 77as TC DL • PSF C .�- Q C 0.[WtEa 6 B 1LD i9[65 [l CY>FCP1.41RE YrINB Pll.RI ISS FCA AC0[:LO.AL S°EC[AL OUVIEPEIAS. LFAESS OTHEGI/IS: EIDIC"rM TOP y1F'er` Gh 9,a C DL 5.0 PSF Q O O C7 gvIf4r CClvgCiW+S APE NLOE W 10" GLLV. STEEL VEE -3!.O -11 AS IDTIO. APPLY CO`PIICIOa_ TO EACH TACE Or CI�)R] :LULL EE LAIEiU:lI BALCEO 41TH PPS --Ea � � C LL (U) 0.0 PSF O O Q O a ALPINE Q &446 Gil D EZCEPT MISS AID %XLESO OTIF)D11SE L.7CLTED OP IRIS C4FSIGq P0.4t)IOO SrtIDTP79 Lf ATTACHED PLirAOCD VWHIW. OSTICH COVE, MTP vmaERLV 47TACMD PISi0 CE7LDla — EEE I�R L`�j A e— ^ 84J OT.LO. 31.0 PSF Q =,, CRi•IECTCPG PCG CP111I965 %:C. TSO i 1[01: F. OESIG:1 C@1=0@I WAPFLEUOLE FPGV[SId4 6 1475 C TPI It( EIIGtAE3+'S ALPEIE IECN/)CLL MOVE 17/[1917 FOR vPGtfP 1k r u� G " UR. FAC i • �� C Q TRUSS OWL CII THIS CAAHIIG VPL:ES TO THE CCM7GEIIT CEFICTEO <PE OPINALL APPIICATIQI ILRIISH \ COPt Of THIS MEW TO TIE TPL•SS EPECTIC14 C7aw-1110. ` !, • 24 0" O O C= O 0 RI •jt4Y. LL* SHU.L 110t OE PwEO UPCII in Lift COHER NAV. __EPI - TPMS gATC INSTITUTE. TOS - IGGI gAT90'ILL CfSIGII SPfC1P[CAf]OiI Poa 4G[D LL75TROC7t0•I L SPACING • N ui Ul Seg 52302 SCALE wo. f875 :F R427--79598 LTE 10/1 1/95 JW CAu5A427 96284523 I A-ENG MID w Illopplimplill CD (RHEL--#TALK-IN CUSTOMER CLAUDE kMELCHEL) / T13 42' STUB TOP CHORO 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGIO SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.0000.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS DWS. PREPARED FRO14 COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFF (A) IX4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO a BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A w SUITABLE SUPPORT BY ERECTION CONTRACTOR. 7D a CONNEC70P PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. 5X4 17-0-0 17-0-0 3,X6 3X6 3Xg 1- 34' OVER 2 SUPPORTS R-10540 W-5"8 R«1054# W=5"B -4e' /3 to rn N m A to N Lu T TYP.- 6LPINE DESIGN CRIT UBC CA/0/1/0/-/-/F Rev i7 SS s ALt - U. I0/0 G [� d O �_ f= O E= Q C= t= = [� O O G C C� AtPiNE lJ TTR TRUSS C C= C� [� O C Q O C� I= C� **IMPORTANT* �L°11tE EIGnOEPEO PRcourTs Ilr.. Srsll G01 BE PES'OCuSTBLT FCA EMC CECIATICN FAOH THIS DESIGS EP THESE SPEC IF ILAT ICYIS. OR ANC FAILUPE TO SuIW TBE Igns It: M!IrCRHAl E WITH OSTBB TAY TPI ECC9 CR B e11MT ASP OTIC. AFPLTor GCC MUO" TO R BIIJS ASM FLCE Or IRJGS "Il MrSB OISFAMSE LCCCTED 0!1 THIS OES:C9. POSITIO'1 OJ9I.IJX�7 PIA CP�(Ii 5:0. IS) C 1671E -P. OES)GT SIA �EIAP^-S Collo / IVAMICA LE MUMMIES CF Hot L TPI. All EGOIIF_ER'S SE/L RI THIS CPAW)IL CPFLIES TO TW UPIKI-R"1 KPICIED HEM 11I qAX. AIO SHILL tiDT Bl .FEt1ED 1-11 RI till Ou¢R YAT. NlARNING"G'SSES RECVI4E E'/.TIEHE CTE LI HAIOLIET:. EMC 9VII q.0 EV1LC)CG. Ste MB -9L OC TPI. SEE IVIS CESIIJI FCR LOCI:70 al. SPECILL PEPHLOEIu OOEWNG PE CItFOP5MLL Ev LLATERALL7„E GCEO PITH PROPER LT ATISCKII FLTWOD j�1I113%. lnTTCN twxu .(IlP PCpP2DL'� ATTICIaFO Pt510 CE IL OL: — SES 71 ME IECHICICIL RPDCTE (I/1/9A FeR PACFER 0110ALL RaPLMN71cH n1sinM AL CDPC OF THIS OESICN IO IK IRUSS ERECTIOU COITWCTCR. OppOFfS .A�. W '1A GI 1° V Ir0 /^ .. 64.Iffgj * "A G J09, �p � TC LL TC OL C DL C LL (U) DT .LO. UR. FAC. PACING24.00 16.0 10.0 5.0 OI •0 31 • 0 1.25 PSF PSF PSF PSF PSF REF 8427--79600 DATE 10/11/95 ORW CAUSR427 95284529 CAMD � 1-ryENG pnpI' l�lII�II I�II`III��IR IfI 11tU I` 777 6 OOO UUU .--7PI � HRISS RETE IMSA IUTE. to$ • 1.61_ UAUGHAL 0051G'I SPECIF)LLT10'1 FCR WOAD V31157141JUIC4I 0 r) —F N ul r) CD IN CUSTOMER GLAUDE WHELCHEU / I14 42' STUB CONN TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PEA NDS -91 TABLE 7.3.3. THIS DWG, PREPARED FFM COMPUTER IMAUT (LOADS & 01HEN51oN51 SUBMITTt;O By Imri5 MFA n (A)BEXEDUALLYHEM-FIR SPACED. BETTER ATTACHCONTINUOUS BdLATERAL NAILS.�BRACING CING TO c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A N SUITABLE SUPPORT BY ERECTION CONTRACTOR. A CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE ru REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. to (U) 10 PSF BC LL CHECKED PER UBC CRITERIA, cn N IN LIEU OF RIGID SHEATHING: 03 TOP CHORD TO SE BRACED BY PROPERLY ATTACHED PURLINS @ 24.00"O.C. Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE fua PROPERLY'ATTACHED TO THE BOTTOM CHORD. 21-0-0 -••_ 38-0-0 17-0-0 -g- . T/ iX 4 2'0'1 —L-8- 38' OVER 2 SUPPORTS R-13226 W=5118 R-11640 W-5"8 Se q 52340 PLT TYP - ALPIN DESIGN CR UB CA/0/2/0/-/-/F Rev 17.3s SCALE - 0.1875 C==:)AUS o o *IMPORTANT**LLI'R1E [IR:[NEE0D "KIDICTS. 111C. SPALL HOT EE PESP67S[ELE FCA AM CEY[4IIC11 TOOR THIS DESIGN OR [HESE SPE-:ITIC4TEL1115,- CR Alit WARNINGI""�ES Pe9utcE ECTPEN3 C6R"e IN u41XU110. E1:ECT101 611) BRt-;IIS. SEE 1976-91 of IPI. SEE THIS OES1.9 QQ t}�Fs QE -0 TC LL TC OL 16.0 10.0 PSF PSF REF 8427--79599 DATE 10/11/95 ORW CAUSH427 5204524 O C 0 0 0 0 0 0 FAILUCS T3 BUILD INE TPL5S IN 031FOMICE. 1(514 06198 EY 1P[. ALPII; MUE.1tWe 4Y MPTP W 7+84 QALY. StEEt PEET[N[i ASTM UA6 CA 6 EECEPT LS NOTED. 4CPLI CONNECTCLS TO EXI FACE OF MSS AFG DOLM OtNEP1(ISE L=IM cN TYIS DEStGL KL 91IOH 6MECf0"9 PEA 02400:C.S 170. 1SO C ff/it-F. 7[SLO�I STNDIaES PFC41SKIM OF 903 C TPI. AN ZIIO[.EER'S OH Ta[B wit le,, APJL[ES TO THE ODIECHEUI EipICIED HECE IN d6f. A90 SM4LL NOS BE SlUEC LicT1 ID ANf OIFER N/Af. . _ ,a� �....__.,..... _. _ . ..... ♦. �_.... ICA tDDtt[Ml_ :J't.[AL PEOPNOIT PFACII.S AE OUIa♦JIEIIIS. U'AESS OT[Ef'.AtSE 11101WED. TOP CH?2) SPILL EF LATECALLf EFtCEO "[IN PCCPEPo L! MACIED PLYWO70 S1ECTPOG- a01t311 CH7a0 C:1N FCfiEa.Y Al1lCFED QI6[D CEIL07) -- fE[ ALP7'E SE!H'1IEAL uPEVE II/1/Otl FCOSEAL cAmiLL AppLimiou FL'4vK5H r CCP♦ 9F [NIS DESIGN t0 In 1RJS5 LT 09011 COIORA:TCA. �..�,�.... ,.e .�..�.M.a.♦„�. C4.iB4j Ili 9�. ♦ -- .s C OL C LL (U) OT.L0. UR. FAC, SPerrur, CO 5.0 0.0 31.0 1.25 24-0' PSF PSF PSF/APFLICASLE CA -ENG MD %Jl rLIL, 0 n N (1 Job: tWHEL--WALK—LN CUSTOMER CLAUDE HHELCHELI / T15 42' HIP 16' SB TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONVENTIONAL IS N07 THEITY OF TRUSS IB DESIGNER. PLATEAMING MANUFACTURER. NORRTRUSSSFA RICATOR.THPERSONS ERECTING PROFESSIONAL UE GINEER REGARDING CONVENTIONALSSES ARE CAUTIONED TO SEEK FRAMING.CE BY A LOCAL AMING. EXTEND SLOPING TOP CHORD OF TRUSS TO HIP RAFTER AND SUPPORT TRUSS EXTENSION EYQRY 2-0-0 FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 #3 OR BETTER HEN -FIR 0 2411 O.C. WITH 2-16d NAILS AND 2X4 DIAGONAL BRACE PER NIP -911 FIGURE 33. SUPPORT HIP RAFTER WITH CRIPPLE AT EVERY 340. MOTE: ALL JACK AND RAFTER EXTENSIONS MUST BE SUPPORTED EVERY 2.0 FEET TO FLAT TOP CHORD OF CA -HIP SET. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.00"O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3r 1 THIS DWS. PREPARED FROM COMPUTER INPUT [LOADS 6 DIMENSIONS) 5U0Nr11tU e1T IFMbZ1 nrn. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949.Cn � (U) 10 PSF BC LL CHECKED PER UBC CRITERIA, m N 15-11-4 10-1-6 11-11-4 _6_ 38-0-0 R-1322# W-5'8 -38' OVER 2 SUPPORTS _F 2'0•t -L--fie. R=1164# W=5"B w Ln N Co I). N N m PLT TYP.- ALPINE t� C� [_ [� O O O p L7 O C= p (� p o 0 0 ALPINE 1 I C� I'�' t �+ TRV SS p G = O p O O DESIGN CRIT USC )(*IMPORTANT*)( EIrt IE[Ri° PFEQFrs ttM SHALL IDI BE CWOSSMU roR Lilt FAILWEaIG 111 LO IK IgUSS IO =vC:WAII.LEInESE FYtI. Will! 6 fPICATIC14S. OR lt iLPIFI! CCU'f:CTCTS AFC vLCE C[ 256A MI. 31LEL WET[ILT ASTM k"S cs B fftEP'i As IUTEO. LFa I [o'r:[CIC++S T6 EACP rsCE OF InUS5 Alp 1►ILE56 C%IMMISE LMIER?: MIS SESISIL P03TTtOH MAIXETCAS PER TJILYI CS, 17). 155 i 16PA-F. SESICII 5FLICUM CVffom M/APPLICIB 1 K*,:iSfCrlS CF 005 E TPI. AH EIIOTIIEEP's SELL CII THIS LVA31T'c APJLIES TO TIE CCIWI'111f CUICIE9 -ERE WL% AIA SHKL r17T EE PEI ICOI IfJ Lllf 6%H:A IfAf• .iPl la Hca a.rr t..cTrT.tr- Ilw - lstsf IIAT[OIIRL O!9 [CH WARNING[a11StES �llffRt tzr"AvE Ctmi l:l -:tIEL1.15. E.'IECF7oll t710 ESSG!l HIS IC,, LOOTfI LILt eFACJll&_ SEE 1seECIA WRVAIAUTO-91 At IPJ. SEE TSPACCIl14 At CUMS'EMS. ULESS OTHF='A15E 160[C+150. "C-0 C.CV SMC" L PE LLT[FALL1 OPACEO N11M Tw*-za Lf LTTWIFO ILYA50C SIEL10(IG. X•1171 CM>15 /; CJ FF(pEFLY LT1AEK0 CIS:.". CE�11G�51_1 ALPI'.f 'EMI11CAL LPP+IE 17/1/01a Eafmim.L APFLICLTJCI. Y.FQISN 6 i CESICH 10 fM: tjSi L4CC= StEC[ CA/0/110/-/-/F Hey -17.3S TC LL 16.0 PSF a?%OFFS O . O PSF 1�Q� � TC DL 10.0 5.0 V ,' �f. C DL J . O PSF CLL N) 0.0 PSF ' C4, QP^oT.Lo. 31. PSF 1.25 /UR.FAC1N SPACING 24 •O" SI:ALt " U.10/a REF 8427--79601 GATE 10/11/95 ORW CAUSR427 9528452b CA -ENG MO // 1I�uIII�III�III��I�III�IIi�U 0 0 N W Uf Do _l r • e I i T,a All' COFFER HIP B' S8 THIS ONG. PREPARED FROM comPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED BY THUS! Ib: (NHEL -B'AtK=IN 3P CHORD 2x4 FL #I :TA 2X4 FL 0186et .: 3T CHORD 2X4 FL Standard 6 FL SS: :B5 2x6 FL #i: WEBS )NNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE .3.3. .GUIREMENTS OFSMUT I.CSB.OE RESEARCHDRIEPORTCCE WITH THE #2949 J) 10 PSF BC LL CHECKED PER USC CRITERIA. 1 HIP DESIGNED TO SUPPORT 08-00-00 JACKS WITH NO WEBS. EXTEND SLOPING TOP CHORD OF TRUSS TO HIP RAFTER AND SUPPORT TRUSS 13 OR BETTER HEN-FIR OF24".LATERALLY D.C. WITH 2-i6Rd NAILS ANDE FLAT P2X40RD WITH 2X4 DIAGONAL )RACE PER HIP -91. FIGURE 33. SUPPORT HIP RAFTER WITH CRIPPLE AT .VERY 34". NOTE: ALL JACK AND RAFTER EXTENSIONS MUST BE SUPPORTED cVERY 2.0.FEET TO FLAT TOP CHORD OF CA -HIP SET. :ONVENTIONAL FFWIING IS NOT THE RESPONSIBILITY OF THE TRUSS )ESIGNER/ PLATE 14ANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING REGARDINGTESARE CAUTIONED To FSEEK RAM FRAMING. BY LOCAL PROFESSIONAL NGINEER 2 Complete Trusses Required NAILING SCHEDULE: (10dppoxseils) TOP CHORD: 1 ROH 0 16 D.C. BOT CHORD: 1 RON 0 16' 05c. WEBS : i RON @ 4- O.C. ISEEACH EQUAL S ACING BETWTAVOID EEITROWS AND STAGGER NAILS (A) IX4 j3 SPACED. BETTER ATTACHCWITHN (2) SSdLATERAL NAILS.BRACING O BRACING SMATERIAL TO BE UITABLE SUPPORTUBYLIED AND ERECTIONATTACHED AT BOTH ENDS TO A CONTRACTOR, NOTE. EXPECTED VERTICAL LIVE EAD LOAD DEFLECTOAD ION - 0.63 ". "' -8 7-11-4 7-11-4 ICU- 1_ -6- 24-4-0 4-0-0 9-2-8 -4-5- 42' OVER 2 SUPPORTS R=3149# Wa5"S Ra3150# Was"B 7—/% MFR. rD ut N w A. N -4 Seca:. 52 A _ _ Rev 17.35 SCAL )LT. TYP.- AL DESIGN CRIT U C **IMPORTANT*)!'`LPA"E Elrl`FFAE�11M. P{)S5E4 F£OUTFE E=]ACVE C"I WAtaNING111LillI 4POFf S IC LL 16.0 PSF REF R427--, i0/ _ p o C=3igu CEf)4f[dl FPM ThIS DE5[OI OR L ODI SBECI (W11CnsE Fw Alll HPAC11G. GEE 91 B�PYIS. EKTNISGItA :P:CIAL PEP:U11ECT dPACIUD PL � � TC 0L 10.0 5 O PSF GATE DRW CAUSAQ C FAILGAE TO BUILD in TPJSS 111 CCUFQP✓AICt It. -T64 WIN gi 10i. FSP ACOI7EQIC- U1J.ESS Di)ESAISE :IDICAfELI TCP u vo DL v . PCF 7 C7 ALPIIE C9IILECTOOS AFE N.lOE CF 20[A fiRL•!. 87tQ IC[T 1119 ASM 144B 6A D JAXVT AS JOTM. 19PLY COIJECTCRS TO EAC" FACE K OU[PE4Etli5. CKGO SPALL BE LATEPILLT MCED %ITN PPGPEA FLTAUM EuEtiM11IG. SOTIO'tCKAO ft-. V _ r�DC.13845 /�_IIIUu� LL (U) 0.0 PSF CA -ENG MO o lass ACD "USG 07FJ+116{ LOWED QI IIgS DESK:. P)SIIYYI PLP ylss 137. 1550: 1604-F. GESISV STH.DTA,7S Ll CTT&CW) Tf11P FTCAMI AITACAEO P:OW CEILItO -- SEE f T. LD. 31.0 PSF''UII ItIII��EWAECTCRS DRC Y/CPPL{CA92 PIIGT)51CN5 OF ./)S C TF1. d1 OISIIEFA'S ALPLIE IECMlIAM tiiT`Tt (Flt/911 FDPFP KPC99SEAL FCT7115" A CCP! OP W1S t/I* UR.FAC. 1 •�JIN CN IN7I EPA1911G APPLIES IO TIE CCK'OUE"1 DEPICTED 4PL :11 Allt WWII MAT. OPf11LLL LPFUC4TLQ1. C[3""i6CTa SS EVECT7911 CON:PCClCA. YIliCoedPH SEE ABOVE owf AIL $4AU 1101 BE FEL)ED LPMA ...IP] - TRUSS PLATE 1NSTETUTE. 105 - 1991 liAT10VLL CFS7111 1FEFIFICAl10D FW MCCO LCI>'iTPI'CT[CII �P SPACIN MFR. rD ut N w A. N -4 f CUSTOMER I [SGE) T17 22'6 DTC SPEC SGE TOP CHORD 2x4 FL #1 :71 2x4 FL 0198et.: BOT CHORD 2x4 FL.#i WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS ERECTING TRUSSEPLATE S ARECTCAUTIONED TRUSS SEEK ADDVICERBY APERSONS LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: THIS STRUCTURAL GABLE TRUSS IS DESIGNED Tb BE USED ON AN ENCLOSED BUILDING AND HAS 30 OUTLOOKERS. GABLE FACE TO SUPPORT FILL LOAD NOT TO EXCEED 10 PSF. 2X4 TOP CHORD FILLER BLOCK. ATTACH TO TRUSS 41M HEEL -PLATES SHDVN PLUS 2X4 PLATES AT 240 O.C. r THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS1 SUBMITTED Sy wH*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*xx CONNECTOR PLATES MUST BE INSTALLED IN ACCOAOANCE WITH THE REGUIR£MENTS OF I.C.B.O. RESEARCH REPORT #2949. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 0.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR #3 OR BETTER @ 0.00"GC. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 (FIGURE 33). OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR CA -HIPS DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES 9 EVERY 00-00-00 FT. oc.. 9-0-l0 0- 3-8-6 0- 9-0-10 2-6-0 22-6-0 22'6" OVER 2 SUPPORTS R-21740 WR5"B F)=21741F W=5"8 0 0 0 G t= p 0 0 0 0 p p o C= 0 0 C 0 p 7 O C7 o ALPIN a o TRUSS o E= p C o O O *)1IMPORTANT*�� AOTT W aESPU16F[AICA AOI DEi[ATEON FPCN THIS "SIC41 OR THESE SPECIFICATIONS. OR LOT A A ELIF+E TO OV[L)) THE TCO)SS IN 000r6PNLICE %]IN 03706 er TPI. &Lp[ll'. CONFCTIPS ARE MADE OF IDSA 0I40. STEEL NEE I TIC &ETN L/46 6Q 6 E2EPT AS IVIED. AAPLI CCIrILCTCRS TO EACH FLOE EF I"S AIQ.f4.ESS O N H gSE LSC&IED 0,1 tN75 M.31SI1• P051TEE4N CCNOECtM PER CPAIIIICS 113. 160 C L60& -F. CESIOO STAIAtAPOS OR1rOpH N/APPL[CAOU pWilli OtE OF IV3 L TPI. 111 ElfIlI A'S SEAL Ol THE: EWW)AG AFFLIES TO ThE CeSNPOIEN1 EVICTED IE2E 111 OTLJf. AdV SMALL tial BE DELETE) WWI VI AtIA OTHER NGT A IREvE AID WARN(NGT,� TC LL MAHMT 1G. EFECI IOr PSF BpACPG. SEE 3jI8-9I at TPE. SEE 'NIS CESIOIA / FCR. A10317[CIl&L SPECIAL NFmuEld 9PAC9143 OE PSF CV[r�cNERTS. RI.lESS OTIQINEi t1AIlCAIED. TCP W OV4.1 SHALL BE LAIPALLY BA/.CEO HIEN PROBE Ki ATTACNED PL/H0 S•EAIMIOG BOT70" CR LC D0 4o.C43045 EPLY ATTAC9 PKID CLILIAO -- SEE KI1N Pi!oNT IT /SPt1E IECFNICI- LFOLTE p/1/911 FCA PPCPER PSF ONIIULL APPLICLTICH. r1RII SN A COP( OF iNl: >t O[SECM ID IHC TmL s EfECtlOtl CDCRRLCTOII• 31.0 n SPFelFIEAI1RL' rOM NCOO C7AIpOC110O C YI` Kim 7-/7 5e55d r0.2500 27--79603 10/11/95 ISR427 !g284528 MO /l/i✓ 0 n IV 1a ul TC LL 16.0 PSF TC OL 10.0 PSF SC OL 5.0 PSF 4o.C43045 'I BC LL (U) 0.0 PSF Qn 6304) >t TOT . LD . 31.0 PSF C YI` JOpR�f��. 1.25 I 50 P 7-/7 5e55d r0.2500 27--79603 10/11/95 ISR427 !g284528 MO /l/i✓ 0 n IV 1a ul Job: CUSTOMER TOP CHORD 2x4 FL #1 SOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard it8 22'8 SPEC COMN CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSI6ILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS PROFESSIONALTRUSSES ENGINEERARE REGARDINGCAUTIONED CONVENTIONALDFRAMING. BY LOCAL IN LIEU OF RIGID SHEATHING: Top CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @ 24.00"O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.000 U.C. MST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. zwI THIS DWG. PREPARED FROM COMPUTER INPUT ILOAUS 6 ULMLN51UNUI 5UtiMi1Et17 tlT 1"uaa nr". l CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE D REGUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c: N (U) 10 PSF 8C LL CHECKED PER UBC CRITERIA. a N 9-4-13 3-8-6 9-4-13 2-6-0 22-6-0 2-6-0 ' 22.6,1 s OVER 2 SUPPORTS R=827# W-5"8 R=827# W-51'8 O T ALP INEd E= TRUSS o O C= O C= O 0�*IMP0RTANT**'IL""E EK"mrOED PgmzTs. IDC SHALL f101 EE PESP* TELE rGR ill% CUILTafI rPCH INTS OES113.`1 OP IEWSE S/ECIr ECU[CtJ;, CA Alit rA1WPE TO HU:LD NE 1ALSS IH CO'FUHOfEE Y:IH r5169 H/ TP[ ALP14! COS1ECfCg9 LPE KIDS Or 2D+A Cil/. SWL IEETII4 ASTM A44S OR 8 WEPT AS BOND. LCPLf CUTIEIMPS TO EACH fACE CF TRUSS OM GLUM OTPEMISE LCCATEDVI 1101S DES:CIA W.:T1LH 00'111ECPYfs PEP OC►H11 s 139. 1513 L VS.". OCsiGH 9TYOACCS COI1fCPHY/APPL:CAPLE RMISLO1S OF 705 C 107. All ENO:VEEP-S SEAL GI TH[% OPLHIIiS APPLTES a0 THE CCM04ENf CEPICTEO PERE L: 011-Y- Alb SHALL W: HE FELMI IYD'i [I: AIIY DINp PRf. WARNINGI11'ns"9 "'FE EIXf"ye "'s IH ALMLI14. ELEC7100 119 9PLCLIG. SEE HIS -91 11 rPf. SSE fh13 GUM fOP "ITIVIAL SPECIAL FEPPfFJR HPc:IIA; Al DI mmi fS. HlAE55 07IgFM1'-E 11CILl1ED. Ito W LKrO SMALL BE LATEPLLL/ BFACEO 1117.1 CCSCEER CY LY ATTL0ED PL7M93i SWAT"IM 17Q1101' Chia HITH PPGFE61LY A1IACK0 "1GID CEEL 3111. -- SU 1 ALPIfEE FECHO[CJl IPHAM 17/l/OL• FOP FW I'D ,f OR.FALL APPL[C0109 F-itffSl A C!9f Or 1H1S CESIS" f0 1HE 1RJ59 EJFLf7Ol C0111PICTW. L �8' SCALE -_U.e000 0 r N EF 8427--79604 ATE 10/11/95 RW CAUSR427 95284529 N A -ENG MD t - r) TC LL 16.0 PSF �4P0FES TC OL 10.0 PSF qA �y OL 5.0 PSF C LL (U) JC 0.0 PSF OT.LO. 31.0 PSF t1ALC438 G� 00 9? �q UR.FAC. 1.25 5/�.,.',(� �.s RpAnTNA 24.0" SCALE -_U.e000 0 r N EF 8427--79604 ATE 10/11/95 RW CAUSR427 95284529 N A -ENG MD t - r) job: (WHEL--NALx-IN CUSTOMER CLAUDE NHELCHEL) / T19 22'6 SPEC COHN TOP CHORD 2x4 FL 81 BOT CHORD 2xA FL #1 WEBS 2x4 FL Standar-d : W3 2x9 FL s1: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIE! OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS ® 24.00"O.C. A RIGID CEILIN3 OR CONTINUOUS LATERAL BRAC rNG AT 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD - 0mrAl THIS DWS. PREPARED FROM COMPUTER INPUT ILQWAS t: ULMNULU"I Sutmtgltu 01 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. c U) (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. m A, N J 11-3-0 _ 2-6-0 22-6-0 2-6 22'6" _I OVER 2 SUPPORTS R=8270 W=5'B R=827 W=5"8 7-1 to U1 R1 L'D EA RAA 0 Seqq� 52558 T C CA O - - F ev 17.3s SCA 0.2500 PLT. TYP.- ALPINE [� *m IMPORTANT x�l°'Im E,>s[cEEq_P Favr.Ta 1'1= rep t9T WARNI� G,"'J- Es acau[� a<rPENE [urc TN 0.10.114. PEC -109 AND TC LL 16.0 PSF REF 8427--79605 Q Q Q G C7 S.+[LL UOT CE KS.Ottsmc L'H 1.17 aCAC1115. SEE' N(O.Ot Bf Wt. SEE TN:S L'ESISKTC og?.,Off OL 10.0 PSF GATE 10/ 11/95 Q =3 Q p DE9IMESC FPM THIS 0ESIZU ON THESE SFECIFIC4TI01TS. FA0.L[E TO BUILD THE 'R1155 ID rMMWAKE AIT" CSTa9 Uf P1. COR AOOPIG94L SPECIAL -MAK -IT OnICIUC RTp yC OL .O PSF ORW CJIUSRg27 95284930 p AlPll{ CCOr>EC101S lFE NAGE OC 2C0A GLLY. 51EEL NEETOG 4578 GO B EYCEPT AS IDTEC. APPLY MAIECTOAS t0 E4CN ME OF 7U[K9E7:T5. Wl.ESS 0T1EaAISE 1'0.[fJ1C0. 10I CKA3 SFAIL BE LAWRAUS EFACIED NI -d POWC ./ o- � .o `. LL {U? O, O PSF CA -ENG MO O I= kC=3 GAdAO A 1PVS9 A1D ULEBB 9T/fAO1TSE LCC5oi A 511 TMS CESIG!1 m-pu ON COVECTOM PER OPCNALS 03 lY t 1CS 4, CESIG!I St311- 1.T AITACKP I A114D SNELTHID 1v77:ON C SED AICs CPCPFPLi RI010 . —SEE r^Q 38QJ OT.Lo. 31.0 PSF R*5 CC+1OP" N/APPLLCAELE "tWil"1CN3 6° 4L5 L TP[ 41 H.07tlEER'S THIS CPANIC6 ACF{7E5 t0 TIE C01":TIENT DEPSCIE0 ..1 IL UPOLE0 g:j F AlP11E IKI!11[C1L IPCd1E 1711/OJ FCP FPO"LP2pSEL\ CA0ALL A^PL[CL115D P:Nll5" L CC➢tOFiN[S7UR.FAC. i .2FJCI" C= C= Q O Q I w1 OALT', AID SHALL NOT BE PEl1ID — 1!1 L[I! 071ER VAT. .--7P7 - TDOSS RATE DIST[1UTE. 13S - 193L 14110HAL OESIGI MIC" i0 Im 1RAS5 E°ECT[OV [171111[[161. S=EC[FICAT[CTI FOR V03D CCEISTCUCT1Sl !J PACING24 • 0 ° g S Jab: (NHEL--WALK-IN CUSTOMER CLAUDE WHELCHEL) / T2O 22.6 COMN TOP CHORD 2x4 FL 01 BOT CHOW 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIE! OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS ® 24.00"O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W rAl THIS DKG. PREPARED FROM COMPUTER INPUT [LOADS 6 0IMtNS1UNSl =01411llcU 01 In.. A n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE n REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. N (U) 10 PSF 8C LL CHECKED PEA USC CRITERIA. A N V . Eo m N m ]r M 11-3-011-3-0 2-6-0 22-6-0 22'6' OVER 2 SUPPORTS - R=827# W-5"8 R=827# W-5'8 SCALE o U.e3UU 0 --I r N of EF R427--79606 ATE 10/11/95 D RW CAUSAQ7 99 84531 N A -ENG MD lf(ll'' **IMPORTANT*Vs1,"or-Il'EoF co-Ts-IN WARNING,',' OIREEAjqEVE ERECTEO1I CLgE PSF C= co 0 CM 0 0 ^J C= C� C� laS CET1LtIDI FW. THIS DESIGPI OR (MSE SgM;F]CLTICI.S. OF AOT SAAC11G. SEE 1116-91 at TN. SEE IRIS MUGU PSF O O O C� FAILYFE M GUILD DIS HISS TIP COY1 GPK4%% KITH 05183 IIT 1P1. FCM t•COMIZAIL. SPECIAL PEPRLIVII 6"C:113 FE , p rJ O JIP11.E CTSUECTTAS w HIDE CP M A, OZLO. STEEL HEEITW ASIR OJIPEPEJITS. LULESS OT/EFMISE :tDICLfEO, TCP PSF ,7 C= C� 1433 ER D EiCEP1 AS IATED. LFPLT CCIPIECTCPS 10 EIC., FACE OF C401) SHALL EE LAIEPALLI EFAGEID d(TN PROPER PSF 1=1 p C=3 A 1 n T/,,C Q INE IGUSS NA 1RO.ESS OUIEWSE MCITED CFI THIS OESIEAA ROS[110R U IIIAO-ED AYNE03 SK011111G sorTCH {READ A16LD CLIL11M. -- SEE M`E- gI;LECfL115 PER DOANIIGS 170, 15? O WOL-F. DESIGA SLLIDtPOi d[TN Pah-EFLT bi MUKO, OO COFFCFH NFAPPLICIBLE PPOtlISI0115 GP u0s C TF1. All E000AM'S ALP[IIE TECKILCAL IPCAIE 17/1/9LI TN PFCPEP E RUSS SELL dl TRIS WLAN114 APPLIES FD TME CCW011011 CSP1C fEO HERE OF IAALL AFRLCL11011. PJPIHSH A CCPF OF THIS A � ID 04y. LID SHALL. IAT 3. RELIED LP01 1111 LOF OOIER NAY, OEIM11 TD DQ IVJS3 Ea`ClIOH COI.TPACTOP. l= C= p D [= O .._1Pr - IPUSS RAT[ ILSIITOTE_ IDS . 3991 aAf;011LL CES]617 44C]F[CATI611 FCO WOOD C0%S1Put:UO3 SCALE o U.e3UU 0 --I r N of EF R427--79606 ATE 10/11/95 D RW CAUSAQ7 99 84531 N A -ENG MD lf(ll'' TC LL 16.0 PSF "RO'E'TC OL 10.0 PSF e__1JC OL 5.O PSF C LL (U) 0.0 PSF leo. C4id45 OT.L'D. 31.0 PSF ('A IJO7) UR.FAC. 1.25 y�i/ s cpncTNr, 24.0" SCALE o U.e3UU 0 --I r N of EF R427--79606 ATE 10/11/95 D RW CAUSAQ7 99 84531 N A -ENG MD lf(ll'' / ISW T21 20' SPEC DTC SGE THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS n R. Job: INHEL—WALK-IN CUSTOMER ClAUOE NHElC1tEl1 TOP CHORD 2x4 FL #1 :T1 2x4 FL TF1&Bet.' N**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*N* n c BOT CHORD 2x4 FL #1 N AD NESS 2x4 FL Standard CONNECTOR PLATES MUST BE INSTARCH AlIN ACCORDANCE WITH THE CONNECTOR PLATES OESIGNEO FOR GREEN LUMBER PER NOS -9i TABLE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. In Ul NOTE: THIS STRUCTURAL GABLE TRUSS IS DESIGNED TO BE USED ON AN CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE. TRUSS ro ENCLOSED BUILDING AND HAS 309 OUTLOOKERS. GABLE FACE TO SUPPORT DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS OD FILL LOAD NOT TO EXCEED 10 PSF. ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL b- 2X4 TOP CHORD FILLER BLOCK. ATTACH TO TRUSS WITH HEEL PLATES SHOM PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. w PLUS 2X4 PLATES AT 24" O.C. wtg 3-8-6 07 7-9-10 20-0-0 2-6-0 2�_p 1 20' � OVER 2 SUPPORTS R -i941# W=5'8 R-19410 K=5"8 C= E= Q o 0 0 O OkTRUSS� �' 0 C=] a o 4I=? o vc **IMPORTANT**"F L�=a'�� cEsvrtsteMiE liwt CAME 1VAANINGIIi mgIC1�l+n' EQECiCOt AD PSF fca TMS OESSGti aQ40ffS UEPCATION fBCN IRIS DESIGN OP 1NESE SPEC If ICRTIC115. CR 40 fACLLME 19 BUILD IYE TPLSS IH CLI:PCPHANCE 341TH GGTBS BY TPI. BTRCIV. SEE HIB -91 Of IPI. SEE FOa ACOITICHIL SFECIRL FEaRAMAT BPlCrM RE PSF ALPIRC COSXECfWS ME KOE 01 22EA CUM. STEEL PEETIIAI RM S 13DIPCht"I'S. 1Pp,E55 OIPEtN1EE UgCCAIED. 1M PSF A6IO OR B EXCEPT RS RATED RFPLf CCvECTCRS TO EACH FICE PF CNOPD SHALL 9I LAIEPALLf BFSCEO NCIH PMMA a ftilaS AID UA.ESS 810MfISF LOCATED •9.1 THIS OCStWk pOSITIOtI LT ATIACI•EO Powm) S4ERI"Cm BDC.N 1) �d3egy c°rFETtOQ3 F7 ;oiXI1C5 ETOL T� 6 IEOR-F. OFSIGq EI;V]ACY�s SEE NITN �CPE0.i Al1ACPED PIGIO CE LUIS - 5EE FOP PRiO[R £�7• Gy1'l COVfOM N/IW ICABLE PPTM0113 CF DOS C 1PI. DI E1..9111'PER'S ALP1rF_ TECivItAL IPOAIE IT/1lB EI SERL tri TN IS OP41111* W11.'ES TO [HE CC" -,WED( CEPICIED KAE DPIYALL APFLECAIIGB FU1R115H R [OPf OF IH LS 111 111" 114) SHALL IIDT BE FELIEO UPCII IN Altl O1HER NRf. OE SIGH IO TK 01D51 EPECiCV1 COMRRCTLTt. /A _ A TC LL 16.0 PSF TC OL 10.0 PSF C DL 5.0 PSF C LL (U) 0.0 PSF OT.LD. 31.0 PSf UR . FAC . 1.25 . 0• -r2 t - 11 . euut 7--79607 .LO/ 11/95 f1427 952a4532 MD / IIII Illlll�� 111111 0 !V 'D fV IV m Job: fNHEL—WALK-IN CUSTOMER CLAUDE WHELCHEL) / T22 20' SPEC CONK TOP CHORD 2x4 FL $1 BOT CHORD 2x4 FL #! WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS ERECTTING TRUSSESANARE CAUTIONED TTOSSEEKFABRICATOR. BY AELLOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. �'I THIS ONG. PAEPARED FROM COMPUTER INPUT [LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS 14FR- CONNECTOR PLATES MUST BE INSTALLED IN ACCOROANCE WITH THE C REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. � (U) 10 PSF 8C LL CHECKED PER UBC CRITERIA. A IV v B -i-13 3-8-6_ 8-1-13 - ---moi 2-6-0 20-0-0 _ 2-6-0 2 OVER 2SUPPORTS R-7500 W-5"8 R=7500 W-5"8 g o q O q= b O =3 o [� 0 o c= o q O O C= �_ =3 ALPINE =31 TRUSS C7 E= o o L= o q mu DESIGN CR17 UBC a U u - - r ri — — . — ATE. 10/11/95 **IMPORTANT* EIIIIEERED -FCC-'CM Ile- WARNING'FAu�EB 110113K EFTREME C&4E &IID eT11� [p TC LL 16 .0 PSF SMALL 1101 8= C£SDWSIBLE F60 kit In tlaA'Et HIS EPECTIM O Qp,({rEf Tri DL ,1 10 • 0 PSF THIS DESEG" FHESI CEFIIITH SEE SEE m FAICJPEa10 BUILD PE TPLSS ]I. LCYFON1tOC05128 BY 101. FOOC1415. &COTT19UL EDFCT&L FERPL EHIIHIS BRAC91SIPE �4ttE. COL 5 .0 PSF "I•.% CUR1ECTCAG AFCE OF 203A SA.T. STEEL MEEM6 XSIV E MD 9J1FE191TS. LP&ESS OTMEWIISL "'E"CATEr. TDD SNU L a= LATEPALLC BRACED WITH CHDCER 7 AO C O.O ACAS SR B El(UPT AS VOTED. APPLY CCUS:CYMS TO EACH fKf O► CHOFD �+ CLL (U) PSF IRJ65 AID VOLESS OIHEFIIISE LOC41ED 04 THIS DESt6Tt POSCTI01I cT %TTLCM£D D-Tw"11 SHEAHIIIW E1317c)1 CNCFO RI0I0 -- SEE (rQ•j845 I' r 31 PSF c0!11;WcftS PER Oo&YII..%S 130. 153 G 1601-D. OESt6+1 STAIDCIos AIN Mc-PEMI ATTACKO EEILOG 17/1/911 FCR PFCPEA OT . L0. .0 0311FOnT H/&PPLICABLE PA NIStOTIS CF 90S L TFE. AN E1I5ITIE R-5, ILPIIIP TELMIUL, OPOAIE F130:IISH E COPI OF TH.s UR 1.25 SSK EU T4IS M"I1r AFILtES To TEE CCHPOIIEHI CEPICTEO tlEPE DRI✓ALL APPLEC'MOR ,FAC . ` ELILD OH III A141O1H_R tlA.C. III IIIA. AOD VUL 1.01 BE PW IOESIWI TO UTC W055 EY'CTICII C0'ITFA:TCR. -` coArtur. 24 -0 Tom- z- n ` r N vi SCALE 52 0.2500 EF R427--79608 ATE. 10/11/95 RW CAUSA427 U284534 N A -ENG ND iil� tD 1111P liI IN m Job; (WEL--NALK—IN CUSTOMER CLAUDE "LCHEL) / T23 20' SPEC TOP CHORD 2x4 FL #1 SOT CHORD 2x4 FL 11 WEBS 2x4 FL Standard :W3 2xS FL #1: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -9f TABLE 7.3.3. THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIT7E0 BY TRUSS WFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE G REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. m R' IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PUI�INS B 24.00'b.C. to A RIGID OILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE rs PROPERLY ATTACHED TO THE BOTTOM CHORD. n► CD a W W 10-0-010-0-0 20-0-0 2"6-0 20' OVER 2 SUPPORTS -750# W 5"8 R-7506 W=5 B R a -e' 7-23 A - - F Rev 17.3s SCALE - U. nuv PLT Y - LPIN ES N R T **IMPORTANT**" ER:1tIEEOEO P"DG,rFs I 1 V 7VT "ESWISIELE F'DT A -:f �I WARNINGR'�� DEG "s ELTACIE c'PE III HUCLIGO. EI>rCT[CI7 t1.0 QPQ �fs' TC. LL a 16. � PSF REF 8427--79609 C� =3 [= C� G C� SKUL I.C[ BE i OE -1 s* sce SEE TC" TC DL �0 . PSF DATE 10/ 11/95 o C� [� o O lTHISCIFICATICM D! EDI. 13MATiaie [II WsE SIEA. IRC�UIO AW, R L TpPLISM[ILL Fpl. FOtcTtG. I1 C7es-1rts FIE g, r.W.LSS OTMEFKISE TIAISAfM TCP ``�Q�O c!S - .� y BC DL 5•O PSF ORFI CAUSR427 22284533 Q t= p p ILD]7S p]tfECTCR2 AP[ NAOE CP 2SGA G[tM. IG<L GR B MEFT AS MOTEO. APPLY CO'IO;CTC4S TO EACH VICE OF CtlOFO SYLIL PB LAffRgl'1 BPLCEO AITH Fa'rER V �t C LL (U� O • O PSF CA -ENG MO O [� p p o ALP INE o C� [� T�'Q ua WLESS O,HERtIfSE LOCATED OI Tws DE5IGt1 PBSItI�I COIOXCTOAS PER OR4FIH55 ]30. A= L 1EOL-F. OES[GH STLLOVIVS FLICLELE PPOY[SIOI S CF 1OS C TF1. AIJ CHM-IEWS li 47iACrED 0.TACCO SNEAf illb. BafTctl pICRD MYTH Pa0cE0.f ATTA04ED RI:TD CIILII:G -- SEE ALPUSE TECNIICAI. IDOIfE II/t/911 FCO P?ryEPrbgr r�' .;84, C4384, .- , f OT. LO. 31.0 f PSF v ODIPOPAI'Al, CEPTCTEO tEK OFIMALL Ar, 'LI:AI[ON f'.fIN)SH • COP/ Or TNIS U(.� ,FAC . 1.25 o TRUSS O SEAL CII TM IS 0PAIIIOS APPLIES TO IHI CCAFaiT/IT AELIEO I" ADI OIHIA 941- DESIG'1 TO Ito Pus; 1r4wTI CII COOTPACTOR- lffil p p C=3 C a G III *&.V. AIa SH41.1, IAT BE VPOII TROSS FLUE I isnTOTE. tai - issl 114TIUILi DESIGO SPEcIr[cATt01! FOR H6G0 c01$IP.hC1I00 ... PACING 24.0' N r m Job: (WHEL--WALK—TN CUSTOMER CLAUDE WHELCHEU / 724 20- SPEC COMN THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSO SMP4ITTF-U BY IMU51 HrH, f7 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE n TOP CHORD 2x4 FL t!1 BOT CHORD 2x4 FL #1 BOT OF I.C.B.O. RESEARCH REPORT #2949. N WEBS 2x4 FL Standard (U) 40 PSF BC LL CHECKED PER UBC CRITERIA. 33 ti CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE IN LIEU OF RIGID SHEATHING: �I 7,3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.00"O.C. to . Ln A RIGID CEILm OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST N BE PROPERLY ATTACHED TO THE BOTTOM CHORD. °D A 10-0-0 10-0-0 � -6-0 20-0-0 � 2-s 0 20' -� RR -750# W-5"8 R OVER 2 SUPPORTS -7500 W=5"8 T02 LP W 0 PLT TYP.- ALPINE O O p O = O O 0 p l= O E= 0 0 0 13 [7 O O C l 4 LPI C� O TRUSS O — C=3 O O O 107 O O DESIGN CRIT UBC, IMPORTANT x' PIIIE Etr117EE=°ED P"°"`[s I"' Sr1ARNING""''SE' FE.914`E EXIA vE CIA= SPALL UDI 6E 0ESP07P[F1E ►W AU! 111 HLl.tt1'L1 EVEC[1•IU Ats3 OE1ITAt[011 FPCN 1104 OES[Ol OP MESE 3"EtIF:CATLCFIS, 04 AUf OWII1;. SEE 11IO-Ot Bf IPI. SEE IHTS CESMI FLILUPE TO BUILD T4E [RAS ItsWESCVHvICE Will, CA DSISS Of [PI. FADO[IYY.AL SPECIAL PEgWlr.DT EALMS P[ AVSt! 00111iCCICAS APt WOG OP !7119 GtLO, STEEL HIEIItIP AS[H CUMNLIFIS. 41LETf CTW-%MJEE 11.ICt1E0, Toa 1,416 OR 0 EXCEPT AS NOTED. APPLY COPIECTOCS TO EICH FACE [Y C110� SMALL BE UtiEPIILY BRL'.EO X]1B PCCFEP MISS L11D PUSS OTHEW113E LOCATED CI THIS DESCGII, POSIT IL'1 L I ATTACHED PI M200 S16LTADII. 0011019 CHND COU141CTOP1: PEq COLXIIYS 110, 150 t 1606-T. OES LGII STAPCAP?S 711TU LTI'iCPl1 ATTACIEO 41G10 CE ILIIY. --SEC 009FCNL 1[APPLICABLE FF104 [003 fF 1105 C IP]. AIt Full LEER'S 1L91tE IEtPH[C&L LPCJIIE 17/1f011 FOR FT{PFP DEAL u'1 THIS OPAaI7l0 "vrL1ES TO $HE CCWMIDIT OEPICTEC HERE ORTUALL APFLICLTIG: PURI[sH A MFf CE :Hli Itl pAT. NO 6MALL IDI BE FfL1E0 VPD'/ Itl UIY OTKR PLT. 0[MIS 10 TIL? 1PU55 VECTICY CC11111tC[W. CA 1 D - - Rev 17.3s TC LL 16.0 PSF ggOFES TC DL 10 .0 PSF y` �. C DL 5.0 PSF Qom- V A "� C LL QJ) 0.0 PSF AL Cd � I— : •jBQ,A OT.LD. 31•O PSF111, tJp?7+�• UR. FAC. 1 .25 fr SPA NG 24.0" SLA - U,e3Vu REF 8427--79610 DATE !0/1!/95 ORM! CAL15R427 85284535 CA -ENG MO pill1 -TPI - IQ= PLAIE 11ASTITUTE. 104 - LS91 I6LTIOLOL OES[G't 6PEC:FICAT IOU ECA YC00 DO'ISTFUCTICIf LON`GFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: G'LAuDE 6V44E-L Ck6"4- Address: 0�k%- 014oes J�5rrprE S AP#: Job No: Alpine Engineered Products,' Christian Chappel i0 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 s;�Q Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 I TYP. NOTCH @ 2411 O.C. 3.5'1 Max.,, Max. SYM ABOUT 121' Mi (P1)n.24'1 Max. 6 . loll colno" \ (S 1) Halts \ \ trongback o7' I y HAILS nail to ledger {a nGTAII "Af I 12" O.CJ .� A35 OUTLOOKER Ledger.-,_, 7-9-0 trusses with pitched B.C. also. CRITERIA (nail to vert. — H3(K) Spacing for 114 = 56.0" o.c. V w/2 -10d nails) --Gable DETAIL 'A' \ /int (T) NOTE: CHORDS TO 6 . loll colno" \ (S 1) Halts \ \ N \ \ (111) I y HAILS PLS DCII on nGTAII "Af I Gable (G) Gable end design based on 75 MPH End wind load, exposure "B" at 0-25 Ft. mean height. (C) 1X4 continuous lateral bracing for brace (strongback) member longer than 72". Attach at midpoint of each brace W/2 -8d common nails. (S1) (M) _ 1 (N) 2X4 F.L: #2 or BTR (G) Strongback brace . f Varies Ledger Max. I Roof Materia Outlooker (C) , Gable end/�4 q Detail "A" Y . A. CD 109 V..Detail VuBn 2X6 F[NN2 r better (M) 2X Ledger •- 1 Strongbark _ COMM braced at 55" O.C. TRUSSES (0) Option to web plating: -use (3)-2" BRACING DETAIL, wire staples (0.072 Dla./15 GA..) toe- -- - —' nailed thru chord into web & thru web �l,at_•- Max. Web Genc�tll-__ into chord on one face for a total of 1X3* 2-8-0 6 staples. (P1), (S1), & (111) must"'-----"'"'" --"-- be plated. I (D) \ 2X4* - 8-1-0 ---- -- (T) Refer to Simpson Catalog C -94H-1 for 3X4* 13 -6 -0_ - product attachment specification (attach A35 in F1 directinn)- 2X4 F.L. lumber grades \ (S 1) \ \ \ �\ \ \ \ (111) I (Pl) Peak plate to CONTINUOUS SUPPORT match common trusses. NOTE: This detail may be used for (S1) Splice plate to match common trusses. 7-9-0 trusses with pitched B.C. also. (111) Heel plate to match common trusses. (K) Spacing for 114 = 56.0" o.c. V C= TRUSS AND UNLESS OTHERWISE LOCATED ON 11116 DESICK POSITION Span to match common trusses C NOTE: CHORDS TO BE 2X4 FIR-LARCIi H2 MIN. (2) REV 12/17/93 - FM ALPINE JFC1NICAL UPDATE I[/l/911 Toll PnOP[R DRYWALL APPLICAIIOIL FIIn11511 A COPY or 11116 1 �• 63D97 'I'M C-� IN OILY. AIM SNALL 1101 DE R[LI[D UP011 IN AIIY 0116ER NAY. (2) (M) 2X4 HF #2 MAY BE SUBSTITUTED./ori 2X4 F.L. lumber grades Max. Length without bracing (N) Max. Length W/strongback hrace (S) STANDARD 5-11-0. •11-10-0 STUD6-7-0 83 _.._._ F ROPES 13-2-0 13-2-0 6-7-0 112-- -- —~ Al 7-9-0 15_6-0 7-9-0 15-6-0 111 & Better 7-9-0 15-6-0 SS - -- 7-9-0 15-6-0 (1) ncul`17- uuuuo (Misc. details & notes) ' O G G O O G ALPINE EIGIINEIRED PROOUCI S. tNC. *NIMPORTANTlt14 yULt fMl BE RESPDlrs10lE EOR ANY TRUSSES REQUIRE EXTREME CARE WARNING IN HANDLING. EnECIIDII AIM F ROPES O oEY1At10N rWIN NNIS O[sIG1 D11 UESE SPECIFICA110t19. OR ANY BRACING. SEE 1110-91 BY IPI. SEE lilts DESIGN �QQ O FAILURE 10 BUILD INE TRUSS IN CONf01UUNCE 911H OSIBG BY IN ALPINE COI[ECIORS APE MADE Of TOGA GALV. STEEL MEETING AS1N F0" ADOIIIOINL SPECIAL PERNANENI DRACIIG RE OUI"ENENIS, UlESS OTNERWISE IIDICAIED. IOP �lV� E%. •y O DRWG' 00109 nR✓ <� rr •I O 4446 GA A EXCEPT AS NOTED. APPLY CONNECTORS 10 [ACh FACE or GMRD SMALL B[ LATERALLY BRACED MIM Pnwfa V C= TRUSS AND UNLESS OTHERWISE LOCATED ON 11116 DESICK POSITION LY ATTACHED PLYWOOD SHEATHING, 601109 CIORO OF C CotNECIORS PER DRAWINGS 170. 150 C 160A -E. DESIGN SIANOAAOS MIIN PROPERY AIIACIIED RIGID CEILING -- SEE N0. C043845 CONT011N W/APPLICADLE PROVISIONS Of NDS C IPI. AN ENGINEER'S bEAL ON inti auNlla APPLIES 10 NE COW'ONEnI DEPICTED IERL ALPINE JFC1NICAL UPDATE I[/l/911 Toll PnOP[R DRYWALL APPLICAIIOIL FIIn11511 A COPY or 11116 1 �• 63D97 'I'M C-� IN OILY. AIM SNALL 1101 DE R[LI[D UP011 IN AIIY 0116ER NAY. 0151011 10 111[ TRUSS 9nECIION CUNT lACIOn, Jf CML ' 7 .--IPt - I014s PIAIC INSTITUTE. IMS - 1991 NUIWNAa O[SICN SP[[1/1[A1101/ /on W000 COIrs INIHCTIen. (1) Rev.6/19/92 F.M. (Misc. details & notes) REV 15,6.5 SCALE o 0,5000 OESIGN CRIT: UbC REF 40532-R427 y� TC LL 30.0 PSF DATE 05/06_/92 C DL 15 .0 PSF DRWG' 00109 nR✓ <� rr OL (U) 5. 0 PSF CA -ENG FM - Ai T.LO. 50 .0 PSF 0/A LEN_. VARIES iri.FAC. 11.15 IPITCI'1 VARIES a\P,PACING --. - - - - TYPE GABLE EN(1 r f /. Job: 0 / T3 24' SPEC COM TOP CHORD 2x4 FL X41 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard 'CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -9i TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIEERECTIN, PLATE MANUFACTURERCAUTIONED TOSEEK ADVICEBY A FCTITRUSS FABRICATOR. E GTRUSSES LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. THIS OWG. PREPARE() FROM C()NPUTEA INPUT (LOADS G DIMENSIUNSI SUtlmET1EU 111 mu:rb Farm n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. N (U) 10 PSF BC LL CHECKED PER UBC CAITEAIA. IN LIEU OF RIGID SHEATHING: 4 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS G 24.000O.C. L A RIGID CEILING CON OR CTIMUOUS LATERAL BRACING AT 72.0011 O.C. MUST BE Ln PROPERLY ATTACHED TO THE BOTTOM CHORD. N CID a In .. fU 10-1-13 3-8-6 10-1-13 -0- 24-0-0 -0- —24 - OVER 24'OVER 2 SUPPORTS R-848# WR3"8 R=848# W-3118 C=3 Ta q cI o o C� C7 C= L= C] p q t� EI= t= p q ALP IN C� C=3 p C=, TRUSS 1= O t� E*IMPORTANT*R9 � p rOeOr 5EE OCSLVIS FOR Al1 EEribrioN FPO% rNis DESIEII OP fM_SE SK=1CRT1CN5. OP I1lY FIILUPE TO 91111.0 TUE IP1169 7D OOVOMU:CE U319 CSTOO 9Y fol, 11�11RC/7UIECTCDB � ViCE O! 7004 GRLV. SIECi PlEi11F/ iSIX A�FO GN 0 EXCEPT A9 1YATED- IFPLY CC/IIECT[i 'i0 EAM FAZE ^d muss Ya 61PSSS OT1F..Mt E F.C<ATED OI TOTS OESIGIL WEllO1/ OOIIIIE"S PEP DVcfiNDS 173. 157 C ISO". OESIVI SILFILV3S COUrcm 111AMICRRE PPoY15lCF1s rs liz C HPI J11 ELst1EE.T'S SEAL ON THM OVA11393 IFPCIES FO TK CC1fOvE11f CEPICIEO 11'c E 111 Cf1F. I1D SaLLL NOT GE PELLED LP011 D1 AWf O1NEN 11RT. WARNING,`�EyAPE 1.WEL114. EAECU AND E11RC 1116. SEE N18-91 9Y TPI. SEE TOIS CESIG"q raq tcol TITIRL SFECM MULFFAT BPACIIK PE G'JICEN:'lis. !'.LESS OI NEMISE 11R1TCt1E4 T[P C.UPO 511.1.1. 3E Ll IEPLLIf 9PICE0 rITN PATTEN LY Ar/ACHED PLrHCW SWAIA111M SOrTON C11CPL1 X1111 "GPEPI_Y AIFRCl*D DIGID CC1L111G -- SEE WIRE TEWICIL OPOtre II/1/911 FOV PPGPE7 OIgrtALL ttl+:fCAlI04 F:41tSN A CCPf OF THIS OESIGO To TK 6TJss uwCTIGH COIIfWOTOD_ C=) C f= O C= CI Tp1 Fo.ec 111.117 111STITUTE Nay - 1591 CA1101111. OESIC41 5PECLFIGUIC11 FOP FOOD C01I51PUVlO`I Se52� F Rev 17.3s SCAT -E �- TC LL 16.0 PSF REF R427--79587 pp40fES TC DL 10.0 PSF DATE 10/11/9`. f^y C OL 55.0 PSF ORR CAUSR427 952845 C LL (U) 0.0 PSF CA -ENG MO Ifo, C4J8415 OT. L0. 31.0 -PSF 111111111101 IIUII UR . Fac . 1.25 .� ... saer_rNr, 24.0 Job: (WHEL- NALN-INI CUSTOMER CLAUDE WHELCHEL) / T2 24' SPEC COMM TOP CHORD 2x4 FL 01 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard : W3 2x8 FL iii: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 713! THIS ONG. PREPARED FROM COMpuTER INPUT (LOADS S OINE14SIOlM SUBHITTEO eY IKLI14b Hrrs. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE C REQUIREMENTS OF I.C.8.0. RESEARCH REPORT 02949. to (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. IN LIEU OF RIGID SHEATHING: 14 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS G 24.00°O.C. `1 w A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST � BE PROPERLY ATTACHED TO THE BOTTOM CHORD. m a M 12-0-0 12-0-0 2-6-0 24-0-0 2-6-0 24' 1 OVER 2 SUPPORTS 5-874# Wa3"8 8-874# W-3"8 189 - Seq' 52189 0 0 - - F Rev 17 3S SCALE 0.2500 PLT TYP - A P NE CRIT UBC B"SDXEREG DPWXlS. IIT;. **IMPORTANT* ICp pif T 7T±±�I WARN IM Russm FEOUIt6ETiGiNE CAA 11 HA'IAUG. EPECTI04 SIM e p TC LL �6. O PSF AEF 8427--79588 O O O O c=, C1 SMALL IAT EF FE"ISIBL£ LL IpE OQQ,�Efs TC DL 10 O 10.0 PSF DATE 10/11/95 O Q FAILVPET1ClAI7W TIIEOtPL53 UI GU OPIRStf[1HICSTDD D% PL- SCO tAI0l1SO7aLt5PEClA•i DEDNDF_"TTPAfCIIGHIS ��Q.�• COL 5.0 PSF DRW causRaz7 PBd$13 p Ems, C O C= O ASTD ALPIHI [dtlCTOP! AMN(GE Of ECW 311.1d. ST1EL 12ETtIA1 . TAt£ OE OU[tEDCUIS. 4•LESS Or.1IDNISE IOOECIIEO. TCD Clapp SHILL BE uTEvr.LT EataD C11N DV.tlED .� y q� 4 (V) 0.0 PSF CA -ENG MO I� I� O O O Mas D" O EA -EDT fy IDTIO- 41 -PLY 001.1ECTC=5 TO EACD [g15S ALv vnESS OrIET-ItSi 11GlEo Crl i1Q4 O[S[E L DES[ fIOH LY SilACH 0 DLATTLC SiE1:GIO 11.1124 LA C LL CQ j r :— �� 8Q,1 31 PSF o ALP I N 00092 TC1rS M OR41ttAiS 130. 150 i Stir, -F. GESUA S(AIDLPOS SIE ■t" DPfAc-PLf /TTAC1k'D D:WJ — 5!E IOP PKPER FOR OT,I.D • tr= .0 'll I{ulll) II III �I Q ITRUSS 0 O CO,IrGPII H, ,LECnU PaOYtSICI1S Or t0S C [DI ill EOSt,EEP'S SEAL EH THIS C:wg1A AvFL1ES To TFE COW -0011i CE"ICTEJ xEDE 9LI ALPELE :ECINIECIL LF1.A1E (7/1/9[1 CAfA1LL APFLEC:nTiCrl. r!Ta 115A A [t.�f OF /HIS G 97 UA. FAC. ff >f • 25 l�l ■I I tltltl p EM O O Q Q O 1N OLL'/, OW SMLLL NOT EE PELEW LD01 III Sill "EC CAI. -__TPI TPU55 0.AFE I"IDUIE. NCS • 1591 OAf IOSK [E515tI LCSIGH TO TK IPL'SS EDEGi17.! CaliTio l SrECIFICAT IG!1 FC11 N5C0 C:nSTW:TT00 SPAC N 24 • O • ' Joh. INHEL--WALK-IN CUSTOMER CLAUDE NRELCHEL) / 13 24' COMN THIS ONG. PREPARED FRO14 COMPUTER INPUT (LOADS C 0I14ENSIMSi SUBMITTED By THU55 mrn. A TOP CHORD 2x4 FL #I REQUIREMENTS PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE n REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. c: SOT CHORD 2x4 FL !1 N NESS 2x4 FL Standard (U) !0 PSF SC LL CHECKED PER USC CRITERIA. a ill CONNECTOR PLATES DESIGNED FOR GREET! LUMBER PER NDS -91 TABLE IN LIEU OF RIGID SHEATHING: 7.3.3. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @ 24.00"O.C. � A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00° O.C. MIST BE N PROPERLY ATTACHED TO THE BOTTOM CHORD. UI a =3 12-D-0 12-0-0 2-6-0 24-0-0 2-6-0 1-241 OVER 2 SUPPORTS R=87a* W=3"8 R=874# K-3"8 T3 Seq. 52192 A/011/0/ -/-/F Rev 17.3s SCALE 0.2500 PLT TYP - ALP NE -DESIGN CATT U8 **IMPORTANT **A11:E EHIU.EEPEO MQXo T& IA i[A AI:% WARIVING"'essEs PEUD[PE EAaW6 Ct9E 7H 141d.TH:. EUEC112H A9D TC LL 16.0 PSF REF (1427--79589 G L� C7 C7 O O G =3OETIA/101 SHLLL Hog BE DEI?OAIEL"c "-e SPECIFICITIC/q OR Al" 9PA[;)IS. SLY H1B-Ei B/ 1FI. EEE THIS CESI6P OggOF£S ,•IST/. TC DL 10.0 PSF GATE 10/11/95 p l= I=) C� C� f1104 THIS DESI6rA OP -ATLL1E TO EURO THE IPC$$ III :3ljFO jvg;E 111TH C6198 Bd TPI FCA AeAtl10!•LL SPECIAL PEPFPFAT E•14"Tr. PE TEP COL 5 O PSF ORW CAUSR427 95294514 C7 C� C= [� ALPOE COIIAECIOoS APE HIDE OF MA GALT. STEEL MEET Ob AS IH AA48 CA O EXCEPT AS AOTEO. KPLT CC!M.ECIFAS TO Ei.:i FACE CF DUBlHELIS LIA.ESS OIicadtSE I'MICATEV, C1C4I SF RL EF lA1EW:'•1_/ Ea10ED !1111• AT7APER ` '� f CLL (U) 0 O PSF CA -ENG MD ' �-' C=3 C=3 C=) � '"S5 Aro LCLEss OTFER11l5E DATED O! THIS OE516r1 PD$11I01 150 S I6FA•F. DESI01 Sy"CLUE.S LC ATTACHED cLTaOTA S7@LII :IG. B,/1CN CTIDRD 1171" OV!OEPLI ATTACIEI RIS;O !E:I IH: •- SEE "W. I •. W C4,)8Qj •-OT.LO. 31.0 PSFE=TRUSS COI:FOcM I/APFLICABLE PPOVES:IXIS Cf DOS G 1FL XH E1159EEP•S ALIT" le.mli _ MUTE I//1/911 FOD PpS�EP i [^PI C3 iH[S T & 1 I�) 1111!11OX9R9PEPOPAHIItiS9 [= 'JI TPIS ORA"10 APPLIES TO 1HE CC"""IEH'QFICTEOPEPE011f IA-FLICCTILII. ILSIIHSH �.T �' . .25.EAC O M= C= O G C] l� [II 0101. AIC SHALL DDT BE MEIIED :wAtl III AIA O1HE4 AIAT. ,__1v[ . TRUSS PLAQ IIISTIWTE. IC5 - 1981 UATIU114L OE5I6!/ DEST611 10 THE IPLSS CRECTI01 COIIIPACTIA, SPECIF.CATICH FCA MOD MISTPUCTI G1 b SPACING 24.0" mm _w►UL-IH CUSTOM ELI / T4 23'3-7/8 MONO HIP 8' SB THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUSMITTEO 9Y TAUSS TOP CHORD 2x4 FL #1 30T CHORD 2x4 FL 01 WEBS 2x4 FL Standard :W9 2x4 FL #i: -ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. "ONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF Tt E TRUSS 3ESIGNE, PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS 2ERECTING ROFESSIONALUSSES ENGINEE ARE REGARDINGCAUTIONED CONVENTIONALDFRAMINA LOCAL G, =T CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. #1 HIP DESIGNED TO SUPPORT 06-00-00 JACKS WITH NO WEBS. r7 D C cn m a N V USE SLOPINGSTOPSIGN CHORDOOFCOMON HIP TRUSS AND JACKSETO@EXTEND cn HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE N FLAT TOP CHORD WITH 2x4 HEN -FIR 33 OR BETTER @ 24.00"oc. m ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -91 13.2.1 s FIGURE 33. OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6),OR CA -HIPS M DETAIL C0110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY En 05-07-14 FT. OC.. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 9 24.00-O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7-1]-4 15-4-10 2-5-0 23-3-14 23'3"14 OVER 2 SUPPORTS R=2029# W-3"8 R=1837# Wa3"B xxIMPORTANT*IsLy°Luror" a"-��s"°Fa UCTS, VIC WVCAACRI FPCM MIS DES16H OP rKSS SPEO1rtCAT1011&OR Ally rAILLce TO BVILO TPE IRAJSS IR CO'RIPWISE ■tl" 35160 W TPt LLP.'HE GDIII.ECIO"9 Are KLC[ Or V.4& OALY. STECL PEEf06 OSTM A44S 9a 0 EXMP1 AS IOTEO. AFFLY 1:01AlECICrS TO EACH FACE EF Tpos &I'D Lf"35 ODHRNM LICAlEO Cfl T4I5 OESI514 POSI190 CgPIEOICALS PEA DPAVIHOS $30. 157 C 169&-F. DESIGN STLI:.LFOS CO'irOFM W YpLtGOLE loMist013 GF ioS C tPl. All E1311.EEP.'S SEAL III M]$ CRAtl1113 AFFUES TO THt COPPLTIEOf CE.PICIEC KAI In 04.7- AWWlE BLL IIOf PEL1tD Lf 07 to Any Og1SA NAY. WARNINGm Cast, n�' pejo i S`FffrLCTa BFACI4I. EEE KtB-v+ Ef lPt. SEE T"rS coo ren C6611t0•r&L SPECIAL P7PY31 _-lT BPu3146 RE CUta_NEInS. Ot&M OIK04ESE 143mvo. TOP CHO73 SWLL 6E LANDALU Eomn Am PFCFEP Lf ATTACHED FLUZO S`ELTH111: DECK 0#340 "IIB PR.PEPL- AIILCm3 P[61'3 CFILII-3 -- SEE A -.PIM ll'rl 4.XV_ L"LrE V11101t FOR FPCOER OnfKALL APR TCV(W 1:411$8 L Cc -f ar Lf15 ctstul 10 THE TOLSS EFEC11o'1 C011RtCTD&. TC LL 16.0 PSF �pRQfES TC OL 10.0 PSF CL 5.0 PSF LL (U) 0.0 PSF C438�5 A'- T L0. 31.0 PSF FrA i3pf9) / A . R.FAc. 1.25 T� SUALt - U.ez3uU -F 8427--79590 4TE 10/11/95 v IW CAUSA427 q584515 N A -ENG MD / 9 Job: CUSTOMER TOP CHORD 2x4 FL i1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard 15 37- SIUU HIP I4- 70 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTUAER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. .nao vntl, rncrl.ncv rnun buR..... anrv. 1.-u n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. c N (U) 10 PSF SC LL CHECKED PER UHC CRITERIA. 33 _ a (EXTEND SLOPING TOP CHORD OF TRIJSS TO HIP RAFTERAND SPPORT TRUSS ^1 EXTENSION EVERY 2-0-0 FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4 $3 OR,BETTER_HEM-FIR 0 24" O.C. WITH -2-16d NAILS AND 2X4 DIAGONALf" w BRACE-PER'HIP;-91, FIGUW 33. SUPPORT HIP RAFTER WITH CRIPPLE AT EVERY m X34". NOTE: ALL JACK AND RAFTER EXTENSIONS MUST BE SUPPORTED EVERY lu 2.0 FEET TO FLAT TOP CHORD OF CA -HIP SET. m a IN LIE11 nF RIr-m SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS B 24.00"O.C. m A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 13-11-4 _1_ 7-1-8--3-2_� �2-6-0 23-3-14 23'3"14 OVER 2 SUPPORTS R=8710 W=3"8 R=705# W=3"8 ?-5 PLT. TYP.- ALPINE C CA 0 - - F Rev 17.3 SCALE " 0.2500 0 0 0 o **IMPORTANT**ALPIIIE E161fEC4ED DOW -r -TS. It-- WARNING149SSE9 REQUIRE ECIREW ME TC LL 16.0 PSF REF 8427--79591 OATS 1D/11/95 0 0 C=3 Sn1LL NOT DE PE!MMI LE FOR Afif CEVIAYICM TKII Dirse op Iu HAUx7rr. EP: Tial Alec=3 SEE �QgOFES DL 10.O PSF rAUS CS19a 6Y orY W:FCI4I�EFUII`[[em TOWS ISIQl I FAIL4� IC BUl D IM l. REETILL IS14 FOR F001TIVULISPECIaL FEARLIENT1SWIMIGfl0.��TC OWPEIBITS. LFRLSS OCUEFNISE [TDYAfm rep C OL PSF ORW CA115R427 952x4516 ALPINE CNYIECTOM AAE 1HDE CF 2004 CLLN- S.EL6 oaOPEa 7 4446 d( 8 EACEPT AS NOTED. AFFLY tNN-CTCAS TO Elan FACE of C4OFD WALL FE L&TER&LLf BPACE71 II(TF I5.O C LL IU) 0•O PSF CA -ENG MD TPA$ 410 LLVLESS OIIp ISI LOWL0 C17 TRIS 0ES[GTL FOSIIIOR LY At1ACMED MI(ACCO SPE7.IH[ITs 891TC1/ ¢RCa3 RIi(u •- SEE . Cg384 �j+ORWVECTC4L4PCP CPJXIF S 130. ISO C 160&-F. DESIGN STAIAiw_5 PITH FPCPEPL.v 4Iuvw Cf1LIG9 � ^ OT. LD. 31.O PSFCC NW V/LoPLECA� KKNSIC"S GF t05 C IN AN E60[t£QA'6 4LPCTIE TECNUCLL WI=TE CF/:1411 FCR PACFE4 f:RDSH A COPY of THIS 6A f�1 1.25I" SELL CN THIS CAAMDG APPALS TO T1£ COPPONE0 CFPICTEO ICRE OR/KCLL MUCAI(N . OESCGII YO INC IFLSS EVEMIRA C'O'IIFAC FOR. J' f UR.FAC. 0 0 0 0 0 0 Ol"', 11q SWLLl TBT E►_ PELIEO LFofl IH a1H O:W_R MA'4. ,P, . T40S.5 a&TF 1ne-11PTF CM . 1-1 TILTIORM DESIG!l SC£CIF[C111L11 TCR Imeo C9ISIRICTf0l s\� SPACING 24.0 S� I- N Job: IM1tEL--WALK-IN CUSTOMER CLAUDE 11HELCMEL) / T6 35' STUB COW TOP CHORD 2x4 FL 01 BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. T THIS DWS. PREPARED FROM COMPUTER INPUT ILOADS & OLMEMIUM51 bwmLI ICU 411 Tnva� �>•. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE s REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. N (U) 10 PSF BC LL CHECKED PER UBC CRITERIA.. IN LIEU OF RIGID BATHING:N TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.00"O.C. 11 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.000 O.C. MUST BE t.A PROPERLY ATTACHED TO THE BOTTOM CHORD. fu 00 a In r CD • 17-6-0 5-9-14 2_6_0 _ 23-3-14 23'3"14 J P OVER 2 SUPPORTS A-7050 W -3°S A=871# W -3 "S :A/U/1!U/- >E*IMPORTANT**SKV.L BE w AW WARNifVGIs "L v�-JIM�EFEc1107 CMID a o o (= a 4= 1.4; P�C+rI� C= O O C7 EEFI4110R FPC01 THIS 3ESIGl OR MESE SPECiO1Ca IT011S. On A°f Bp1Cllm. SLE HIS -91 BI TPI. Set IH11 OES[GO O p p I= FAILLAE TO uLmn TME TP!ASS IH C76'F(•4l416E HITH 0STE6 BT tp1. F --H ACD( :OT -L SPECTLL PERM IT111 S44CIIL p[ I= O ALOCH€ LCNIECTogs lnE HIES SF 2201 OLL11. STEEL lgtll?X ASIM Ct)M"*IP5. IMLEM DOUTAISE IIIO(CLTEO. 'C.D O C= CM A44S OR 9 EACEPT AS NOTED. 4PPLT C01F.ECIOAS E0 E4CH FACE or CH333 SWLI DE LATECALLi 11FACE0 PITH PrWED CC= �AI.PINE� A A110 USASS I ISOM N THIS CIESISI). It4R7S `QLSD EC WMCTOn LV Wqfl 131040 CEILI80° C SEE o c mJT 130SE PL.I CwMTICSS 50A -F. EES20fl STABD C9CFOIaL N/ApPLICLBLE FR3?jSi015 CF IAIS 9 Wt. Ali fl1iIMEEA'S MI1H1 �PLYAOTILCI.EO ipDE 1EERRE L DPCAIE I�/I/i.: FCP PM PEH TRUSS � SELL OR 1"74 0"1171iC WkEES TO THE cm-mlEr1T CEPICTEC ff�AE CAINALL APFLICAT701I, PJPHISH L Ci7I OF THIS O C= C_7 p 1=3 fl c= 111 011.1. a1R3 S11LLL 110T OS PELIED'J>OfA I'1 AH/ OTHER FN- CLSISiI TO TRE UTJSS MCTION CGIIALCTD°. .--TPI - TWSS PLATt IAz117OTE. to- - 199{ NLT..... O..— 9PECS1CA7iLVl fCP FOCO CC fSTF=TTCII :A/U/1!U/- - r r1mv AA .ja TC LL 16.0 PSF �QE�pf,OfES TC OL 10.0 PSF 9,e 4y C OL 5.0 PSF C LL (U) 0.0 PSF r�0' CJ3845 .^ OT. LD. 31.0 PSF ��iA SIA 1t UR.FAC. 1 ^25 SCALL n EF 8427-- aTE 10/ RW CAUSR427 A -ENG MO IIIIIN�III�l1�1 UDp (WHEL—NALK-IN CUSTOMER CLAUDE WHELCHEL) I T7 35' COMM TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL 01 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. THIS ONS. PREPARED FROM COMPUTER INPUT [LOADS 0 VlMhN5IVN5I ,U1110111CU UT IMUJi r—1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE n a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. c DAN CAUM427 95284917 CA—ENG MO n'1 fI nnI� f1 ``777 �11'„f bb I'I99[A''llllu' III��` ��pII l I ljlul � J (U) 10 PSF BC LL CHECKED PER UBC CRITERIA, a IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS ® 24.00"O.C. ro. 14 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.001 O.C. N)JST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7v m a to J 0-6-017-6-0 0 35--0 -6- 01 35' OVER 2 SUPPORTS A=12158 W -3'B A=1215# W-3"8 PLT. TYP.- ALPINE 0 0 o p o o y. p G7 O O 'p CJ C7 p p p p C:3 AQPI%c� O C=3 C= TRUSS C=3 TRUSS C= p C=3 p O p DESION CRIT UBC *NIMPORTANT**,:L"'LS E,111'EFs11D mommra 74^ WARNINGIAGSSE4 #704!92. EXIFEHE CAgE SHLLL TOT OE PE5004318-f FCA AUf 19 KVJOj1N. E2ECT:017 SHO s41llTEOiOrPQH DVttDHTNE MISS 1�1 OS! Ovvira;EFNtfH 7 BB 94 1P7. f@C11J. SEE s O[T QUILISe[C[B" P�Fvs [ ITIHZS CS-!lPPICf[GIP[ ALPINE CJSCECTQIS APE MV- GF 20GA MV. STEEL HEUCIf3 A37H GUMEKB/"S. Ut•ESS OTIESAI,E DOICAIEO. IOP ldaN Co 8 EICEFT !S IAHEO. APKI COOI•ECICis 10 EA:A FAC EF .W43 DULL EE LtfEP.LL11 BP:.CEO NITH C91FL0 11t1SS Lm 6C1E95 CINER41SE LCCATED CU THIS DESIGN POSIIICA if 11TAC)ED FLIVOCO SEMOC: 80Tfy1 CMID CGJLECTPIS Fin OPANll" 730. ISO 6 IECA•i. C851CJf STIIIAIPOS X714 P;V;za.f til A[/EO NIGID Ci1LDO -• Si[ COLFON A/IFPLICAPLE PM ISIQI7 OF NOS L TPI. of Br31G.CN'S UPPIE :ECRUCtL L$:MTE IT/1/911 ro4 FFLPEP SEA" 49 TNI: OPAN1110 ARILM TO THE COMPDIIEW DEPICTED "PC IUtNLLL A°PLICUICY P..I4*ASH A COP/ OF SH75 LII OIILf. AM SHALL 1.01 OE PELIEO UPCfI IA AIII OTFEP •tT. THE TMS EA!C11CII -11—TM. M1C01/ CA 0 0 - - F Rev 17.3s TC LL 16.0 PSF 1 v3 oo ffs` 10.0 ♦�4� TC DI"' 1 Q • 0 PSF V ,� �y C OL 5.0 PSF � U A ` [,• LL (U) 0 • 0 PSF r rIO' CIM45 tOT . LO. 31.0 PSF {'/, // ,� UR . FAC . 1.25 S 24 • Q q RACING SGALt =:U.3U/a REF 8427--79592 DATE 10/11/95 DAN CAUM427 95284917 CA—ENG MO n'1 fI nnI� f1 ``777 �11'„f bb I'I99[A''llllu' III��` ��pII l I ljlul � J P10I A•-Ti•I • IAJ5% PLATE I/ISEELUTEIDS - 199! fLlf10GAL OCBIGS.71011 ILA YOU CCSTNICIIO.1 1"1.- INN9I --WAt IC—tN CUSTOME I TO 38' SPEC GIRD TOP CHORD 2x4 FL 01 : T3 2x4 FL ,91&Bet.: SOT CHORD 2xB FL #1 :B2 2x8 FL SS: WEBS 2x4 FL Standard : W8, W12 2x4 FL 81: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS. Top CHORD TOOF IGID SHEATHING: BE BRACED ay pROPERLY ATTACHED PURLINS 0 24.00"O.C. RIGID C I iN'G OR co BOTTOM mo BERAL BRACING AT 72.0011 O.C. CRUST BEMUST HAVE FRAMING WITH A PITCH GREATER THAN 4- TIS AREA OF TOP THIS TRUSS IS EIESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOAD(S) WHERE SHOWN. - 5X6 (A �$ { jf . J t•• THIS OMG. PREPARED FROM COMPUTER INPUt (LOADS 6 DIMENSIONS) SUBMITTED BY ****LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATORMUR (A) 1X4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING - MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. REQ IRENENTSAOFSI"C.B.OE RESEARCH RED EPORTC#2949 WITH THE NOTE: EAD LOAD DEFLECTION - 0.23 EXPECTED VEXPECTED RTICAL TCAL LIVE LOAD DEFLECTION - 0.36 ". T 1'$11'14 _]__. _o 17-6-0 A - 3y 38' 3-0-0 OVER 2 SUPPORTS R-2536## W-5"8 R-12960 W -5'B l1257## �t t lTr.- xcl �• - CJ t=t= 0 0 0 **IMPORTANT*W PlpM&s *l E'EPF�otePE Fw AB* WAIN INUll'SSaSculm "{EaVCT,aN G"lo O"ps ll O O DEI[AIN41 FPCAI TRIS DESICl1 OU uIESE SPEGIFICATICAIS, OS Of BFAC PID• StE H:B-OI ALIII iPl. SEF TalI OESIDCC= C� FAILM TO EUlltl TSE ttt KS 1N CNPOPWICE 111TH 09TDA Be TP,. FDA ADD[IIOWI S"CCUIL =CRVAHElIT BWC1W PEOLtP7UE CONt'*"DQS 4FE NIDE OF 2064 GLLY. STEM HIETItb ASTM Gl/t4£P.E"TS.UtESSOfHEWSE1+4[CAtEO. SEP p L146 CN B ESCEPT AS Ip1EO. APPLY OOIIt[C1t As EO ELLS FILE Ct CHOTO SWILL EE �AFEMLI WUCEO NitaFPO O eXCCPTASU01LMLIED f,11 IMS OE5,G8, FoSIf1W a ITIW40 MINOW VEulattr.. DOt1tic OG [PPEGTOIIS PAA WUI1H;.5 330. l_0 C IEGA-f. CC37GII SiA1A1APO9 N11dP"f>DEMy ArrA?ED PtG70 CEILUL' -- SEC LG1fGML If/APFLEOBLE SP07[SIOtt3 OF I!A FTP[ III EIr7 SCEP'S /191t.E 1ECMIICIL LOOAIE 1.'/1/D11 iO0 PPLNA c� O ISt71«iLY. TAID SPALL p7BE[MEMO 4Kfl 711 17f10iFEHCMt7.MAE O[Sil Crll T6 1KCftSU55 EP Ctttdl Cpl AKT[N`IIIS O -TPI - TRUSS 0.47E 114574TU1E. im - 199CAI IOU FM ■-YID C0115IF4CT,01f rm- - F Rev 17.35 5L TC LL 16.0 PSF REF R427-- TC DL 10.0 PSF DATE 10/ ,.. ,:. 8C OL 5.0 PSF ORW CAusR427 to.C43043 - ` BC LL (U) 0.0 PSF CA -ENG MD , (Ip 43091 A TOT .LD . 3t.0 PSF IIIIIIIII CV.25 fitSOQ�\� 124 I IY�I SPArTNG 0" MFR. CUSTOMER CLAUDE NHELCHEL) / T9 4'8-3/4 MONO GIRD THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS G DIHENSION5J 5utlM1{It'ITST 1Rua* A^ Jot): I�fF1EL--kALK—IN THIS GIRD ER OESIGNEQ TO CARRY 35-00-00 TRUSSES FRAHING TO 70P CHORD 2x4 FL M1 _ z. f30TTOM CHORD FROM ONE 02,00-00 FRAMING TC/BC SPLIT N 80T CHORD 2x8 FL >N1 FROM OTHER SIOET— _ m WEBS 2x4 FL Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a. LI CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT /2949. 7.3.3. RECOMMENDED-09"NECTION FOR 39'0" TRUSSES 24" O.C. TO BOTTOM CHORD: LE (SINP_SON..LU28.! SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. N (UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER aD SPECIES, THE MINIMUM HEEL HEIGHT OF SIPPIORTING TRUSSES.) IN LIEU OF RI63D SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.00"O.C. F. (° A RIGID CEILING -OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD' 1.5X4 8 r,- H ti fA iv C { M 3X6 (Al) 4'9"12 2x OVER 2 SUPPORTS R-14340 W -3"B R=12570 W=3"8 Seq: 52249 PLT TYP.- ALP NE DESIGN C T BC A 0 - - F Rev 17.3s SCALE = 0.5000 3HiHIMPORTANTxx,La'�E E"" R" PR[au Ts n:c WARNING"'sEE9 9EtV:A2 EYI1101 uu TC LL 1E• .0 PSF REF 8427--79594 0 o a o o C -HLLL IDT BE AES SLZLE FCA All# VI YJcY1111 4 EFEC:IDO LW pp,0f ES c__'3 r-1 EJ Q 01mucrf FPw IHls nEsisD C7 imc w-clFlt►11Ous. (A `0f EPSCII.6. SEE IOB-9l O. 11•I. STE ftI1S CESIWI TC DL 1l5.0 J . O PSF DATE 10/11/95 ,—� ,•V tl[IU�E TO BUILD TIIC -"056 :'1 CCti OIAL'IAE YIfH OS 166 Bf TPi. I(A L[O[I IOIPL 51'ECfK DLWIL:IEL`f &aLC [IRT uC \~� C DL :.] . Q PSF DRtI CAUSR427 94284519 L� O p p LLPIIs ma;tcrO99 APE HLDE OT 20GR OLLV. STEEL MEET 11#2 LSTH GU]4EITJ]T5. LRL6s Oril,P"[SE ILOiCLTED, TEP V 9A N46 6i B EXCEPT AS MUTED AOPLI =P-ECT04% TO ELCH F(CE CF GgOO S►ILLL EE L uERL'.L( SLICED ullY PA7GER 0.0 PSF CA -ENG MO /1 o ALP i N O Q TIASS Alp IFALSS O11EFl115E LECA)ED Of. THIS DEs]G0. POiETTcu L t ATTACKED PLIMOCD 30TR'HI.•: Job: {M(NEL--"ALK-IH CUSTOMER CLAUDE WHELCHEL) / 710 4'9-3/4 F ORD 2x4 FL NF1 ORQ 2x4 Fi.i EBS 2x4 FL Standard (CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER N0S-131 TABLE 7,3.3. 4 THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 ItIWKsjLIN51 ,Ut1RATltU cele I1l1r,i C.rn. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE C REOUIREMENTS,OF I.C.8.0. RESEARCH REPORT #2949. N IN LIEU OF RIGID SHEATHING: a TOP CHORD TO BE BRACED 8Y PROPERLY ATTACHED PURLINS ® 24.00"O.C. v A RIGID CEILING OR OONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE to PROPERLY ATTACHED TO THE BOTTOM CHORD. lu m b. UI lu 2-6-0 1 4-8-12 4 ' S o 12 ---� OVER 2 SUPPORTS R=3310 W=5a8 R=92# W=5"8 CA/0/1/0/-/-/F Rev 17.3s 5 a O u.auuu PLT. TYP- ALPINE IG )E3:IMP0RTANTi�x�LP E"ll"E" ow." s. nom. WARNINGi9ifi� 9=0UTAE E2IREvE CA9E it A-0 c 4eGf `S TC LL 16.0 PSF REF 8427--7959fi E= C� I= O O O TEE A!SPC FW ONtLI G• TC DL 10.0 PSF DATE 10/11/95 O O C� O OEY[47(CrM FwN iPl! 011760 CA TIESEKXtL SPE 107SF LIN BR1C16^+. SEE H1B-6L B 3EECtHIS PEPwtiCOt SaLG[MS OR ��T1.� O O O C� ►LtLWE TO EURO TM•E IPUSS UI CCIF'..PwgCE MTaM 95160 9/ TP7. ►OP LOOIT191r:L SPEGR Ol•laOESE IPOISL of TOP V 9 r"y CDL 5.0 PSF DRIV c+lusRa2� sgaba9z: C7 Q C=) O ALPINE OO101CC10a3 LPC MACE OR 20I M SALY. STEEL NUTUr. OWN IS gDTCo. AQPCY C01)FCTOPS -0 ELCM FCSE IF W-WEUIS VS -CSS CNOaO 5W.L EE L4fEPtLLf EPLC`0 a1T1A FwPEP C, (+ LL 0.0 PSF CA -ENG MD o ALP INS o O L<IS 00 B E>tLEPT (WAS uro UhE55 OTHFJM15E LOCLIEO C« 0415 OES1S0. POSITI01 Lt ATILWiO PLTMOCO SNEASNIML', ESTtCN 01SEE FW.PEOLV ATT�:NEO 0=0 CEILTUS •- SEE '1o. C438Qg M^ .• OT.LO. 31.0 PSF O O cC•zlmTCPS PIA C/A1A1"65 IWC 1!O c IOx-r. OtS1C0 STLIMR6 GC:ITOR't IVLPPLIUDL! Pa0Y1SIM3 OF 103 S TPi. LO 06.11EWS 41TP 1LPEIF IECNI]CLL LPDATE fl/I/Oli FGP PPOFEP * Fll'1 (/ 1.25I��I�II�j�VIII III I TRUSS sEu 0.Y IN1S CPAxM LFPLIE9 TO THE COVY04UT DEPICTED MERE O9fCLLl LPFLIrATtOtI. FLPUISa 4 COPE 0. TMS v, * UR. FAC.. C=3 O O O G E= O . O IRI 0•A.l. AND SMALL 'JOT EC RELIED LPRN 111 A"f OTNER OLY. O[S [4N TO 1FE iWlSS 10[11011 colTFACFOa.■ ALL SPACING 24 . 0 v--Tpl . lRIHSS P LTE It6TEfUlC IjaS • IS91 IALil0191 OESESN S:ECIFICATI01[ F04 1=0 0J:15IPUCILE91 jNHEL--KALK-IN CUSTOMER CLAUDE *MLCHEL) / T11 36' SPEC COFFER TOP CHORD 2x4 FL 01 BOT CHORD 2x4 FL 01 :63 2x6 FL SS' WEBS 2x4 FL Standard :m15 2x4 FL 01: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION >= 0.37 " EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.39 ". =1 THIS EKG. PREPARED FROM COWPUfER INPUT (LUAUS 6 UIREMSIU1b) 4UINo111tu IIT Inusb W E'1 (A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO a �BE`EDUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING c MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO ,A N SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE v REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. as (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. OI N co IN LIEU OF RIGID SHEATHING: b TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @ 24.00"O.C. cn N A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT•72.00" O.C. 141ST BE N PROPERLY ATTACHED TO THE BOTTOM CHORD. (W) THIS AREA OF THE TRUSS IS DESIGNED TO SUPPORT AN ADDITIONAL 8 PLF TO THE TOP CHORD. 2'6'4 L-0, 17-6-0 12-3-2 (W) 8-2-14 -6- 19-1-12 4-0-0 10-4-12 38' J OVER 2 SUPPORTS R=13226! W-508 R=11646' W=5'8 O Q C Q C Q C� C= Q Q [= I= CZ Q O C= Q G7 o cAI.PIN 1� o G TRUSS a d d O Q C= O C= !*IMPORTANT**PLp"" ETS),'em" PATS. 1110 SIOLL LGE 61 PESPOISIBLE FM Alit OE MIGH FROM 1415 0[Mlll 1R IHr.SE SRC"I'S LTIC11 , CA Alit rA)LOPS 10 YYILO 11-11. I4JSS III 0Olr0;*WZE 1]Til O510/ BY TPC 1LP" COPPRCT13RS 114E HIOC OF QOEA GULV. S)E[l 10E1)IG ASTM 1445 OR 9 CIZEPT As Holm. APPLY ColiaMM 110 EXAM FACE OF T4USS Al0 WILESS 011JERN1SE LCCLTED 07 1I113 0E51CH POSITIOI4 1 01111ECTORS PED 01"A111L4 t00. )SO T 160A -F. OESIGII STAwA"05 WIFORA N/APPLSCIRL[ MUSEUM OF 105 C IP). All 6'AiltEpl'g SEAL U/ TN I5 MA11115 APPLIES TO TIE COIM494T CEPICTED HERE III ClA r. AM SNtAA 1101 SE RELIBO If04 Ul AM 61HER I"- WARNING,,"'sa i01�EaEtC Or "ARE AM BRACING. SEF t4B-91 Br IPI. SEF: THIS MIS" 4 r014 A00IT[Cftt SPECIAL WINA1411T DUCTIC RC y O1IIIIEIEMS- 111AESS OTHER43SE IMICAIM lOP CH O SBALL BE LAIEPAW4 SPACED 111!1 FRCPER W qY. LT ATTAPEO PLIll= SIVAIMIX, 8011M CW3RD NIIR PvOpEV,T All AC17Ep 141510 031.1143 -- SEE #, ALP)F1E 741E-9NCAL IMAM :711/011 FOR FRMEA ORCxALL AGA IUI)otl.'PJ�I ISH A COPE 0► "HIS OES]CD fO IK IWJSS EPECTICIS CW;1PACTGA. It sPECIFICATIC11 FOR HMO MMIDOO1EO11 JE.AIt - U.1010 _F R427--79597 n IV kTE 10/11/95 Y 1W CAUSA427 95284522 N A -ENG MD -1 1111111 ip III III IIIpIII, TC LL 16.0 PSF TC OL 10.0 PSF .• ,•. BC OL 5.0 PSF o.C4Je45 " SC LL (U) 0.0 PSF Em 61091 TOT. LO. 31.0 PSF OUR. FAC ,1 .25 d R5 i Q' cnarymn 24.0' JE.AIt - U.1010 _F R427--79597 n IV kTE 10/11/95 Y 1W CAUSA427 95284522 N A -ENG MD -1 1111111 ip III III IIIpIII, Job: CLAUDE KHELCHEL) / T12 42' COFF HIP 12' S8 TOP CHORD 2X4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL. FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE MANUFACTURER. NOR TRUSS FABRICATOR. PERSONS ERECTING TO SEEKPROFESSIONALUSSES ENGINEEREREGARDINGECONVENTIONALOVICE FRAMING.A LOCAL THIS ONG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. A CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE c REQUIREMENTS OF I.C.B.O. RESEARCH REPORT X42949. N (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. A EXTEND--" I TOP CHORD OF TRUSS TO HIP RAFTER AND SUPPORT TRUSS N EXTENSION EVERY 2-0-0 FEET. LATERALLY BRACE FLAT TOP CHORD WITH -2X4 03 OR BETTER HEM -FIR 0 240 O.C. WITH 2-16d NAILS AND 2X4 DIAGONAL BRACE PER HIP -91, FIGURE 33. SUPPORT HIP RAFTER WITH CRIPPLE AT EVERY 34". NOTE: ALL JACK AND RAFTER EXTENSIONS_ MUST BE SUPPORTED EVERY 2.0 FEET TO FLAT TOP CHORD OF CA -HIP SET.r IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 8 24.00"O.C. A RIGID CEILING OR OONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST SE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7 -ti -4 10-1-0-- 15-1-12 4-0-0 i0-4-12 4-5-8 X4 34' -� — r OVER 2 SUPPORTS_ R-1054# W=5"B Ra1054�3 W-5"8 IO m N on s U1 N w SCALL P.v.IOFa F R427--79598 TE i0/i1/95 ,D K CAL1SR427 95284523 f+ I -ENG MD k ....,......."...m. mwun m: S N C �A U 7 U - - r ncr A. .. )LT. TYP.- A PIN o)fIMPORTAN7iii(gwuuAi ac�G,° 0 E,;;,' WARNINGuJ4Y nrqECU'EEzciiar+AVIEK ui o �yYOEES TC LL 16.0 i� PSF PSF Q o 0 4= 1= Q on ti. 0i0 TPE. SEE 11BnACIS l�:'.IpE FS°ECIBf TC OL C O Q G • Ft[LU9EVII B 1LOBTBCBFat65 [N C71sRs•4ucE tlfIMFLSiBa BY 7PUS, STEEL VEEIIIO ASI -+1 !W fG0['!Ol:kLEE PElalll'EIri GUFayElI19. LN�SS mY_Pntst [IpICA.ER i0P 9A �y C OL 5.0 PSF [= O p Q ALPQ4E CCId>tCipP4 APE K90E CF ZMA GALV- 9446 69 B EICEPT AS FORD. ACOLY CG:FIEC[O7S To EACs FACE O! C"M •MALL EE LATEPR LT B]LCEO 4ITH PP4=EP W CLL (U) PSF C Q O O o ALPINE Q iNJSS Alp wLESo oTHFfi41SE L.71.TED 00 11431 DES[6.I Ip5t7»U DL5 [G'M SfAtp4P]9 Lf lT[A0/ED 0.140CD SEEATNt1G BOTTOM CNCPD Y1fP PaCaE0.r 4itAC4Ep P1Si0 CD LI14: — SEE �O L'Jj84J ,'_ OT.LO. 31 .0 PSF d Q LQ4.1[CTCPG P[G !J'A9 {1L5 t <. ISO C 190A. -F. Ca1.OPM lifTLFCAOLE PP '/EST A OF 16S 6 TPI AN EIIG [AE:'A'S ALPME IECH41CAL UPDATE 17/I/911 FO9 PPGPEN Ell G „ UR. FAC• .1 F� i • 2�+ O TRUSS Q SEAT ni THIP L447x116 On'IS TO THE WFUE14T CIEPICTEO <FE OPOIALL APPLFC4TIa4 lSRI14M \COP/ 0! iHFS J. QC Q am O C= 4= C= DI GIM% yW1 l4OT OE PCIIED VPC14 III Lo" MISR PAT. OESf6Fl TO IK TOMS EveCTIC14 C9'Rwl_TCA. SPACING 24. 0" PIATC F14511TU:E. IO4 - 19G1 NATI0911. CESIGU SPECIFICAIIOB FO9 PGOA CCUSI9UCIIO.1 r_.IP1 •aLV T; IO m N on s U1 N w SCALL P.v.IOFa F R427--79598 TE i0/i1/95 ,D K CAL1SR427 95284523 f+ I -ENG MD k ....,......."...m. mwun m: JOw. CUSTOMER CLAUDE TOP CHORD 2x4 FL 81 BOT CHORD 2x4 FL 81 WEBS 2x4 FL Standard t f T13 42' STUB CONN ` THIS DIPS. PREPARED FROM, COMPUTER CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS B 24.00"O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD - 9 DIMENSIONS) SUBMITTEO BY TRUSS MFR. (A)—IX-4-#3-HE - IR OR BETTER CONTINUOUS LATERAL BRACING TO LBE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH:ENDS�TO A( SUITABLE SUPPORT-BY_ERECTION CONTRACTOR... --J CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 82949. (U1 10 PSF BC LL CHECKED PER UBC CRITERIA. 5X4 17-0-0 17-0-0 3X6 3X6 3X 34' OVER 2 SUPPORTS R-10548 w -5"B R=10541 W=5"S )1IMPORTANT NsF3lL BE F*Sp0H5.11eLf WIf 1+iARNING„r'SHU13LIt.r. C OL AV FCA EIECIEV4 A1.0 OVILf(C01 FRDI THIS DESWI EF THE5E SPrevICAT(MIS. OR Auf EPACIRG. SEC HIB -91 BC TP(- SEE [HIS CMDI PSF FAILUPE TO DU" THC uMSS TV C7IKC4K0fZE WITH 05106 By TPI FCR WOf%10'1AL SOMAL PEFHL0EU1 80[6110 FE � ALP"E (XI ECAGAs APE WOE Or ZOGL GaV. STEEL WEET"D ASM CUIFEPEUIS. IALESS DFHEP0ISS ILDECATEO. TCD OT.LO. 4049 Cfl 0 EgMT AS IOfEO. APPLT CCIM"O0S TO ELCD FACE Cl- CM;* SHILL W L.ATEP LL.L7 ERLCED WITH CAUKA 4dw WIGS 070 LYdCSS DTEER4IEE LC14TED pet THIS OES!67. POSITAO9 LT LTTACKU PLTWOD jMeLIHISG. B7fml iw_'Iv C33IJE T9aS PER 1:001132S l&0. 151 C 1EDL-P. DES/61 SpVAd`S fill& PCC-ZPLT' ATTAMO FMIG CEILDIG —EES 0011FO01 WAF.'IACAELE PR079SWIS CF HIS L TP(. All EGGUIEER'S AVfIE 1ECHutt1IL LPDUE (1/1/91) FCR PRGFER S'_4L OI THIS CRAWII6 URNS TO TWCCW4,IE14 EEPICIED KAI OPCAALL A^PL!CSTIO/ ftf11;SH A CDP1 OF THIS Ill Ct". ATO SHALL fDT DE FELIED UmMJ N 4111 OTHCR 3rAV. OIS1Gu f0 fl! 101155 l0ECT10u COITWCTC0. 4 A --TPI .1/0135 w Lir 1tl4:1 TUTS Mg - IS91 HACIOl1AL OCSEG'1 VECIFICLTIO'1 FCR WL700 0011STFEICT(C41I vc -4B. TC LL 16. 0 PSF C OL 10.0 PSF C SL 5.0 PSF jrJ091 C LL (U) 0.0 PSF OT.LO. 31.0 PSF UR.FAC. 1.25 7-13 `A-Eigiyi pMiU� to ED R1 m b UE N U1 Job: CUSTOMER TOP CHORD 2x4 FL M1 SOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard / I14 42- STUB CONN CONNECTOR PLATES DESIGNED FOR GREEN LUMBEA PER NDS -91 TABLE 7.3.3. 0 THIS DWG, PREPARED FROM COMPUTER INPUT (LOADS G DIMt N5WNW WOR I IW t3T Im" 11r•n ;(A) -1X,4 iX4 0-3 HHEEM-FIR OR BETTER CONTINUOUS LATERAL BRACING 70 n "--BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS, BRACING c: MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENOS TO A N SUITE SUPPORT -8Y ERECTION CONTRACTOR. �D A CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.S.O. RESEARCH REPORT b�2949. to (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. cn N IN LIEU OF RIGID SHEATHING: co TOP CHORD TO BE BRACED 8Y PROPERLY ATTACHED PURLINS 8 24.0000.C. ED A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.000 O.C. [1ST BE a PROPERLY ATTACHED TO THE BOTTOM CHORD. 1X4 20.1 21-0-0 17-0-0 38-0-0 38' OVER 2 SUPPORTS R=11640 W-5"8 R=13220 `W=5 8 7-/ ' r"^`• O _ O d O O O *IMPORTANT PIrT=u1Gn+EnED PI'MICTS. 111. 11'"'11107 BE AESPO'IS[ELE FCA A•IY WARNING""'S"'sMQUICEEe..TntwSCw=_ TII tMVIL1t10, EPECTIO•I A713 t ��CS TC LL 16.0 PSF REF 8427--79599 CR AM OPArIlIS. SEE ata -9I of 1PT. -a THIS OES1G7 OQQ Q� TC DL 1O.O PSF DATE 10/11/95 oAUS CHYt1ftCII TOOH THIS DES[GII 1171 IHESE SPE'aIf[Uf[LYt5. PEPPAMIT PF1C11.G AE ~C FAILUER M 091LO IaT TPLSS 7I/ V3'FOPHHYE Iftii 06199 EY 1Pt. "STK TCF LOOMONl_ :PL.I4L OUIa511E1A3. 0.1E SS OTIf" 5E 111) WED, T07, DL 5•O PSF DAW CAUSR427 5284524 CA -ENG MO jJ/ rLL� ALP[ItCL"UEC100.4 CY WL'P_ OF Y+84 QALY. SIE CL HEETTIC 144E Cil 8 EXCEPT AS NOTED. ADPLY COIAECTKS IO EI:1 FLUE OF CHM MLL OE LATELALLf EP3CEO NETH 90CPEOC LL (U) Q,O PSF mssAIMDOLES6 OTIEWISE LOCATED CYI TYI9 IIES101. FC?t170N L9 CTUCIE0 PLYWO3D S/ELTI.Ork aOFT4v EM"Dtall&CIOAS 4ISED CEILEIT -- SEE r•04,7845 � 31.0 PED OACA%GS 537. 10 C IG&L-F. OESiGOJ STYOIACi ■"m FACS)-ALY Al1ACKU 1/11/911 FOO MPEA * (J'E OT.LD. PSFIII�I�Il�INO CCNFTLW BfAPFUCASLE PPO.1 MIS CF TOS t TPI- AN ZIME'"A'S SEAL CN 1a [6 0"0/9311 IP7LIE6 To TIE CONCIIEIIf CEPICIED SEM ALP7•.E IECIVIUL IPCA'E RIi ILLL APPLiCA1100 F16MISH L CCP/ OF EH 16 OLS]GN i0 Tlt fAJ55 6CCT[G/ [pIRAR:tLA. 5 �� % UR. FAC. i • 25 711 p1f. Aho 5HKL BOT a- PLLIEt LPYAI IO AHI OTHER K". P,-- 9 �•' SPACING 24.0' p p O O O o . . Tans PIATF 111I[fuiF. ADS 1991 UIL110VCL OESt61t VECIFICATEM TCP CMO CC/ISTPUG11011 Job CUSTOMER TOP CHORD 2 x 4 FL #I BUT CHORD 2x4 FL #1 WEBS 2x4 FL Standard / TSS 42' HIP 16' S6 CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IS M07 THETRUSS IBILITY DESIGR.NAL PLATEAMING MANUFACTURER. NORRTRUSSSFA RICATOR.TH NEPERSONS ERECTING SIIONALUENGINEER REGARDING CONVENTO TIONAL FRAMING.A LOCAL ,(EXTEND SLOPING TOP CHORD OF TRUSS TO HIP RAFTER AND SUPPORT TRUSS EXTENSION EVERY 2-0-0 FEET. LATERALLY BRACE FLAT TOP CHORD WITH 2X4r BRACE PER HIPH9I.FF FIGURE 33 .CSIPPORT2HIP RAFTER WITH CRIPPLES ATMAILS AND 2X4 � EVERY 34". NOTE: ALL JACK AND -RAFTER EXTENSIONS MUST BE SUPPORTED EVERY 2.0 FEET TO FLAT TOP CHORD_OF_ CA -HIP �SET.—­­--) IN ET.— ---- IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.00"O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. r THIS,DWS. PREPARED F,RCH CUMPUIER INPUI Ii.UAUJ b UIMPOOLUNaf aU01ra rw o. .. , CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE s REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. Ch (U) 10 PSF BC LL COCKED PER UBC CRITERIA. A N 14 m m to m a N N ._. Ln 15-11-4 10-1-8 11-11-4 -1 _6- 3B-0-0 R-13226 W-508 38 OVER 2 SUPPORTS _F 2'o•t R=1164# W=5"8 PLT TYP.- ALPINE O O [= O O O C=3 e t� s= C O O O 7 [= O O ALPINE Cm L7 O G TAUS O t= O C G O O O O DESIGN CRIT VBC >EKIMPQRTANT*tELLPIIIEEIGPEERVO PPCVJCTS, nlC SHALL IAT 2E CEVO:SfeL: ,Op Lill FmL110E w BUILD IK TQM 1D OWIMEf 131" HL W roc APIrC CQ1'FCTM TFC mL" Or 2)GA 640. SIM. IFETI16 ASTM Ssif 6a B E{LEP'1 AS I13TED. LCI;i COM:EC rC% tO EL_p F10E OF 11"� FIp UPREss OWE{ ISE LCCL,ED m f1.111ES904. PostTlm, CL1811OCICCS ago ts'LY7res, 117. 117 C 160A•F. 7[616" SfUOLCOS C wow WAPPLiC18.£ PwasrRl4 CF {IDS C TPI. )N 1:0071fELP'S SELL CN Txls DRA/rv; LPPLIES TO Trti Caw)+I1r CEPICTED Pfl� 7N NAY. FI." SW.LL A7T fE PK ICQr 111 LQf 6:Nea YAT, .�tof Tarca wLT1 " T1ttrTE L!)a - 1561 IIA7IO-1. D -Mil . y�ARNING'�°S`ES`E'UI�E Z -WS EAR. 111 "1CL1.9S. CREPJI011 Aft! 1COCc0D-11011% SPECIAt KGVAIE-21 SPAC114 RE CUICE►EIAs. Ll"SS OTIEPd15E 111�[CiTSO, 1GP C -OV 94C.L i¢ LLT[C0111 CD1C£0 M11N CL:!'Pci a LTTAC1If11 rLYA77Q E'fLiP fIG, 0[•117[ Mi11 O. CA CCEPEFLY LTIAEIEO t16:c CE 7rG — SL[C4.��5 ALP]'.f 'ECi11CIL LPC.LIE 17/1/0{. FN rFCF:R p(SH.L APFLICLT1C` fL'PY[S/ h CC?f QF II111 CESION IO tN; tMJ55 L4'CTtG! C9AP1CfCR. SCECIFICATIOII FCC 1601) W.STP1:CTTOC CA/0/1/0/-/-/F Rev 17.3s TC LL 56.0 PSF a?SOffS t4Q�• : TC DL 10 .0 PSF O 9A CT C OL 5 . O PSF tr � A � CLL (U) O • 0 PSP 110. , ^ ;t OT . LO. 31 .0 PSF id' 14 0091 1 �'1C UR • FAC • 25 �f9 - / SPACING 24 Q" SCALt = U.lt$fn REF 8427--79601 DATE 10/11/95 ORW CAU9R427 95284526 CA -ENG MD �/ Illppp jj¶11 111111 777 9TI II 1I�IIO�UII �II�I �I�III �II�1� 999 1 n r fV N CD 1b: : 1 • u nuernucc reaum wHELCHEL) / T16 42' COFFER HIP B' SB THIS oNG. PREPARED FROM 3P CHORD 2x4 FL 01 :TA 2x4 FL 010et .: 3T CHORD 22x4 FL Standard 6 FL SS. :B5 2x6 FL #1: 3NNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE .3.3. MUIREMENTS OFSINCSB.OE RESEARCHDREPORTC#2949. RDANCE WITH THE J) 10 PSF BC LL CHECKED PER UBC CRITERIA. I HIP DESIGNED TO SUPPORT 08 -OD -00 JACKS WITH NO WEBS. XIEND SLOPING TOP MORD OF TRUSS TO HIP -RAFTER AND SUPPORT TRUSS' ,XTENSION EVERY 2-0-0 FEET. LATERALLY BRACE FLAT TOP CHORD WITH 27(4 13 OR BETTER NE14-FIR 0 24" O.C. WITH 2-16d NAILS AND 2X4 DIAGONAL )RACE PER HIP -91F FIGURE 33. SUPPORT HIP RAFTER WITH CRIPPLE AT :VERY 341'. NOTE: ALL JACK AND RAFTER EXTENSIONS MUST BE SUPPORTED _'VERY 2.0 FEET TO.FLAT TOP CHORD OF CA -HIP SET: —'�` -� ;ONVENTIONAL FRAMING I5 NOT THE RESPONSIBILITY OF THE TRUSS )ESIGNERI PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. 6 V7,- 1.5x4 3X$ (Ai) k A -3150f W-5"8 11 T TV0 — AS PINF OESi 0 o E= C=3, c= 0 O C=3 C-7 C7 Cd D = C. [� 0 p G O o C=ALPINE � a TRUSS o (LOADS 6 DIMENSIONS) SUBMITTEO BY TRUSS MFR. n 2 Complete Trusses Required N NAILING SCHEDULE: (10d9poxs831s) n TOP CHORD: 1 ROH @ 16 D.c. BOT CHORD: i ROM @ 16' 0.c. WEBS : i ROM @ 4' o.c. ISEEACH EQUAL S ACING BETWID EEITROWS AND STAGGER NAILS (A) -1X4 b3-HEMLFIA70R-BETTER"CONTINUOUS LATERAL BRACING TO LBE_EOUALLY SPACED. ATTACH WITH (2) Sd NAILS_ BRACING/ MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS-TO_A- SUITABLE SUPPORT BY ERECTION CONTRACTOR. NOTE: EXPECTED VERTICAL -LIVE LOAD DEFLECTION - 0.63 ". 3X4 26-1-8 -0 42' OVER 2 SUPPORTS "IMPORTANT* SvALj_Ew; sea SFauieEt rCAR a r. WARNINGio 1C1.110S. EMCTEG! �D Cff1LTECH FPM THIS OESECII CR U4SE SPECIFICITICHS. W Al1F aPACIID. SEE HIB -91 BI 'Pl. SSE :HIS CIESIDO FAIICIE TO BU•W THE TPJSS IH CCDF9Ph1M Wl TCI CSTEB Sf IV;. FEF ACCITION97. SP!CIAL FER1UHZ" aALCIND PE ALPIIE MILF.CTM AFE WOE Cr iBEA 6". Sleft MET915 ASTM CUIFE4"c"OTS. UILFSS DTHE4UISE 71DICAIPA TCP A44E G1I S EACEPT AS nDT`-O. 1,oPLY CDIJECTCDS TO EACH FLCE OF CKW 5PALL BE LATEPALLf ERRCEO WITH PPGFEa IMSS t1:D IR&B, 0,4,01156 LDCAIED CH IRIS DE91GC. 1,75[17011 LT ATTACHE) FLfW=D SIEATHD!EL DOTTPL CKRD CMECTCRS PIA D RAY11ISS 170. 1" C 16DA•F. GESISA• STALDUQS "110 MP:FLT ATTACM P:GIO CEILEIA ^ SEE CCISOPH f/4PPLIC7A9E oPO11SIOHB OF LCIS C TPI. An 1919LIE±A'5 ALPNF IECIHOCIL UF'BATE (7!/911 FOR FACKA SEM CH THIS IRptT1r, APPLIES t0 THE COW011E01 DEPICTED MEP[ ORE/LLL APPUCATERI. FURI)SH A CCPt OF N15 IN MLT. 4D SRg1 IIOT BE FEL1E0 UMI/ :11 R!f O11ER HAL_ I CESICII fG :IE T91_4S EPECT1911 CDIl:PACTOA. C0A;JJV /h \�---� T 4 4 1 (A!) 14 4- A 115516 - �9 B4 7 -ii -4 9-2-8 4-5-8 -6- R=3149# W -5"B 1/0/1/0/-/- Rev 17.35 bUAL o v pgOfES 9a 7 r/0 0384, '�- 63077 0/[c/u IC LL TC OL OL LL (U) T. LO. UR •FAC . 16.0 10.0 5.0 0 .0 31 . Q 1 .25 PSF P_SF PSF PSF PSF - - REF R427--791 OATS 10/ 11 ORW CAUSA427 9! CA -ENG MI�D��II�� I1IU�111I��I1ill0l �7I, ID In N m A ED N -4' n r N Job: IKHEL--WALK—IN CUSTOMER I ISDE1 T17 22'6 DTC SPEC SGE TOP CHORD 2x4 FL #1 .71 2x4 FL #1&BBt,: SOT CHORD 2x4 FL.#1 NESS 2x4 FL Standard C0NNECT0R•PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER. PLATE ERECTING TRUSSES ARE CTCAUTIONED URERNOR TTOSSEEK BADVICE RPERSONS BY ALOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. NOTE: THIS STRUCTURAL GABLE TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING AND HAS 30 OUTLOOKERS. GABLE FACE TO SUPPORT ,FILL LOAD NOT TO EXCEED 10 PSF. 2X4 TOP CHORD FILLER BLOCK. ATTACH TO TRUSS WITH HEEL -PLATES SHDM PLUS 2X4 PLATES AT 240 O.C. THIS ONG. PREPARED FROM COMPUTER INPW 1L.unua Ar uAntna[unal awora.+•c.. �• n KK*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*KK a c N p a N CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REGUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. EXTEND SLOPING TOP CHORD OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 0.00 FT. TO FLAT TOP CHORD. LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEM -FIR i3 OR BETTER @ 0.00"oc. ATTACH WITH 2-16d NAILS & 2x4 DIAGONAL BRACE PER HIB -9i 13.2.1 (FIGURE 33). OR HIB -91 SUMMARY SHEET (FRAME 3 THRU 6). OR CA -HIPS OETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 00-00-00 FT. oc.. i -0 9-0-10 0- 3-8-6 OZ&O 9-0-10 _I I 2-5-0 22-6-0 2-6-0 22'6" _1 OVER 2 SUPPORTS R-2174# W=5"8 R=2174,8 W-5"8 Kim A1.r11vv_ O O Q O 0 0 O O a O O l7 O G7 O O ' C] O O O O C=) o ALPIN O O O O C=3, TRUSS r, O O O [= O O v o .. *11IMP0RTANT�I LPPE EwgeE4Fo FTCO6CTS. 14:. SPALL 6aT FE RESPaaral ICA ACT 0.`IEATIW FPOH THIS 0tSWI OR THESE SPECIFICATEOTS. OR ACT P&MLM TO tAW TKTIMS PI C90 M1110E 9) IN 05706 8f TP[, 11PI1L' C061ECTIAS AME MAG! of 2DPA D6lV. 9iE[L NEI IPO ASTM A446 SQ 6 MX I AS NOTED. &INET CCA►ILCTCPS TO EACH FLOE Cr IFSAS A1D'lD.E55 CIH4A1l ISE LOCAr D0'1 THIS IIES1 S11, ME CC411XCICUS PED OOAH11105 170, I59 C L60A-F. OESISD STAUG MDS CG7COPN M/APPLIClBLE PWIlslaE OF 1103 L TP[. All ET771LCER•S I IAaa Y, L 041 THIS uO sMAu x01 BEIES TO DIE PFL[ID LPCN III fl 1[iACTED M TE WARNIN©"55" "E"u"" EY7gLeF U9E IP *x1j , EMEC1lac Ago aWP. SEE 676-91 Or IP[. SEE :MIS Cf41fi11 G FCR A0]lT[a1Ll SPECIAL REFNL•IEIri SALC914 AE CIHAENEIl4S. OILESS OT10MIS: IID1CAIE0. CF040 SHILL FE LAIEPJ.lT 84ACE0 XIiN PDDoE Lf ATTACKV1.030SHEAWICG 89TTCH CM M718 PMrpEPLT ATTACHED PI -m V -11.C -- SEE ALPINE ICCr1PCL•_ LFOLTE P/S/911 FCA PacFEC 0[516 L10P IM!CTPL55 EfECT1Ct1 CMNLCTOgTN15 YTpfl"• " QtV� 1 �� I l f. ,\4, ��A '% • , K T i0•Cd3O,1! �- 'A 61%4304) It f� C Y� tt0���� `11 --- TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL (U) 0.0 PSF TOT . LD . 31.0 PSF ,I D�JR.FAri. a • 25 SPACING 24.0" A__1PI IAUSS PLATE 1/91[Iu1E. HOS - 1991 fIRT[Gur_ OESICI SPEC]FICAIICU CW ACfCI CrusiMCIIDII r/7 m EA N m A En N CID 5(:ALt IS U.4CIVU f- fU kD ul EF A427--79603 aTE 10/11/95 ;o F1W CAUSA427 9 284528 A -ENG MO/0111/ Jab: INHEL--NALK—IN CUSTOMER CLAUDE WHELCHELI / 718 22'6 SPEC COMN THIS DNC. PREPARED FROM COMPUTER INPUT ILOAOS 6 DIMENSIONS) SUBMITIFD Efr TRUSS MI -M 0 TOP CHORD 2x4 FL rYc:i CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE D 80T CHORD 2x4 FL 01 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. WEBS 2x4 FL Standard N (U) 10 PSF BC LL CHECKED PER UGC CRITERIA. a fU CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 14 7.3.3. m CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS Uf DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ^' ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL m PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. Ln IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS D 24.00"b.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ■[9 9-4-13 3-8-6 9-4-13 2-g-0 22-6-0 2-6-0 ' 22-611 OVER 2 SUPPORTS R=8271! Wa5"B R=827# W=51'8 -1L I Y - AL LIVC Z3a, I --- ncr A7 **IMPORTANT oEE$PJIISIELE wARNINGI,1;'�Xf,°,F�L94�;'E `AFE Ca O C� G O •�- SHb.�f7E03 LE I'm AllI SIM O •.J- C=PTRUSS 1$(ILum FROM INTS OES[C.1 OP [ME SPECICICLTCCTS. CA AIIF SPAC1115. SEE MIB -91 IT fp) • Sc_E fill$ OES)^A t-JC7 C= TAltUPE TO BUILD rNE tRL5S ]1F CO'IPCFNOfCE WWII? 05189 BY 1PI- FOG AIOITICfuL 6PEC1Ll FF1+P11-711t TFL:pIy PyG7 =1 LLPIAE CO9YECfCF13 APE 190E OF 2034 GALE. S•EEL WETIIG ASTM OVIFEIVITS. U11ESS DTKFNI'E 1UCIC"30- 1C0 T T= A440 CHP aETCEpT 4S :•OfEDLFFLJ CCf71E.TCAS TO EACH FACE IS CKRO SXLLL BE LATERILL/ BFACEO NIM FVPEP d TRUSS AIG atE9s OTPE"s LOCATED VI I CS DESIGII W-1110 LY ATTLCKI) PLTIIp)) SWATHIIra B011:K EN34D * CO'HIECFy11 PFA anAHLILS 137. 131 t 160L -F. OCSIf�F STNGAFCS 41711 PAGPEPLT Al14010 PIGICI CE&L yI. -- S'.[ 31.0 WAPPICAPLE FWNISEOI'P CF !DSt SP1. UI E94111EEP•S ALPIIIE FECAVICAL WNW 17/1/Hli FOP [T1CpiDC� C=OOHfOM [= SE41 Gi THIS pNAHIIiS AP3LUS .D THE CC"jClIT CIWICTEO PERE SP. KIII APPLICAT109 f stlf91 A CCAs 0► 1H15 [= C= [_ [= C= C= al I a Alb SXLLL fA: BE FELTLi I,9Wf IIF 1117 DIKES HAY. .__m. - I-- - — .oerru"c I— . .— ...I-- P—MU CES)CN To TIE Irriss twx1trN CONIPACICFF. SPL.TPICATL011 FOR HOOD LC113TC1C;TI DII �g. ,A U U - r ncr A7 TC LL 16.0 PSF �QP.OffS TC OL 10.0 PSF v,, c C OL 5.0 PSF or v C LL (U) 0.0 PSF * f�O C43B4g - 0T.LO. 31.0 PSF CFA 4J097 A UR.FAC. 1-25 P �l8 0 N SGAL - V.eOVV EF 8427--79604 ATE 10/11/95 D RW CAUSR427 95284929 �j A -ENG MD -L-/ Upp: (WHEL--NALx-IN CUSTOMER CLAUDE NHELCHEL) / T19 22'6 SPEC COHN 0(MORD 2x4 FL #1 BCHORD 2x4 FL #1 TOPT WEBS 2x4 FL Standard : W3 2x9 FL )91: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.0011O.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.004 O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. zX1 THIS DNS. PRFPAREO FROM COMPUTER INPUT (LOADS & ULMENSLUMJ 5U5NC11Eu we onuz• rwm. c) CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE a REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. � (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. a IU v 11-3-0 it -3-0 �_2-6-0_1.9 22-6-0 T1( 2_6-0 1 22,6" — _I OVER 2 SUPPORTS R=827# Wa5M8 9-827!9 W=5°8 Elm 7-19 w LA N CD 16 tJ 0 Seqq� 52558 PLT. TYP.- ALPINE T C CA 0 0 - - F Rev 17,39 SCAT - 0.250 C O Q iE*IMPORTANTIF>E"�°TI.: untrEERED Fw�ta 7'1= Ftp A-11 wARNIN(7-E. FF_UUM El1PQHE CARE TU KtD:IIY., EOEC 70:1 LID QgOfFS TC LL 16.0 PSF REF R427--79605 C= C= Q O C= s1ALL t1OT EE PESPOuS[OLE FPM THIS DESIStI OA T1ESE 5FECIFICAT[075, LFI A -IT aPAC11IS. .Eg- HIB•91 BY TP1. SEE THIS CESISC p i TC OL 10.0 PSF PATE 10/it/95 Q QZA O G7 O DEVILIC01t FAILLPE TO BUILD THE 'RUSS .11 CCLFOR AKE AITH OSTEB Uf Tat. FCR LED[T[OVAt=P=%[1L gPYAtrr'It ERK11H QC t�• i. PL C ..7 . 0 PSF PRw CAUSR427 95284930 O )= Q ALPD{ CCU1ECICPS lPE MACE OF 20CA GALS. S1EEL MFEiC16 ASTIC OM a EXCEPT AS IDTEO. APPLY ClIXECIOPS f0 EACH RCE OF SU[a=urmS. WA.ESS OT/E4A[EE 1'V.twea. 1pF CICRT 5FALT. PE LAI;MLLi EPA'= or"PCFRF o- V '� C LL (U) 0-0 PSF CA-ENGMOL� [�A118 I N Q TPUSS AID 1AAEPS OTWJMTSE LCCATEO GIJ IN15 CES76:L POST TIOH 1.1 "TACKO PL-Irm SMELiP71Ti, 691:04 MID.' A11H CROPCPLi AllSt1EA PIOlD C[]tLr, -- SEE 384, r^[= OT.LD. 31.0 PSF' CCrrwCtQft PCA OPAAIIGs na. !Y i LEGA•F. CES1G!I StA1Dl11BS ALPTIE [ECIIHIUL UPWE. If/I/OU FCPI Q CWom If/AM CABLEPROy791CM GT LSS C TP[ UI H.OIIIEIR-S SEtt OM THIS CPAI111:G APPLIES f0 Tit CCOMWEH1 OEPJCiEO hLf+[ M+PnLI 4�PL[CiIISU P.;MISM A CCP/ OF IH[S J, yF UR. FAC. 1.25 !OOSS 5 C� [= O C� L� Q h1 OLLT', AID SNALL IDT EE PEL7EG LaCf1 1:1 A11. Onea VAL C--7PI iW55 RATE 11IST11UTE. /BIP - 1931 IdT)ONAL DC.I.. CES Can TO TIE Miss EOECTION CC11/uCTFP. S'I:ECIFJCAIID'1 FGM UO3D GMISTRMIOU l' PACIN 24.0" 0 n r R) ul m A m -D 3 M 4 H :z N N Z G) D n 0 R) Co Jab: (SEL --WALK-IN CUSTOMER CLAIIOE WHELCHELl / T20 22.6 COMN TOP CHOAO 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES OESIGNE0 FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: Top CHORD TD BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.00HO.C. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE PROPERLY ATTACHED TO THE BUTTON CHORD' THIS OKG. PREPAREO FROM COMPUTER INPU7 [LOAOS 6 01MENSILIN51_aulsw111ev 01 lnwaa Al.. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. m (U) !0 PSF 8C LL CHECKED PER [IBC CRITERIA. A N V 11-3-011-3-0 2-6-0 22-6-0 2-6-0 22'6° J OVER 2 SUPPORTS R=827# W=5"B R=827# W-5'8 MR T'-zo s Seq: 51�du CA/0/1/0/-Z-/F Rev 17.3s SCALE 0.251 ALT - A PIN DESIGN C I UBC IMPORTANT E"611(E"MD PACCArTS, JUG WARNING`"Ib� "EODIDE EANEVE CLIIE is IIY.LLI142. EaECTIOH 1.M TC LL ES 16.0 PSF REF R427--79606 O O p O H= O SNAII 110f ec PE�3!19 [ELE F0a uU OF Illf EAAC11.0. SEE 1118-91 B/ TPI. SEE 1615 CE9IGU •Q��4R TC OL 10 .O PSF GATE 10/1 i/9° p p C� C= O O " O d CEVILtid1 fACK THIS O[SIC110B MSE ShS:F1:AT[Cl.i FAILVRC TO BUILD lsq IaLSS TD C•TP'GHHA%CFc KITH GSIB3 B7 1°I. FOa x[017101&11. SFECILL PEPBA'&"' EPACi119 RE TCP ytv �` -� C DL„ 5 . V PSF DR4V [x&15"427 99 045 P O p O 1IP11.E CTROEfTCPIS u Wt7C OF2934 OLLS. S1CIL HEEITIU ISI" x443 La D CJCM AS 1.07E0. tFmLf CCHIIECICPS TO EAC., FACE 9F 7JIaEPE1175. LVIE:S OtFEAl1SE :IDICAFEM C4"D SHALL PE LA IEPALL 1 EFALE7D dtTH cnOREa Gt U C LL (U) 0.0 PSF CA -ENG MD O O p p p ALP INE p wUS9 ND LL LS HUS BESICt4 F0311I911 O,,,HM 11 M 1Ap•CD Pc1MC71 go "'.D LT!". CBCSE 11D Lf • !dp C43 J OT l9 31.0 PSF C=2 G ER 0 11 , IS) CUTS[ N/APFLICLBLE1 PPOf1S1QIS3OP DS C Tail. NJ EUE[1E'E4'S ALPPE TECHILCALI A E 17/1/911 Cu PFCPEP OF IH75 .LD. * �/ R 30 9) UR.FAC. 1.25 III IY��1��111�� �Il ill I9$I C=3 TRUSS SEAL dl THIS DaA11I1q APPLIES FD T1E COVOIICHI C°PIC IED MESE OF/µ1L, AFPLICAl10t1. PJP1/17N A CEPf Sl 6616611"111 6 p O O O [� O O IU orAHD SMALL IAT OS RELIED IPC" 111 MAY OW" K.L ._.1617 1614159 PLATC 1LSIITUTE. 105 - 7591 aATiO11LL DESIGN 9ESIGH TD UQ amiss EQUTION COI.IPLCTCdI_ S•:CIf[GAT [OHI FOa IIJ00 CU'ISTDUGS Jell PACING 24.0 " Job: INHIEL-1IALK—IN CUSTOMER CLAUDE HHELCNEU / ISGE1 T21 20' SPEC DTC TOP CHORD 2x4 FL #1 : Ti 2x4 FL 010et.: BOT CHORD 2x4 FL #1 NESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: THIS STRUCTURAL GABLE TRUSS IS DESIGNED TO BE USED ON AN . ENCLOSED BUILDING AND HAS 309 OUTLOOKERS. GABLE FACE TO SUPPORT FILL LOAD NOT TO EXCEED 10 PSF. 2X4 TOP CHORD FILLER BLOCK. ATTACH TO TRUSS WITH HEEL PLATES SHOIN PLUS 2X4 PLATES AT 24" O.C. THIS ONG. PREPARED'FROM COMPUTER INPUT ILOADS 6 DIMENSIONS) SUUMLIICV UT [nva5 n MxxLOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*N* n c b CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE ro REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 92949. (U) 10 PSF BC LL CHECKED PER UBC CRITERIA. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS N DESIGNER. PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS oo ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY A LOCAL - PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. InIn N -7-2. 7-9-10 OZ&73 3-8-6 kda 7-9-10 2-6-0 1 20-0-0 20' _1 OVER 2 SUPPORTS R-19410 W=5"8 R31941# W=5"8 Seq 52581 P N GN R T UBCCA/0/1/0/-/-/F Rev 7.3S SCALE 0.2500 PLT. TYP.- o 0 0 **IMPORTANT**&LP;IE ENGINEERED PPCVrf3. III:. CESPWSIELE FCA LVY WARNINGTRI651S FEOIIPE ESfr(WE CAPE IU H111M1113, EPCCT:OHI AID pAH)ffS TC LL 16.0 PSF REF 8427--79607 0 o Q SI -ALL HOT 6Z FACHIMESE SPEC It CR 411Y SEE KSPEaK 1Pj' SIX EI QSc TC OL 10.0 PSF OATS 10/11/95 o p J� c� rb[U IVE TPLSS Ip aonrCmucE x1TH OSTOO Tr/ t E. oICUS. ats OITICFALFEARAM"TT�sCFGG ME00EO. 1C V 9A y C DL J . 0 PSF ORW CAUSf1427 95284532 O p p O LIPIWC [DSYECTTAS faE YIOE OP 2]Ei QALY. STILL PEETII4 LSTH SolFrienT!. Lnr, CIPEWIEE C 0 p O L418 OR B ELCEOT IS WIED ECPY CCCNECTM TO EACB FILE OF CYoCO SHELL BE LLIERALLf BFICEO Y[:H PV„PEA a r, A C LL (U) 0.0 PSF CA -ENG MD hj p ALPINE G fJEJyS AFD ULiSS O1PER1J75F LO_LTED 7.J THIS MTV. POSITIEW Oti'OIELTOOI PEA 04911Cs 130. I"a' C (EOL -F. OE5709 EFLVILFOS LY ATILCNEO P�0073 SFELIMTI x ODEI�I 0Di0 YITW �CPE0.f AlltCl%ED 010 f0 CE[LItY. — SE[ �`O C4 �4 5 f�0 oT.Lo. 31.0 P.Cir O O p COAFOM N/AW0CAUE RM-95[bIS CF IDS C 1P[. LIJ Eh9111EER'S ALPIIF- TECiVIM U+OA1E ITF11911 FOP FAWIR OP FURWISH L CE OF THIS FEj► G i%I{ UR.FAC. 1.25 llltt p TRUSS SELL CIA TBES OPA011* WMIES TO WE [X"MCOr CEPiC1EO FfAE UPIVLLI APPLM11011 % p p O O p T= p 4110 SKULL 1401 Of PELIED UPC1I EVA AlitGIHEP WAY. IN OIA KU - TPU35 PLLTE [J5T1TUfE. IDI - 1991 HA110HAL OES1611 besiGil FO TK MI[OJ SS FPECTColimuCa. SPECTFICLTICW FOR IitlO C715TCL1C110P SPACING ^ 24 • d N Job: 1UHEL—WALK—IN CU8TD31ER CLAUDE WHELCHEL) . / T22 20' SPEC com TOP CHORD 2x4 FL 8f BOT CHORD 2x4 FL 01 MESS 2x4 FL Standard CONNECTOR PLATES OESIGNEO FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS ERECTING PLATE MANUFACTURER, CAUTIONED TTOSSEEKBADVICERBY AELLOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. THIS ONG. PREPARED FROM COMPUTER INPUT [LOADS 6 OlMENSLUNS) auOHIRILU 01 InUaa IR< CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. N (U) 10 PSF SC LL CHECKED PER UBC CRITERIA. e B -i-13 3-8-6 8-A-13 2-6-0 20-0-0 2 OVER 2SUPPORTS R-750# W-5'8 R=7501 W=5"B IU V w v, IU m a rn a Seq- 52 85 0 25 0 PL TYP -ALPINE R UGC CA/0/1/0/-/-/F Rev 1c7.3s SCALE O Q Q /�f7DESIGN **IMPORTANT* LPPE EMIFEERED PPGL--CT% I/C. 1101 BE PESP07SIP.LE E[•o ArH [7I�r /�} WAi'lt'IINV �E6 CEOUIRS E/TOENE tARE Its UAL'CIItKr, EP;CTCOr AIID PSarts TC LL 1v .0 PSF REF 8427--79608 p C= p SPALL THESE CEFYITNIor. wk 1 81 IPI. SEE v `QL TC DL 10.4 PSF DATE f0/!!/95 pAUS FA1l'JPEaICBPILD0ETPLSS 1p'cD•KGMCUCG512U BY 1811. 07CLWIipU0.11;P9CTLt I%EAIILEN11xIS eRacYISItlE TCP7e C OL 5.0 PSF ORr� CAUER427 284534 ALYY•i MkIECTUIS AE NAM OF ASL GA.v. STEEL FBEMS AS1P HAAS GR B ECCEDT LS ItOTED. APPLY CCt]'4Ci0i5 i0 FAC11 FLEE DF MIIPEMIIITS. tMESS UTKV343SE [IDICAIM :HOED y14L 8= LATEP)LLF ePL[I:0 it[IM GROPER - CLL (U) O O PSF CA-ENG/ OW66 AID URLESS OINEC)'15i LCCCtED Ol INfS DES[61C POS[TIDI' cT ATTACHED D�TN50D eWA1VDL5. BSTTW COLPO A[iM wOPERi ATiI[HEO RIE[0 Ci1LOG -- SEE �� C4�9§ rOT. L0. 31.0 PSF[�05t1F0M �S6i�CRS PEp OPL�tIt&S 130. 755 6 160E -e. OSCCr St4DCa05 N/LPFLICL9LE PAS" ECHS CF ODS C TF[. 4s EsP.[tEER'S ALPINE TECwITCAL UPDAIE 17/1/911 FCA PPCFEA CUP' OF THIS UR.FAC. 1.25 SELL UE THIS DQAXIlr APFCCES 10 TIE CCI�OIIERI EEPICFEO P.EPE ORE✓ALL APALICATIOD Fllv_11SH C OESIWI TO WC 1PS55 E@CII04 ` O L= O C= [� [_ AI qEI- lOD S`.ILLL 1.41 BE FEUD WOII [11 LIl' 071L -M ILLf, 4--107 • TPvss ttPiE [IslltuTE. rm 1931 IILT[O'ILL [Ei16U 2—IMITCR. SFEtlF[uT[G'I FCR I050D CCIKIgUCT[C'1 [/�' r" SPACING 24.01[ IV (A W u 3 N Z m 4 H Z m z c) 4 r.� Jab: (p1EL--WALK-IN CUSTOI'SER CLAUDE WKLCHELI / T23 20' SPEC COM TOP CHORD 2x4 FL s1 SOT CHORD 2x4 FL 01 NESS 2x4 FL Standard :W3 2xB FL 8i: CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -9f TABLE 7.3.3. THIS DWG. PREPARED FRBN COMPUTER INPUT [LOADS & DIMENSIONS} SUBMITTED BY TRUSS MFA. 171 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE c REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. � (U) 10 PSF SC LL CHECKED PER USC CRITERIA. m IN LIEU OF RIGID SHEATHING:RI TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 6 24.00"O.C. to A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00" O.C. MUST BE LEE PROPERLY ATTACHED TO THE BOTTOM CHORD. to co W W 10-0-010-0-0 -0 2-s-0 20-0 2-6-0 ' 20' -� OVER 2 SUPPORTS R-7500 W-5'8 R-7500 W-5'8 PLT Y ALPINE, C= I= O O 0 0 0 o c 0 0 0 0 c C� a c o �ALPINE� o o TRUSS o .M= C= C= O = G **IMPORTANT**,, Pn1E Etuu+lZFEo P4oE/rls TA: WARNI NGIRD-� OEG'J19E E/TACIT CAFE SHILL. I.CF SE PESPQISIOLE FD3 AEF 111 1W.CLIGO. EILCT ICH HAI OEVIATTFAI FREPI THIS GESIG'1 OR INESE SWCIFECAT7CI4. W ARf ®ALCTIG. SEE HE"' 81 IPL SEE TUlS CESISH FAELIICE tO BUILD 1W TPUSS EH COIFCPURICE YL1N OSlea Of IPI, FOO LT:OMOOL SPECIAL FERRLLEHI RPLC716 FE LLP1t:E OOMECTOIG IPC IOJJE CP 236A GEM STEEL "Col"O ASIX 901FEXElITS. LAI.lSS OTHIFlrySE TLO1CAfE0. TCF' ICld GR B t/.CEFT AS 10TFA. APPLf CC'HECTC" TA EACH FACE W C42PD S`ULL PE LATEGALL11 SULCEO ALT" f-Q9=EQ TgJSS ALO lNLESS OIHERNISE LOCATED 0'1 THIS OESLCII P115E9I011 Lf ATTACIED 0.TACC0 SHEA1411L. 03TION CHCAO C0r03CTm PER WLFIIGS 1I0.. LSD S ISOL-F. OEf ECR STLLOIP.S WITH PRInAl-f AttACHED RI6T0 CCILVIG -- SEE ODIVOIM WAPFLICAELE PPO'JESIDIZS fF ICS C TPI. AN E113I0EEA'S ALP87E TCCK11m LDDAIE IT/L1911 FCP 9POPFR SEAL dl THIS DR411I113 APPLIES TC THE CCWai1JIT CEPTCTEO H_AAE OFIHALL 04U:ATEGN FLRHIEN A COPF OT THIS IR C,Lj. AID S14LL IAT ELE TELTEO UPEXI Ell ABI 09MA ACF. BES169 TO 1HL IFUSS [FETICH CTRHPACTDR_ .48. A — r FIc• aF . TC LL 16.0 PSF TC DL 10.0 PSF ��Q��QROFfS BC OL 5.0 PSF 4 v ' C LL (U) 0.0 PSF ft - C43845 " ^ OT . L0. 31.0 PSF UR . FAC . 1.25 S17ArTNIG 24.0" 7,-z3 Sed 52589 SCALE F_0.2500 :F R427--79609 kTE 10/11/95 JW CAIJSR427 222845 33 ro i�ios�rm1i w -WALK-IN CUSTOMER CLAUDE WHELCHELI / 724 20' SPEC COMN TOP CHORD 2x4 FL a! BOT CHORD 2X4 FL f1 WEBS 2x4 FL Standard CONNECTOR PLATES DESI6MED FOR GREEN LUMBER PER 14OS-91 TABLE 7.3.3. �s THIS OHS. PREPARED FROM COMPUTER INPUT U-UAUS 8 OLNtm:iiu l wmF4A11tu o• 1`22 nrn - n CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE n REOUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. Ln (U) !0 PSF BC LL CHECKED PER UBC CRITERIA. �D ,a IU IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 0 24.00'IO.C. to Ln A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 72.00' O.C. MUST ru BE PROPERLY ATTACHED TO THE BOTTOM CHORD. °D b. In 10-0-0 10-0-0 i � 2-6-0 20-0-0 6'T 2-6 2� R-750# W-58 — OVER 2SUPPORTS R-750# W=5'8 PLT TYP.- ALPINE O O O O O O O fl O OATRUSS O O G O 1= 0 DESIGN CRIJ UBC * IMPORTANTiEW1.11IHE Etrll¢EQED PPJMII Is ILC SI•JLL 001 6E QESMWELE RA AI+C Evroillo" F9CM UO9 DESIWI DP THESE S-EGIFICATL015. CA AIH FLILDAE TO BUILD T4 IMSS IU OOLTUNU CE In TV O 68 8i (PI- ALPIM O0110ECCOM AVE WOE OF "fiA OLLJ. S1EEl t@CT(H6 ASM 8 ENOEPiL3 WTED. AWLY CMPIECTOTS TO EACH Ft.E Cr LINT LAA.SSS OTNEW13E LCCLTED O•I TFQ3 DESIGU, POSTTIG9 PFQ 004NItiA 13[1, 150 C I60A-F- OES LGII STACOIW$ N71P?LILAOLE PNJaI SIO(!! OF 103 C TPI. Art EwilLEEWS SEAL Uv THIS 0PAN:l1G A1w.1E5 TO SHE CC1idIpIT OEPICTCE FERE 19 U&T. Ala SMALL Int OE RUED U -XI 1N AM ONtA NLY_ r� ARNINI7--SES R II11FE CPSIEVE CFA: AI HAI.Cl1.11 ECECII.ON Ali) M%AC7•IB, SSE HI9.Ol 8/ TPI, SEE IHSS DESIGI FCA ADOOIlY•AL 5PUt6l FER101011 EAILCILV PC WSQENEIAS. MIM, DTtEaOSE 311.-IC11E0. 1QaC CM:0 SOLL EE LATECALLT 6PAM $114 PCCPEN L I ATTACHED tl %Vm 516Ai9Or, 0011019 MAD x1YH Cw'�FPIt tfTACtED o1G 10 CE IIIrY. --a ALFICE IECFUSC4 LCM1E 17/519,1 FOR FF(PF9 ONYNLLL Avil lCtfltl: >:USEI(SN A ChFI Cf .HIS CESIGIA 10 THE INUSS EaSC*tOY CCQ144CIW. CA i - Hev 1/.Js TC LL 16.0 PSF �q?OFFS �t. TC DL 10.0 PSF ` OL 5.O PSF CLL (U) O . O PSF Woo1SMSS 07.LD. 31.0 PSF�II}I,1I�I'I�II)SLNFWfP. * t1Y?7 UR. FAC. 1 • C� �i SPA -11 1-24 • U" SLA - U,cavv REF R427--79610 DATE 10/11/95 OR%a CALISR427 95284535EA CA -ENO MOON-SCTOPS iE11IE12�111 IIE[ II ' ■._TPL • 1W= PLATE 118TITOTE. - IQS - LS91 IGTIDIAL OESEWI SPECIFICATION TCA VC00 MISTIOST1Wt l' - LO LO N (D HYDRAULICS FOR RECIRCULATION FILTER A 1500 GAL WATER TIGHT SEPTIC TANK 1. FLUSH ALL LINES TO INSURE REMOVAL OF DEBRIS, SAND, 0 24' X 52, 1. EACH HOME WILL HAVE SEE DETAIL D). OTHER CONSTRUCTION MATERIAL. USE A PORTABLE PUMP TO LOADING RATE (FORWARD FLOW) - 5.0 GAL/SQFT/DAY WITH AN ORENCO PUMP PACKAGE ( AIL D)G THE P_iMP OUT RECIRCULATION TANK. DO NOT USE SEWAGE PUMPS TO RECIRCULATION RATIO - 4:1 2, QUALITY OF THE SEPTIC TANK EFFLUENT E REMOVE ABRASIVE DEBRIS. TIMER ON PUMP CONTROLS SHOULD BE SET AT 5.6 MIN. ON EVERY G MIN. RECIRCULATION TANK SHALL NOT EXCEED: 2. THE RECIRCULATING GRAVEL SATISFFILTER SHALL BE TESTED WITH ATION IN THIS SETTING MAY NEED ADJUSTING WHILE SUBDIVISION IS BUILDING OUT. BIOLOGICAL OXYGEN DEMAND (600) 200MG/L WATER AND SHALL PROVIDE ACTU ERAS SPECIFCTORY OICAT ONS AND NO. OF DISTRIBUTION SYSTEMS PER FILTER: 2 SUSPENDED SOLIDS 100MG/L ACCORDANCE WITH MANU NO. OF LATERALS PER DISTRIBUTION SYSTEM: 12 TOTAL KJELDAHL NITROGEN 100MG/L PERFORMANCE ALL BEURVINSPECTED ED AND APPROVEDTO BEING PLACED BY THE HEALTH LENGTH OF EACH LATERAL: 24 FEET OIL AND GREASE 10MG/L ALL WOR S 13 OTHER CONTAMINANTS SHALL NOT DEPARTMENT AND THE ENGINEER PER APPROVED "CONSTRUCTION NO. ORIFICES PER LATERAL: 1/8" EXCEED CONCENTRATIONS NORMALLY SEQUENCE AND INSPECTION SCHEDULE." SIZE OF ORIFICES: 10 FEET FOUND IN RESIDENTIAL SEWAGE. 3. ALL SEPTIC TANK LIDS SHALL BE ACCESSIBLE TO THE GROUND HEAD PRESSURE ON ORIFICES: 1.7 GPM SURFACE.FLOW PER LATERAL: 3, THE SYSTEM RELIES ON MICRO-ORGANISMS TO TREAT THE 4. GRADE GROUND SURFACE ABOVE SEPTIC TANKS AND AROUND WASTEWATER. TOXIC CHEMICALS SUCH AS HERBICIDES, GRAVEL FILTER TO ALLOW SURFACE WATER TO DRAIN AWAY FROM HOUSEHOLD BLEACH AND DRAIN CLEANERS CAN HARM THE THEM. NO. LATERALS PER HYDROTEK OUTLET 4 SYSTEM. THE HOMEOWNERS SHALL BE PROVIDED AN OWNERS 5, t1AfNTAIN A -10' HORIZONTAL SEPARATION BETWEEN ALL SEWER FLOW PER OUTLET 523.0 GPM LINES AND WATER LINES. WHEN SEWER LINES CROSS OVER WATER MANUAL OF THE SEPTIC SYSTEM. 4. ALL TANKS SHALL BE TESTED FOR WATER TIGHTNESS ONCE IN PLACE. LINES IT IS NECESSARY TO ENCASE THE LINES IN CONCRETE WITHIN WATER LEVEL SHALL NOT DROP MORE THAN 0.5 INCHES IN 12 HOURS. 10'9% THE WATER LINE.. ELEVATION 5 WATER LEVELS SHALL BE 1" INTO RISER WHEN TESTING. 6. DRAINROCK SHALL BE EITHER 3/4"TO 2 1/2" WASHED ROUND CTION 5. PRECAST CONCRETE TANKS PER WILLAMETTE GRAYSTONE (503) ROCK OR 1 1/2" TO 2 1/2" WASHED CRUSHED ROCK. DELIVERY PIPE (1 1/4") 1, 726-7666, OR EQUIVALENT. SEE NOTE BELOW WENCE P PER PUMP ARE REQUIRED. HOSE VALVE ASSEMBLY (1 114") 4' 6. A MIN. OF 20 AMS S ENERAL HYDROTEK 10.5' 7. ALL TANKS SHALL BE CHECKED ONCE EVERY 3 YEARS FOR SLUDGE MANIFOLD 0•5 AND SCUM LEVELS AND PUMPED ACCORDINGLY. 1. ELEVATIONS SHALL BE ESTABLISHED IN THE FIELD BY THE ENGINEER. L BE 8. THIS SYSTEM IS DESIGNED TO FUNCTION WITH NO INFLOW OR 2. ALL INSPECTION SHALATTENDED A� RT INFILTRATION INTO THE COLLECTION MENTE ENGINEER ANDA HEAD PRESSURE TDH- 3Il k' SYSTEM, INCLUDING SEPTIC REPRESENTATIVE OF THE HEALTH KS. EXTRA WATER CAN CAUSE FAILURE OF FILTER AND 3. THE CONTRACTOR WILL NOT FI TER SYSTETO M UNTIL AUTHORIZED CONSTRUCTIONNTINUE SUGGESTED PUMPS - 30 OSI 0.5 HP 115 VOLT TAN OF THE RECIRCULATING GRAVEL L CHLORINATION SYSTEM. 9. BEFORE STARTING CONSTRUCTION, CONTRACTOR SHALL MEET WITH BOTH THE ENGINEER AND THE HEALTH DEPARTMENT. NORTH STAR ENGINEERING. !URAVELFti_Th_R_ 10. AS -BUILT DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THEY SHALL BE GIVEN TO NORTH STAR WHO WILL SUBMIT A COPY TO I. PREPARE SURFACE (EXCAVATION AND/OR NFILLL, SA PVCND LINER, THE WATER QUALITY CONTROL BOARD. &ENVIRONMENTAL HEALTH �U BUILD DL BOOT, COLLECTION DRAIN AND DRAINROCK. 11. NORTH STAR WILL INSPECT THE CONSTRUCTION OF THE SYSTEM. 12. IF ANY CONCRETE TANK IS PLACED IN TRAFFIC ASHOULEA OR THE D BE EPTH OF CALL 3. PLAOCE FILTER MEDIA FILL AND DISTRIBUTION PIPES -CALL FOR FILL IS MORE THAN 3 FEET, THE TANK MANUFACTURERINSPECTION TEST- FILTER MEDIA MUST BE APPROVED BY THE ENGINEER CONSULTED. PRIOR TO DELIVERY TO SITE. �UDITION,AI• NOTES 13. WINTER GROUND WATER LEVELS SHOULD BE CHECKED BEFORE PUMPING TANKS. CLEANING TANKS DURING THESE CONDITIONS CAN 4. PLACE MEDIA ;WASH ROCK OVER PIPES. CONSTRUCTION SHALL BE INSPECTED Ar CAUSE THEM TO RISE. 5. FILTER1. ALL CO EFFECTIVE SIZE: 2-3 MM ENGINEER. IN WRITING. THE CONTRACTOR SHALL I UNIFORMITY COEFFICIENT: LESS THAN 2.0 GRAVEL SHALL HAVE LESS THAN 2% PASSING THE NO. 10 SIEVE AND 24 HOURS PRIOR TO INSPECTION. EU 11EMEN1 T R LINERS, FIBERGLASS RISERS SHALL BE SHALL HAVE 100% PASSING THE NO.4 SIEVE. VAULTS, FILE ROUNDED GRAVEL, NOT CRUSHED. 2. DRAINFIELD TRENCHES SHALL BE APPROVED By PUMPS, CONTROLS, VAU , ORENCO. ALL PIPE, FITTINGS AND VAULTS SHALL BE PVC CLASS 6. MEDIUM WASHED SAND: TO PLACING SAND. CLOSE COORDINATION WI' SUPPLIED BY 200, SCHEDULE 40, OR 80 AS APPROPRIATE UNLESS NOTED, 51FyFF SIF PASSING_ ESSENTIAL112 3/8" 100 TFSTI�IO 4 90-100 WITH CLEAN 62-100_ _ _ - - - . , IENT � Ts �Y TQM E TESTED �.... ., F. rn T � I . n 5 SHA .1.. B ..: ._. ---c1(3 �_-.,..�.. itiv h.1D ,5 . R,Eu ,,.N _ _ ALL cW�J>r I ;_,.. FUMPS _�-� 16 WATER tR Pnit;K a 0 FLAI.ItVu DRAINROCK GVt:R rVl. -ATEr� 30 25-55 SHALL Bic TURNED ON ONE AT A TIME, AND THE ENTIRE SYSTEM TESTED. ALL 5-20 ORIFICES SHALL PROVIDE AT LEAST A 6 50 HIGH STREAM. ALL ORIFICES SHALL MOVE 0 BE AT 12:00 WITH AN OR<2 IFICE SHIELD. IF THE ORIFICES CLOG, RECAPS 10 AND FLUSH LINES. A BOTTLE BRUSH CAN BE USED. ORIFICES SHALL BE FLUSHED ONCE EVERY SIX MONTHS. REORMILAIJON 24" FIBERGLA'.j3i LID WITH 1. EXCAVATE, AND PLACE TANK, PIPING, PUMPS, AND CONTROL PANELS - STAINLESS STEL BOLTS AND CALL FOR INSPECTION AND FLOW TEST WHEN DISTRIBUTION SYSTEM IS NEOPRENE GASKET. INSTALLED. S}RAVFi.L.T •R 1. RESIDUAL PRESSURE: MAINTAIN 6' MINIMUM ASURING THE OF THEE AT END O� FILTER LATERALS. VERIFY THIS BY ME SLOPE GROUND AWAY FROh'1 RISER SQUIRTING WATER 10' IS PREFERED. CjvgBjfmem.pjsmts.3urveym 20 DECLARATION DRIVE CHICO, CALIFORNIA 99926 916.993.1600 I j WASTEWATER SYSTEM FOR WAS Environmental Health • . OCT 2 6 1995 ESTATES , Chico, Califomia of IAMETER CLASS 200 PVC PIPE. DRILL I 1 : "IBLE PVC NOSE 2. PERFORATED LATERALS: USE 1 D F LATERALS. DEBURR HOLES AND FLUSH 1/8" DIA. HOLES @ 24" O.C. IN TOP O 1 1/4" DIA. PVC HOSE 1 u 4 DIA. FLEX (l2 LONO W/THF/TT/N65'� PIPE PRIOR TO INSTALLATION. DEPTH WILL VARY AND VALVE ASSEMBLY f _ r EFFLUENT SYSTEMS MODEL MF 1 MERCURY SWITCH FLOAT F F i DISCHARGE 1. FLOAT STEW ORENCO WITH SENSORY FLOATS FOR LOW AND HIGH ALARMS. SET FLOAT ASSEMBLY HEIGHTS PER ORENCO SYSTEMS RECOMMENDATIONS. SYSTEMS MODEL 30 OSI 0.5 HP 230 VOLTS. 4" ' 2 -PART EPDXY DUPLEX PUMPS: ORENCO 2.CONTROL SYSTEMS MODEL DAX -2 DUPLPROGRAMMABLENEL 2,. 3. CONTROL PANEL: ORENCO WITH TWO CIRCUIT BREAKERS, TWO ELAPSED TIME METERS, I IF TANK IS ABOVE H� ORAULIC GRADE TIMERS, LOCKABLE LATCH, EVENT METERS, AND CURRENT SENSOR.. ON THE FILTER UNLESS AUTHORIZED BY 2" LINE OF SEWER, INSTALL ANTISYPHON VALVE 4. NO EQUIPMENT WILL BE ALLOWED r _ THE ENGINEER. 5. VOLUME PUMPED PER DAY FROM RECIRC TANKS SHOULD NOT FALL BELOW A 3' ONE PIECE TANK -TWO COMPARTMENTS O MINIMUM OF 6000 GAL. OTHERWISE ODORS CAN DEVELOP. ALARM _ _ _ ON " POLYETHYLT-NE-SCREEN 71T"HOLESJ _.� 4,. OFF _..._ - 4" �-�•- 4" FLOW INDUCER 49 00C 15" DIA. PVC VAULT SEPTIC TANKS �� w I. ALL TANKS SHALL HAVE A WATER TIGHT RISER AND LID. THE TOP {.Y WITH THE GROUND SURFACE AND BE CAST - � - , (8) 1-114" DIA. INLET HOLES AROUND THE RISER SHALL BE FLUSH 18" PERIMETER OF VAULT ACCESSIBLE. 2. SEPTIC TANKS MAY BE LOCALLY MANUFACTURED SUCH AS NORTH j III VALLEY PRECAST ONE PIECE TANKS. f EFFLUENT PUMP 3. SEPTIC TANKS MUST BE WATERTIGHT. THEY SHALL BE TESTED IN PLACE B FI LED WTAND • BEFORE BACKFILLING TO THE TOP. THE TANK SHALL AND ALLOW 'UR SIDE VIEW WATER TO THE TOP OF THE ACCESS OPENING 24 HOURS. ANY LEAKAGE WILL BE A BASIS FOR REJECTION.IS 17 AS STRONGLY SUGGESTED THAT TIIETANK5 BE TESTED PRIORTO MINIMIZE POSSIBILITY OF REJECTION. D TYPICAL 1500 SEP'T'IC TANK w/ EFFL III=N'I' SCREEN, PUMP, RISER � LID WELL, To DETAIL 4. SEPTIC TANK CONSTRUCTION SHALL CONFORM TO BiJTTLIeCOUNTY ^ . ENVIRONMENTAL HEALTH STANDARDS. SEp'I'IC TANK BUOYANCY ' 111 CAN BE PUMPED SEPTIC TANKS WITH TWO FEET OF SOIL I„�1 I. CONCRETE DURING WINTER WITHOUT "FLOATING". IF FIBERGLASSTITER TANKS - ARE USED, THEY MUST BE DESIGNED TO RESIST FLOTATION. ON ime !ps CHICO, CA rn H � � z W � epi Cn V D •• a4 - O O O Z �O 00 vj z O U o� a 180F 22 SHEETS