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HomeMy WebLinkAbout017-290-0097-wc,) I q } 0/ `7 011-430-009 02-0627 LEONARD, Gary & Janet FF, i 506 Oak Ridge Dr., Chic Q ED New Single family • i I �. _i J Ch M04C61 a. . I --- - 140TES -_F11=_S1d&T1AL V/ti 011-430-0W,_tjq'1 02-0627 1,1,7 'PERMIT NO. 'LEbNAkb,"64y: & Janet Oak'Ridge ,. Dr., Chico New -Single Family ear�� �- Tsai ' . 12z� S" h Qk% f t. SPECIAL CONDITIONS 'CHECKED BY Wr FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION IT S A ER I FY v If USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1� OFFICE COPY '.'Address GAS Meter B .Meter.Bv . Da /� F _V JOB FINALED (Date) 1_4 4/1p Signature1 i _ZL. V= OK 0 = Not OK - = NgtApplicabld = Not Ready t MOBILE BIOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch - Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft.�- . / P Nat. or/ /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills -Anchors- Stud s-Rftrs-Trusses 8. Utility Clearance Sidi ng;,Nailing- Veneer- Stucco- Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s N. 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances t 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t 1 1 t MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Stud s-Rftrs-Trusses 9. Sidi ng;,Nailing- Veneer- Stucco- Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings �. 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements' 2. Soils; Compaction-Structuie'Stability 1 ` 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date . Card B-1 Date Card B-1 Date Card B-1 ,/ = OK 0 = Not OK - = Not Applicable =Not Ready - RESIDENTIAL (; Date U derfloor (Plans) OK except #'s Z ing-Setbacks-Easements• ood-Slope , Main; Soils-Elec. Gr .-/ r"/" Fig. Depth 4. g., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth tg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth el Ste walls, Main; Steel-Blockouts-Wrapped OL -walls, Garage; Steel- Blockouts-Wrapped 71AIec. Outlets at Wood Panel, Int. & Ext. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall- Fitting -Test -2 Way C/O -Sewer Test 10. 11. UF, Gas Pipe; Size Anchors - Yard Gas ize TestL(f �Q Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts•Joists-Vents-Crippies 15. Access & Ventilation 16. r Date Ire LCard Date Insulatio B-1 Date Card B-1 Card B-1 Date Card B-1 Date PL G (Permit) OK except #'s tz.a r.; Vent -Access -Combustion Air Baffle 8 g9owing Instld./Drive J Yes J No/Walks J Yes :] No/Planters :I Yes J No Wat e; Test & Anchor -Nail Protection B Stucco Brown -Finish V.; Test Fittings & Anchor -Nail Protection how , est, First Floor -Tub Access 8 A.C. Unit Disconnect, Electrical -Plumbing est Tub & Shower, Second Floor -Tub Access 22. as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E C RICAL (Permit) OK except #'s j3. ure & Transformer Clearance -Ins. Protection FJec. Receotacles SDacina-Liohts & Switches at Doors Y5! §de Boxes & No. of Conductors Stapled Rome Close to Edge of Studs & C.J. quip- Ground made up w/Mech Fasteners -Bond Gas & Water pplia ce Circuits in Kitchen & Conductor Size GFI &/Sybfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or AI I&A ange Circle / / gb Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral Q Yes O No 31 Servi onductors & Ground Main Disconnect r3lvOCquip. Clearances Panels-Motors-Mech. Equip. 33. CI s Closet Light -Shower Light -Spa Light B Smoke Detector Date ' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ' Date CHANICAL Permit) OK except #'s is Insulation & Support nt Fan, Exhaust above insulation o 4ensate Drain & Overflow, Size & Grade mace -Vent Access -Comb. Air -Return Air Vent 115 outlet I9/Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Si Proper Materials & Anchors 1. alts Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing r Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs 45 Headers & Beams -Size & Bearinq jingle & Duplex) r Date (Continued) ngers-Post Caps -Anchors -Connectors Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. W'F'rqallce Ties or Type A Flue -Fireplace Throat Clearance tiic Access; Size & Romex Protection -Draft Stop -Ins. Baffles (_5�Qj Bdrm. or Exiting Doors -Sill Ht. & Dimensions age Fire Protection Framing P perty Line Firewall & Openings boors -One 3' -Check Garage 3rd Story, 2 Exits S rs; Width -Headroom -Rise -Run -Landing -Fire Protection P,N(vogO on Roof Overhang -Attic Vents -Rafter Outriggers S' g -Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Undertlr. Acce 58, GI g Area -Glass Protection -Skylights -Plastic 7 . Shear Walls; Nailing -Bolts 60 Brace Interior/Exterior Wall Pa 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date CaOB-1 Date INAL (Plans) OK except #'s 63 V,.-§teps-Door & Sidelight Protection -Landings 64. Smoke Detector 65 --furnace Vents -clearance -Comb, Air -Connector - In arage; Above Floor -Ducts -Mach. Protection 6VBgdroom Exiting 6R fil. & Bath Fixtures & Tub Access -Spa 6 lec. Trim & Subpanel, Breaker Sizes & Labels IpUs & Rails 7 iSeplace or Stove, Clearance -Hearth 71AIec. Outlets at Wood Panel, Int. & Ext. 7/fid. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance EIV. Outlets & Receptacles at Kit. Counter 7 arage Fire Door; Swing -Landing -Closure A. . Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor-Mech. Protection 7 b., Elec. & Mech. Equip. Listed for Location 7 Elec. Receptacles in Garage (F.F.I.)-Romex Protection nsulation- Foam- Looked in Attic uard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 8 g9owing Instld./Drive J Yes J No/Walks J Yes :] No/Planters :I Yes J No B Stucco Brown -Finish 8 A.C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er Well, Disconnect, Electrical, Plumbing terior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House 601.'Gla,p6 Protection 9 orrectio om Previous Inspections Q 91. st-Meters Tagged, Gas -Electric 9 ater & Sewer Connected -C/O to Grade -HD Approval 9 Energy Compliance Certificate -Other Certificates 9111,-.ddress Posted Date7{:O �ef ard B-1 ate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION - DEPARTMENT OF DEVELOPMENT SERVICES " 411 Main Street • Chico, CA • (530)-891-2751-- 7 County Center Drive • Oroville, CA • (530) 538-7541 r CORRECTION NOTICE { (jfor"T OWNER PERMIT NO. } A routine inspection indicates that the following violations of butte county Ordinances exist at the, ab ov address and should be corrected. Please notice this office when correction of work is corn t d. If you have any questions pertaining to this matter, or need additional explanation, plea ontact his office immediately. �xh T4" rQ o MW1"&M W Tj �_�1•(IA -."0111111111 �J �i���l�l--- 1 ♦ 1 ,N/� s •S REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES. 41.1 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541; CORRECTION NOTICE ink' n 0621 OWNER PERMIT NO. 4 A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is ` completed. If you have any questions pertaining to this matter, or need additional explanation, ; please contact this office immediately. 'a 614 i9X4,A ee1re s -S '✓ dam rad i -1"0- M49-6-- htlKcm�wi 4- {xdy-Wk;q yan7— VU��) Jyc 0 -In 'uSS cc, lCS" �. REV 10/92 f COUNTY OF BUTTE BUILDING DIVISION -� DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-275.1 7 County Center Drive • Oroville, CA • (530) 538-7541- p CORRECTION NOTICE Lepra a V- cg� - C - OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plea,seco tac is office immediately. A107WCL7- muS±: moe--f- e ack- I(Q ctv tn cm 'd- S �Ae n eed s Oh �. f s I r - Q Q9ZST" o u I Date l 7~ Inspector .r REV 10/92 „ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Dq PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date I _ Inspector��/1��.�7�' REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541Qh PE MIT. (Rev.;1296) APPLICATION AND PERMIT ��--r ASSESSOR PARCEL NUMBER 011-430-009 ZONING R-1 BUILDING PERMIT OWNER Gary glanet TELEPHONE 145-4859 SO. FT. OCC. BUILDING VALUATION 2225 R 120,150.00 , . OWNERS MAILING ADDRESS 1862 Bedford Dr. Chico CA 95928 208 C 2,704.00 CONTRACTOR'S NAME Owner TELEPHONE 981 11 17,658.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 140- 512.00 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1500 Oak Ride Drive Energy Plan Checking Fee $ 23-00 $ PERMIT FEE $ 1111114 -199 LOT NO. 31 SUBDIVISION'S NAME Skanson PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 1k Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15. 0 0 TYPE OF WORK New 12 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: nsf Wattached garage Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ 157.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service ".A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Lfor the following reason: ❑ ,as Toof the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. �, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 CCU000A NEW CONST. DWELLING OCCUP. W:0 OR ADDNS. ( 8 ACC. S. SO 12.21 3.5,"D T. n ",oON-RESID. ANCHOUCUT 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu ourLFT OR FIXTURES zo � I.ao BAL o .so Ex. Occup. oLRis q p,OEp 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities ' 20.00 Misc. Wiring 23.00 PERMIT FEE S 178.21 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. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 25.00 Cooling25.00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEE S 85.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that H I should become subject to the workers' compens provisions of section 3700 of the Labor Code, I shall I A. 'h co pl with those provisions. D to ig ature of ApOcan17--lebwner ❑ Contractor ❑ Agent An OSHA permit is require fo�avations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONWS TYPE TOTAL FEE $ 1801.66 HAZ. _ D. FEES IMP X X I FLOOD X CDF X PARCEL pp X X I HD X ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ByD e {p I ( 02- PERMIT EXPIRES ONV v o Date Receipt No. 343592 586.65 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR OLDENRO-APPLIC NTS COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET 1 .. 1 OWNER: _�y►�� iC� ASSESSOR PARCEL NUMBER .�V l—f, Proposed Building Use: IV �.iT W/% 1► �G°I � 1 �>��i�gf1 Counter Technician: Date: & 2 1 rC ) 2L Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! .i' S. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other ' Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... V❑�15. Statement of Intent for Non -heated and A/C Buildings ................................ 16. Sanitation and plot plan approval from the Environmental Health Department in V18 . City of Chico Plumbing permit ..................... California Department of Forestry plan approval Gd paid. Sent by: ......... ----0,19. Planning approval for (A) Use: 0 k (B)Parking: (C) arcel Check: 3—C2 Contact Land Development about ❑ Improvements, ❑ Drainage ............................... Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). Pre -Inspection for " required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... _ ❑ 6. Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance..............................'................................. " ❑ 29. Existing violations andror expired permits....................................•..................... ❑ 30. ❑ Grant Deed, ❑ M.R. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: ' When sued Telephone a and hold for picku 'AI =9 of 3-i_ - (,�nf - oWn�� I, d 14Ke 4 l'a'me, ill "C���Co I have been in ed of t above items and re uirements for obtaining a building permit. Ond le/� ;henPCS / � CiC%16GL Applicant: Date: 3J�►�o� 1. Index permit application for the above items numbered: " 2. Additional items required % an Cc Letter Contractor; designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone;.. O? mail, ❑ counter, b Date: Plans reviewed b Date: y: �-} Z% 0� Plans. approved•by: Date: ' o Structural reviewed by: Date: Structural approved by: Date: O Note transfer by:'_ {-� _ Date: to 11 t:,01- . yello . Building Division - �-O P" } COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER._, LCI 11111 ('° PROPOSED BUILDING USE ?41. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ A.P. # �7'?o DATE —y RECEIPT # DATE REC. --Revised Plan Checking Fee ..........................:...... $ SCHOOL DISTRICT FEES (paid at District Office):: SHERIFF FEES (paid at Building Division) Residential .................................... x$360.00 = 6�1 / �� Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ G4S � CREATION DISTRICT FEES V- 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) .S INSPECTION AND PLAN CHECK v 4" $$9.00 id at Building Division) 'S 2 � i 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed duringthe pla king process. DATE 3 121 I ®�- Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) :yr BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District (yl�C, Building Department No. 0-U A.P. Number oil Jurisdiction: r city County Property Owner (/� �jyT" �ey►-Xt r� Property Location/Address l�t�"-� / I r�' Iy Subdivision "- ��� Lot No. Residential Development Q S Foota e No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # .. :.r '(No , / t foundation inspection) Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date Irioor rians reviewea oy acnoo+ uistnct rersonneu District Identification No. 0,5?; 0 School District certifies that 1�`� (Applicant) (Street Address) (Phone Number) 161) (City) has complied with the requirements of Resolution No. representing GI �i�� square feet. 44 School District Representative Paid by Check # �`' / Remarks: (5tate) Icup uooe) by payment of $ i�D/�✓ IAB 2926 $ ` FULL MITIGATION Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm ..'A, -r WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 91' STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 JOB ELEMENT SHEET NO. OF CALCULATED BY % DATE Z ' Z- ' L CHECKED BY JN w 6--A O r �r'2yC77vA,9-L . ky)tw L,q TeA L _ _ �4�, q Zy s • s Ct SM I C- 2-6,v e 3 SmlL nQOF!�t sd CASS_UAe, Looe 92 : 3► 3 S" Fr z 3yb ,b r..x /3►35 x /� 3 V313 r) t /7 CZ� 3.6 M ING DEPARTMEt i 6, w 1N1*: �Ven:Pr�_ _.WL11-IA 5P&126— n ho-►r� ►3.2�s�' p,s Lam. /v 3�s� ��° Zs' �s%�� 'APPRIOVED zoo 1= G_ 1 v e t o Ri: E.. 5(. 1' n? -1 v R "'JA- ! / I 6'ps t S Ung. E !�!.9rt" ce-m 10 pSc �Z C-oy- p !-Y ./,.s . 2 -x -e, @ 1 G . 1,7 V-4"ey a 2 - Z x 14- `l `/1 Z -/s �.�•Il F- -3 i ' WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 91h STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 JOB ELEMENT SHEET NO. Z OF G CALCULATED BY T�2 DATE 2 - 7- 7 - Z CHECKED BY rLw JN W VZ) t' ZD/ For all 1s` story shear walls use 1/2" cdx plywood. Nail with 10d nails at 10" o.c. in field. See each wall for 10d edge nailing (EN) in inches o.c. and other s, special requirements. Use 5/8" dia. Anchor bolts; see each wall for spacing (Saoin inches o.c. (T minimum cmFcrlmcn+� n 101 • e WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 91h STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 JOB &Jeer?, / CN/Co ELEMENT SHEET NO. 3 OF 6 �2 2- - 2- 7' Z CALCULATED BY DATE CHECKED BY fN JN K/ dr6o ZQ 1 F<1rrs Go v v , • B�eAG/ti/C, /� S 5HW V.5VVFS i'S . S,,- 1SX/4-.3P-jA= 3`) 4 & tQ V SCt3N�s)3 )3 Ex T.. w o 111 •7 2 x.. /-Sic I`6 ol = S 100 y G,A-64- -5 Ligxl)� 1�vTwRLLS: 3o�XH s�80� /p�0 x,i2_ 2)6 S N = 216S- V% = i2op� Zo 12-0 S4 6.y /,y L. .T �_ N S a- 'e-1f/o �v= 33ZG Flo : 333 j S46�e-/Zio - X33 Sob: /6 i 333 = 333 p Cr fLooF Pyr ID4(@ e ' - WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 91h STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 4, ,N 6� 6 , L "Cl .,-'/ ' / 3 JOB w <$ z ELEMENT SHEET NO. �� OF G CALCULATED BY Tao DATE Z--7-7- Z CHECKED BY TZ- k..' JN w &---6c 7, &1 !/ 6<�0") ►.-.v° /643 `t,vL- 7 G : /0 (/Z97`/ N -V 7-9. 7y _-/0. 297PL-� 2-9 7 . - /Jj p<io 2, S r�i6 Z97- 20 /61 7 �i,b 297 y�7 / d _ i O C AIC' -.6..:5-,o-. - -,,o- -,;7. ,5 /L/:. '6v _ I + A.rS c env.- Be.s+.e,•�y /1 �e,� . Sew 6W Q'S ON AutN s v = �O• f�. / 9 � i 5-. el 3 *7 7- 07 2- Sa�� 79ofloyoXl.�l=Sit : 3 `i pv-4�cS/Z ISR-Ia-(� s�✓T= T= c; 3072 y z = /'s 3b STRUCTURAL NOTE #I Allowable Shear Exceeds 350p1 Location Varies - Per Plans Foundation sill plates shall not be less than a 3 inch nominal member. Framing members receiving edge nailing from abutting panels shall not be less than a single 3 inch nominal membor. Plywood joint and sill plate nailing shall be staggered. 2- --,os C' --,osC' 6.s r4 $ WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 91h STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 EQ 014 1- <, S M P S&A4 5 rR#;0 A--% A/orErD . srv0 S (:)6 -FAIL H C) 5 N N07 -e P c.ieOD o AA I rrAM eO,( LA2�T% JOB 61,1 L�/ G e7,) 1/9/tD ELEMENT SHEET NO. OF G CALCULATED BY DATE CHECKED BY TAW JN G Z o /o. y/o 307_/7 �Ll x 30% ; 276 3 i 546;28 WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 91h STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 >VS JOB W L� /� E D r✓O �G y iGD ELEMENT SHEET NO. OF CALCULATED BY 704- DATE CHECKED BY _7z-9-- JN A 0 erAl t_ L „„t j 7 f-1 S: 20 , v_ z s 5 4-6: j Z % /Ze A Cr lel S �lod@6"o.e QaoF pts/ i T2(j-.S S A3 Se x TbvD`�•� 2y "o. C. Tw�ss L zy DE.T7i I L rJ WHITCHURCH ENGINEE►..AG Building Design Civil & Structural Engineering .610 9'h STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 JOB L.J ELEMENT A SHEET NO. OF ZJ CALCULATED BY DATE CHECKED BY T� w JN w Lei U 20 I Sf2vCrv�-L �2.cv�� i:> L 4 Tiff? -4- L 4NY A t..v s i s 0.� s &7 sAA I A&A -p ! N /A Se7SMI C- 2aAvC sm►� p�e.oF►ct , sd CRss ��.t� Lo oe A��9 : 3 ► 3 � Fr 2 Xs? 3 S x .�8 313r� S .oZ Z= o<3o c4 . 0. 36 v 02)— �C,�ONT DL Ig 06 eQILDING DEPARTMEN 6, w I ti►*j : P w L A, A S m s v2 �— 1p,pP ,r-zo iv 3r� �zo.Zs= �s', y�,�ROVEN nk P-rl=l2 ► RL. W L -i G Ll Le)'9-'> Lr,�� Lbw ► �S� ►ZoaF Opp LoR-�, lb �s�` �s�-g.sv.��� E=Y-.FE•� �p�z wa��. �,� s�ccea _ ! PSP Vz- C- o x c Ly /, S Zx-� ► G . 1,7 ►�z'' GiYP 2 -//Z ^ALSO �O /G P.3,4 f m rz�YL ►o!L vii 1 r g p54 A-4 S ki ^ -e oz t SSS x i; 6 WHITCHURCH ENGINEEr..NG Building Design Civil & Structural Engineering 610 91" STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 For all 1s` story shear walls use 1/2" cdx .plywood. Nail with 10d nails at 10" o.c. in field. See each wall for 10d edge nailing (EN) in inches o.c. and other special requirements. Use 5/8" dia. Anchor bolts; see each wall for spacing (Sabin inches o.c. (T minimum cmhcrlmnn4\ JOB 600-6 Gyp _O ELEMENT Q SHEET NO. 2 OF (� CALCULATED BY J'�2 DATE CHECKED BY 7-r— &C/ JN o / 15/ �GGoe �LA-n/ /u/S It - - YO't.'e• i N ctoecr �� � N n43TFA OEMOECROOr 2W m O p m IIDOK a�Roon s ua,v KffCI4ft O - GREAT RMT17•� n 12 EWTRT aY t urn O00 ...��re•a.� G (� nmc711, E )G/RGeReGE '0" y. S' .a u 1,0. 70 LEONARD RE IDEW:E ITV FLOOR PLAN 2412 50.FT, O WHITCHURCH ENGINEEhAG Building Design Civil & Structural Engineering 610 91' STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 JOB LJ _ C ELEMENT SHEET NO. 3 OF qj CALCULATED BY �2 DATE CHECKED BY fN JN .9,s : 4,)% n,, q-?- r co &/I/, A &ZS44r` 1x-2-�9,6� f� q/�c 33)3 10d = /2opr�' 5 ct 5 = 'e/ 4120 - 12-0 r 4/ e/ 161/o !9' 31�g 0--/2 x./2 2l6 S w 33.26 =/0 333 :546: y.1/0 333 fa3� Soo - 333 °4'.?3K/"6 333 - v,z o or, Pay, -ASs�. A D, C" J N � =G Sob_ /6 PH02, Ss�z3�6 0' 'WHITCHURCH ENGINEENAG Building Design Civil & Structural Engineering 610 91" STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 GN� JOB _�✓ c H i a ELEMENT SHEET NO. OF CALCULATED BY TDA DATE CHECKED BY %y °`� JN w Z C l `IA/ 7 ` . /0 z9.7`� Sab. VVO -'247 7 /7 Sys=�7 /0 X 2 9 7- -X-? 7 'y97 20 A3s� zo/�rq /00 7Sv,1 297 / pad C 4 Lr�/§7 5- .Z��6�0 .pyo •� _ .. M_�rS . c ew. B,e.9 c ..�l� ,2.t•� vs !O•S� /9� S. �� �S� :307 Z _ c- : 3072- STRUCTURAL NOTE #1 Allowable Shear Exceeds 350p1 Location Varies - Per Plans Foundation sill plates shall not be less than a 3 inch nominal member. Framing members receiving edge nailing from abutting panels shall not be less than a single 3 inch nominal member. Plywood joint and sill plate nailing shall be staggered. WHITCHURCH ENGINEEhiNG Building Design Civil & Structural Engineering 610 91h STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 -EQv'4 L GSH t7Z�2 S � AAP SaN s79^0 AS AlPrLTO S7-VOS -- -D67-41L L H D 5 N p �y �soo o m lrreD ,( c-4-407 JOB W L�/ L &-7, "Wf'o /C N/ C O ELEMENT SHEET NO. Q OF O CALCULATED BY DATE Z -7-7- Z CHECKED BY Tz- JN 6./ O Z,01 7 ZQ 5a6� G/cep s - Z - L s v --3 Sa6 = 7 Ll -- 9 X 307 - Z76 S A 3S 5O0 - 307 10d: 7 3x) , 6 Sab.2.8 Liv : G 546-3� -WHITCHURCH ENGINEEhAG Building Design Civil & Structural Engineering 610 91" STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 )Zoor- P� T'/ZvSS QooF :Pv/^ C X Tt�qvO pL. W b _— Op &n2 JOB 4'J &'6 /G &� jAll"D /C y /C D ELEMENT SHEET NO. - A OF Z CALCULATED BY —/-OIL DATE CHECKED BY 7Z -I-- JN lode G„o C 2 - D E7A1 L S -3 /V%S I S7 46 S.QS_-_ .�/ ���_. j Pio 2, sVd.d A .� r • 5 ., o o — Z ► -�... Z 7 lode G„o C 2 - D E7A1 L S -3 /V%S WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 911 STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 JOB )Al- e� / L drD _J� / C H / L O ELEMENT SHEET NO. 7 OF o CALCULATED BY �� DATE S 2-9 - 2 - CHECKED CHECKED BY JN "- L� o Zy 1 %/LySS FDcT7tiG/ 0 t- )4 i1"SS vn't A 1fpW A. Z1 4- N c re A' i r 0 p , —7- L -o ,O!*p F � S -o w -4s '_ 7f%. �/ � / z' ` � . C . tea, �✓ � � I o F� Qmrro•� 7-/Lws s .; _. �3Z.61 i000) Z_ 22- 6 ev q I _ /DDD )'/ Z- = I L/. �v soy ;./000)'z /el,� C3-7$ A/ /A z- 41 2r '! 'Ie P t. -r -k72 'o 6y ,..,s, . '93`/ �7yG/ =iooe) 2 3 3 s-2- S o,4-- 6y 3loa Ciy� i000� /Z = /3, � 9 000 /V/A Ai// L 5 -If 3 G (.., o/L sr �e) 3 5''X3/�x r'A-C11 �D o � rn- vs S L y vsc rys�- 36�/x,2��/�r/, WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 911 STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 JOB)/,--/ L Cr-V^Jftfz10 ELEMENT !� SHEET NO. V OF CALCULATED BY 7-V DATE CHECKED BY T� G- / JN W �j �v AND•1611EN RECORDED MAI. TO: BUTTE COUNTY BUILDING DIVISION .7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 ()a 2002-001 7426 Recorded Official Records Cnunty Of 8UT TE CANDACE J. GRUBBS Recorder ROSEWIRY DICKSON Assistant 01:23PM 08 -Apr -2002 REC FEE 7.00 CONFORM .00 COPIES 1.00 PENALTY 3.00 Kathy Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: �6T 3 �, s shdw� olJ --tM+ C"'k) "vfi f%o --Uk),560 60 SJWvLs iau 0�) r 00. 006= GJAIQ h NW W45 re cor6Ct 1'k)ccs iEc;�r-�QEr OF & CooteY of ���, s -Mk- of C44iFni Vlg 0k) 013 f704 �� 6aok � s o�fl5 l A+ AqE Vis) P00 0 Date PROPERTY OWNERS: State of California ) County of Rtzm) n On / ( �glaDOo�- before me, lq lic e. 4. Ca.i-(san, klotai y Pccb l is personally appeared Cc H y i - ea n0. r,�l personafly -knevat4o-me (or proved to me on the basis of satisfactory evidence) to be the person(4 whose nameQ6 is/ap6 subscribed. to the within instrument and acknowledged to me that he/sXe/th.4y executed the same in his/b)dr/their authorized capacity(ie�), and -that by his/Ver/th�ir signature(o on the instrument, the person(s'J or the entity upon behalf of which the person(aj acted, executed the instrument. WITNESS my hand and official seal. Signature �j !_ � . C; G� � Seal: A.P. # ALFCE L. CARLSON LINCommission # 1315331 Notary Public - Califomla Butts Courtly !ry Comm. Esm Jul 28, 2005 GRAN MUTUAL WATER CO. 309 Wall Street Chico, California 95928 March 26, 2002 Mr. Gary Leonard 1862 Bedford Drive Chico, CA 95928 Dear Mr. Leonard: You are authorized to hook up to Gran Mutual Water Co. You will be billed in May as an unoccupied lot at $18.25 per month. Gran Mutual Water customers are billed every four months. Your rate will be $73.00. S.incerel ., Syl Lucena President I SITE PLAN REVIEW APPLICATION Date: - 2 i 2 AP# I- Ll 10- 00 Permit Number (if applicable) Q APPLICANT INFORMATION Parcel Size: S © e— Owners Name: L 6 O tJP z1> G -s rz:y Owners Address:62-- D�d�77 1�.. GI -A 1 G O C A Telephone No.: 3 Li5 -" 4 B S Situs Address: Q (a1L 9_1 Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date 3 - Page 1 of 5 6 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ® SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See atahed) • Flood Zone: • Flood Panel No.: (x"30 C, Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ C hapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: z— Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Unna 7 .,F S Zoning Code Streets & Highways Fire Prevention Subdivision Map Front p L Side Side Street Rear 3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Unna 7 .,F S Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other --------------------------------------I Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula ' Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: a Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:. ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply, with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 JR Subdivision iViap/Parcel Map: SIC p.Nso� Map Date of Recording: Lot: 31 ❑ Use Permit/Minor Use Permit Permit Number: SJ 3 Book: 3 Page: 2-9 25 Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 0 0 0 0 Summary of Specific Requirements: Ndj,) G This information provided in this summary is based on the application information and on the best available data at the time of review. C:Wy DocumenMEluilding Permit Site Plan Reviewl.doc Page 5 of 5 AND,VMEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 'COPY of Document Recorded 08 -Apr -2002 2002-0017426 Hae not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents. of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: /95 566(kh-) ole k) N19P �ce�r-c�Er of- Coo u+y of ,bum-, 6-t7L_ of 10 book 2t3!5 of - /9 PN 0,51�`1-lJ\5� a� :x�ivis is i -f�c 0Fr—1 OF�ac-- C4�iFblt_oi% 00 plqqc (3) ay A Ax zs, Date _ a — �- PROPERTY OWNERS: G State of California ) County of tZ05 On //2cicA ,�911aooL)- beforeme, /q/1 ce 4. Cat-lson, klot tr y P«b l is personally appeared_ _ CiCct^ y A—e0 /1 CL I'—1 -known-to-ma (or proved to we on t1he basis of satisfactory evidence) to be the person(4 whose name(p) is/ap6 subscribed. to the within instrument and acknowledged to me that he/s)ie/thj6y executed the same in his/Vr/thir authorized capacity(iq�-); and that by his/Ver/thk' kignature(o on the instrument, the person(sJ or the entity upon behalf of which the person(a'j acted, executed the instrument. WITNESS my/handl� and officialsea/%L Signature CZee— 5K . �v�y-� Seal: t;z. ; ALICE L. CARLSON Commission L. A LSON 1 Z Notary Public - California A.P. #) �'j Butte County 1�`�r" My Comm. f:Virea Jul' r `JVHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 91" STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 JOB ELEMENT SHEET NO. OF CALCULATED BY Ta'� DATE 2--Z- 7 - L CHECKED BY Tyw JN w L�1 O %O_I S f2 v C rwA--9-& le. e v 1 tw 0.i_..s O SM tC AA.R-p Ct S M I C. .Zc A►A C: 3 Z= o, so SmtL p.2ortCe Sod QAss!uti.c� __..c4o. 3C: O- J Z. tom/ M f4-r&Z-' IPL -t' w &14 °rl a Z Z- 4) 4-C) tily lr d /'S r CRSS v.uC ��TZ�f��niL wAll /�t IYidCc) o pSC p, / S /-7 Vz'' Gi yP 2.Z - I psr- yrs s.�.b ,14- ^-) GK c a.3-11 •I-J,�Ns � �0 r/ WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 91" STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 JOB 6ok-6/ Gu/e0 ELEMENT SHEET NO. Z OF G CALCULATED BY �� DATE 2 - Z 7 - Z CHECKED BY JN �✓S�' Zo/ For all 1s` story shear walls use 1/2" cdx plywood. Nail with 10d nails at 10" o.c. in field. See each wall for 10d edge nailing (EN) in inches o.c. and other s, special requirements. Use 5/8" dia. Anchor bolts; see each wall for spacing (Saoin inches o.c. (T minimum C n V WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 91" STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 JOB CA4rCo ELEMENT SHEET NO. 3 OF V CALCULATED BY ' DATE CHECKED BY JN i.dO ZO r Frv. S ccti Lrn•E 3 L - 7 t JI = �� I/ SOtt sti, LC ,Q •er- ��9.x' 26� .�� R/r Ex T, W4111 72.x.%S� /60( = . SI00Y . G,osLc-S 2Czll�,�.,lG IA/ T wot'j-& y _S $ 0� = /0 %0 6S. 2 0 S46.y-�/, r 5 � / S. s—_ /'; "3 = 2 4 9 2 v" /2 (A) ,00v 3326-/a= 333-n-4 &-Ao�=6 Sa.b� yI/O - 333 = is -b Sob= /6 h o : q 3 33 = 24 9 % PH 02, S S,7z6/6 iA3� .Soo - 333 roa ?3rcl.6:333 DSL .S_? 2ooF -e- /} � S@Jolot ► cbnOle-, /v rs WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 911 STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 JOB _w � zc y l e -a ELEMENT SHEET NO. �/ OF G CALCULATED BY Tam DATE CHECKED BY 1y h/ JNyu Z L-N� .v: 6(/�� ►s.v= /663 G 63 = /5 _ S4 S : yo/6 I2A y/ G PAir 7 ' G - /0 2-17 2971 - 2673 Aar Seo= 747= 20 ir3s� zo,i,. I/ Q Di .: 7 S k 1, G 2,17 y, % i od W..S o•r I ; n7S C D!�%I/ . _ ^Be.R e. G'E'E 141 L':. 3fi3 G : 3 07 2- - 6 = S-/2- PV�4 k.S�Z = NGog ID/4�4-sl"r-= 072= STRUCTURAL NOTE #1 Allowable Shear Exceeds 350pl Location Varies - Per Plans Foundation sill plates shall not be less than a 3 inch nominal member. Framing members receiving edge nailing from abutting panels shall not be less than a single 3 inch nominal member. Plywood joint and sill plate nailing shall be staggered. i47°,O 4- , r§ SQb 3 y S, S !� a-779-//-. ENDS bv/ Si as C, a. s WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 91h STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 'E -4)V'4 L A . A/ o rEf7> . S7 -YDS --_ DeTAIL 4 H l) S tQ7-S No re: P c,.eoD oPAIrrEm ox C -Z- 2/7 JOB W L-6/ ` &-o /C y/ e - o ELEMENT SHEET NO. OF G CALCULATED BY IVA- DATE 2 - CHECKED CHECKED BY TAW JN 1 / ey'e O Z o c QUAL Tod PG 19T�S X5,4-1 33GS �S 7 - Ze 20'/ 8 ti� 5a.s� 4/L/O XrZ- Z—jv s— �^ v 32t$ -/0. S - 30 7 �0-6° y1/0 =3617 7 307 - Z76 1 R3 Seo --3 7 god - -7 6 Sg6_3c WHITCHURCH ENGINEERING Building Design Civil & Structural Engineering 610 91' STREET FORTUNA, CALIFORNIA 95540 (707) 725-6926 FAX (707) 725-2959 i2oor- P� "o.c JOB w L� �G �o �✓� AC "4114 D ELEMENT SHEET NO. OF CALCULATED BY %Q� DATE %" Z ' Z CHECKED BY _ZZ-&-- JN A Z� 1 ' Rs� I0�o.c,� _1 0eTA1- I . Z S I2.� .iy. 3 _c12- v- 2i _1 V=r9..Z-�s= COOP pL-li /lod@6�'0,C D ETig 1 L S -3 Nr3 47 :-- 6 A 3 .r -e z_ 5e A, 16r- y/ 6 : s� CY') -'/V T2JS S t x Tb+iOI�� 2y L T� Zy D ETig 1 L S -3 Nr3 47 :-- 6 A 3 .r -e z_ 5e A, 16r- y/ 6 : s� CY') -'/V PLO. t REVIEW RESPONSE AIRM n order to expedite the review of your plans, please complete the following information and return this form with your te�ttbmittal If -:us form is not complete, as to all cormtion items, we will not be able to accept your re -submittal for review. 1"am mug be a valid -:spoase to every item requested in our plan correction letter. "By othen'' is not considered a valid response.- Please mdicate your .-_sponse to each item and the location where the information can be found on the plaas/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LEITER AND RETURN WITH REVISED AND ORZGUM PLANS. DWNERS NAME _ _ _ DATE: 5-2q_2 L1 A- C -,V >SSESSORS PARCEL NUMBER PERMIT NUMBER C:) 0-00q 2 - 062-? N` A -v 3 2 o a 2 - PLAN CHECK ITEM # PLAN 2-A RESPONSE BY. f -/Ly o;e L � LOCATION ON PLANSICALCS: o� rx-A/ -0 VS AA. I rr/'* :OMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: pLAiV &V5F— .:OMMENTS: PLAN CHECK ITEM # 2-6 RESPONSE BY: 7-�2 2jr o' �.�, L� LOCATION ON PLANS/CALCS: p 1-R�v s Nor- 2_ COMMENTS: PLAN CHECK ITEM # e-3 COMMENTS: BY: p ,� LA -N S - '01V 0 /e -e7 IL[�� G SL C f� L jj OivS PLAN RESPONSE FOR PLAN CHECK LETTER DATED: RESPONSE BY: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: S COMMENTS: PLAN CHECK ITEM # PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: Ma -4- 06 02 11:51a Ma-4-06 nay ua 02 08: 16a Whi hurch Engineering '(707)725-2959 P.1 • P. 1 Mav 3, 2002 Gan and Janet Leonard 1862 Bedford Drive Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 011430-009 Building Permit Number: 02-0627 Thattl( you for submitting the plans for your building proj examinerect. The plans have been reviewed, and the plan s comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will exwite the re -check and approval of this project. r AYr vide two complete sets of truss calculation ac es not match trusses in thepackage.P es. Provide correct truss lay out. Truss layou -/71147 OVYC --+ +r(dp�gQ t%►� Protide a letter from your engineer stating that he has reviewed and approves the trusses lateral design. pet- his A Provide two complete sets of the energy calculations. Designer is to initial the mandatory measures for all items which apply to this project. Window sizes as shown onthe.plans must be modeled in the���� calculation, including glass in front door. All four orientations are incorrect, STR.L' TUBAL COMMENTS- 1Provide en inee •'s stamp and_ siaturee on all plan sheets containin 2.1Provide braced wall panel lengths and en ineerin requirements. types along wall ones 1, 8 and H in 2320- The calculations indicate that these lines are to comply with conveuti na ab •acingrth UBC Sec. requirements. 3.6 Provide adequate support for the truss reactions and provide posts and footings where required. 4.6 Provide documentation from the engineer stating that lie has reviewed the truss pac to be in accordance with his design. kage and finds it If you wish to discuss any of these rcquiruments, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.111., Monday through Friday. To discuss non-structurat items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non-pl.ur check items. (You received tMs form w applied for your permit.) The counter staff will answer any questions concernng die Data Sheet1en you Martha Christ! �i" 11"�— Piing Exa minct. Philo Hunt, P.E. Plan Check Engineer Cc: Tem' O'Reilly, P,E., Whitchurch Engineering 1 of 1 0 0 uru4- i� v T� , ov't+q �/" ��J h f NORTH ELEVATION PLANS ARE PROPERTY OP tNE BUILpER T END OLLNER T.CRANDELL bNT ERS INC. PROJECT 325 CALIFORNIA Sr. of ere 11 PROXWO C^-) AL .-IO N a U oaol -44 tt - --40 0AIV01 , ave L� N ! 1s►, 1�r4 U �,r►-ya-za �-�"3'� N1 � N 1 -Z40-14 �/� N N ,As �a1S ,,q i �► ,,8 j� �+� 1a � i5 c]- -J) vN ZO'd Oi0'0N IZ:ST .DO Nnc SDZIZ£SO£S 8-djm-Od 0210 Dud a- • PES► t � � �� �'�'� r- %07- 7 zs- z qsy wN`'A- ��J�.S 45SCYz-c awn ON 2 7�S `N oc)w �ix,12 16 STUy� �p l N lS Z3-• -1�l - Z3 T7 C., Com► ,Z cjjL<?� po TI T , V.z ► W� s�I�IP��" fico �-q fiefs. re-AtL 7b L Ip Tj � ��V�S � • I -� �2� � JIL . •moo Ty N G S S S� S A-(� V . vs c,ir r -hi wJ Zvi-`( O I� t ta.; �ENcwFEK� (,�s'�oz c(L�YL✓�i 1• sV v&M l T K)iZW Y2LAW f CA-LCS • By: SM / JR Date: 12/11/01 Job No: 7 G o Page 1 0 of PARTIAL LATERAL DESIGN SHEAR WALL: Location: Grid E INDICATES LENGTH OF DIAPHRAGM \ WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING • 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 LLswl L2 �Lsw2 L3sw3 wDL L L4 k Lsw L5 ROOF DIAPHRAGM kLsw5 L6 17.0 psf , 10.0 ft 1044 ft^2 164 Ib/ft 225 Ib/ft 50% WALL 96.0 ft 8.0 ft 10.0 psf 4.0 ft H / W ratio 142 Ib/ft L1 = 0:0 ft. Lswl = 4.0 ft 2.00: 1 8.0 ft L2 = 8.5 ft Lsw2 = 4.0 ft 2.00: 1 81 Ib/ft L3 = 24.5 ft Lsw3 = 4.0 ft 2.00: 1 0.0 psf L4 = 9.0 ft Lsw4 = 0.0 ft 0 Ib/ft 0% L5 = 0.0 ft Lsw5 = 0.0 ft 0.0 psf, 0.0 ft L6 = 0.0 ft 0 Ib/ft 0% LENGTH OF SHEARWALL (LswTOT) = 12.0 ft WALL HEIGHT = 8.0 ft TOTAL LENGTH OF WALL (L) = 54.0 ft SEISMIC ZONE = 3 CONSTANT FOR SEISMIC CALCULATIONS (K) _ 0.15W SNOW LOAD, % TO INCLUDE (SL) = 25 % or 0.0 psf . SL not req'd. (Pf <= 30 psf) TRIB. COMPONENT LENGTH HT. OR W DL CG A wDL vegDL %wDL to use ROOF DIAPHRAGM 58.0 ft 18.0 ft 17.0 psf , 10.0 ft 1044 ft^2 164 Ib/ft 225 Ib/ft 50% WALL 96.0 ft 8.0 ft 10.0 psf 4.0 ft 768 ft^2 142 Ib/ft 97 Ib/ft 100% PERP. WALL 80.0 ft 8.0 ft 10.0 psf 4.0 ft 640 ft^2 0 Ib/ft 81 Ib/ft 0% OTHER 0.,0 ft 0.0 ft 0.0 psf 0.0 ft O ft^2 0 Ib/ft 0 Ib/ft 0% OTHER -0.0'ft 0.0 ft. 0.0 psf, 0.0 ft 0 ft^2 0 Ib/ft 0 Ib/ft 0% Total wDL = 307 Ib/ft Total vegDL = 403 Ib/ft %wSL to use TRIB. SNOW LOAD TO SHEARWALL (wSL) = SL * Adia / L = 0 Ib/ft 10% TRIBUTARY WALL AREA FOR WIND (Aw) = ' 170 ft^2 BUILDING HEIGHT TO USE FOR WIND PRESSURE, (Hbuild) 18.0 ft (up to 40'-0" max)• WIND PRESSURE (P) _, 12.3 psf C.G. OF WIND PRESSURE FROM BASE OF THIS SW,'cgw = 11.0 ft LAT. EQ FORCE (vegTOT) = vegDL+ K*SL*Adia/LswTOT = 403 Ib/ft LAT. WIND FORCE (v w) = Aw * P / LswTOT = 174 Ib/ft GOVERNING LATERAL FORCE v ov _ 403 Ib/ft SEISMIC GOVERNS s v. Department. ofeevelopment Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX FA CSIMILE CO VER SHEET Date: &I -/oz Toni From: Awr Subject: Number of pages (including this cover sheet): Telephone Number of Receiving Telecopier 2 53-Z If you do not receive all of the pages, please call (530) 538-7541 as soon as possible CONFIDENTIALITY NOTE: The information contained in this facsimile is confidential and n: also contain privileged information. The information is intended only for the use of the individual of entity to whom it is addressed. If you are not the intended recipient, you are here notified that any use, dissemination, distribution, of copying of this communications is strictly prohibited. If you have received this facsimile, in error, please notify me immediately by telephone, and return the original tome. Thank you. 0*2oSr/LL)' -707— 72.502751' i S3 0 — —5-3 & — 757-f 0 0 0 P O W t 1 THOMAS L. WHITCHURCH, P.E. Civil Engineer 610 9th Street Phone (707) 725-6926 Fortuna, CA 95540 Fax (707) 725-2959 Letter of Transmittal Date: S - Z I - Z To: 9 V YTZs CO w ^U?:7 Job No: Vt1 L8 O Zo 1 �3 ujL�/nt y ,��o�i2rM� RE: L &-om it n /z tr-,s . 7 Vti Ty L Wrwe Dw A -PA) O 11- Y 30 - O d I OR-OV/l1 E_ e-%4 7S96S POZAArr i*# 02.-Z)62-7 A rTX� : A&"r24 C-k/t/Sry PA411...0 pi v Nr� INCLUDED COPIES DATE PAGES DOCUMENT. Z S'24-.2 � /LrvrS�D �LCVG _ Comments: 0 &'P/Z SAS A) 2!L71 ATS ra 7; -i4!5 - '0A. -so 41& s p A GfG) -4 G' /@Lre ,=OR 741 is '01Z-4 -T-VV - _49-ti3O 103 6- /N A G G a /lDAyyG 6 w /rXl Aol, V ,D &% i er iy s,,4 iA.) tttj h"S /A/ A -D, ,,r7e:% /-,OYt- May 3, 2002 Gary and Janet Leonard 1862 Bedford Drive Chico, CA 95928 n 0 Department of DeveloIN"Ient Services Building Division 7 County Center Drive Oroville, CA 95965' (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 011-430-009 Building Permit Number: 02-0627 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. STRUCTURAL COMMENTS: /(2rl.Provide two complete sets of truss calculation packages. Provide correct truss lay out. Truss layout does not match trusses in the package. ; Cp f2' Provide a letter from your engineer stating that he hat reviewed and approves the trusses per his lateral design. Provide two complete sets of the energy calculations. Designer is to initial the mandatory measures for all items which apply to this project. Window sizes as shown on the plans must be modeled in the calculation, including glass in front door. All four orientations are incorrect. STRUCTURAL COMMENTS: Pr Provide engineer's stamp and signature on all plan sheets containing engineering requirements. (/ Provide braced wall panel lengths and types along wall lines 1, 8 and H in accordance with UBC Sec. 2320. The calculations indicate that these lines are to comply with conventional bracing ,,,requirements. Provide adequate support for the truss reactions and provide posts and footings where required. r� Provide documentation from the engineer stating that he has reviewed the truss package and finds it . to be in accordance with his design. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy 0 Philo Hunt, P.E. Plans Examiner Plan Check Engineer Cc: Terry O'Reilly, P.E., Whitchurch Engineering 1 of 1 ° . ° „��,: `' �`,00 RESIDENTIAL PLAN ° REVIEW GUIDE c =:'.- .::�::: o SINGLE FAMILY, DUPLEX AND n,. MISCELLANEOUS ONLY Owner: Lm Building Permit Number: 0a -O(.0;2 7 Plans Examiner :Wartha Christy A. P. Number: St I - 00 / GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. (;Building permit valuation. .`LOT PLAN: 1. - Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5 Flood hazard. 6.. Special conditions on P cel Map: Noise C] SRA Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement S. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA_ : /r. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). �3 Escape.or rescue windows shall have a minimum net clear openable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 207. When windo%vs are provided as a means of escape or rescue, they shall have a finished sill height not more than 44 "above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). �i.i Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). . Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). yr Wood stove location - Alcove - UNIC section 205 confined space & 223 unconfined space & 304.2). Ss± Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 XWater closet clearances (Uniform Plumbing Code 408.5). 1 Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). ��Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. a 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. Elevations and w211 construction details complete enough to construct building. 7. Roof constriction details complete enough to construct building. _Pn o et a�( cC . Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). - t 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. Ifthe area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design Will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. rVMCELLAT'EOUS ITEMS: 1. Stairway details - landings, rise and runt, head clearance, handrails (Uniform Building Code section 1003). 2. - Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster - weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). 8. Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements./ BUILDING PERMIT REQUIREMENTS: y oviC�e 1. ❑ SRA. G� 2. ❑Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. ,. n 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. I Page 2 of 2 • PROJECT PROCESSING RECORD Applicant: LnY10.1✓d Owner: A.P. #: -' `� ' �� Permit #: 0 a4 ;2,-7 Work Description: Date Description of Step or Status '1b II. PLAN REVIDA/ APPIRMAt - MAY. 15 2002 LINHART PETERSEN POWERS ASSOCIATES RECEIVED MAY 0 9 2002 UNHAR ASSOCIATESPOWERS (maraD115-wa,jker/ 1TNarmore aae. - C5 56' COFFER HIP) �101' CHORD 2a6 DF -L -"2 :T4, 15 2X4 DF -L (!1: TROT CHORD 2X6 DF -L r2 j NEBS 2x4 DF -L Standard :01'4, 1122, V24 2x4 DF -L :PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, IRARIMG. FURNISH A COPY OF THIS DIG TO THE INSTALLATION CONTRACTOR, SPECIAL CARE MIISi BE TAKEN DURING HANDLING, SHIPPII(G AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOU. TRUSS SUPPORTS -260 MECH---UtQITaUNIT CENTERED AT 25-0-0: SUPPDRTED BY TC; IJN17 WIDTH 2"4 -0`r.SUP`P0RTED`BY-3' TRUSSES. {!) 1.111S MEMBER TO BE BRACED AT 24. O.C. W2.5X4 WSX6 443X8 o 0X4 (I} 6 143X10 I—W2.5X4 III W06(AL) = 145X8(R) III 2 -a -s -o -D 6-E •2-T 5-5-12 t 7_11.11 R=2039 L-1=5.5" THIS DWG PREPARED FROH COFJPUTER INPUT (LOADS E UIHENSTONS) S11e$STT11r11 RY 1111"C L1FR .SEE DWGS TCFILLER0699 AND BCFILLERD699 FOR FILLER DETAILS. (k)-CONiI,NUOLS_LATERAL BRACING EDUALLY_SPACED ON MEMBER: IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION r1EETS L1240 LIVE AND 1-/180 TOTAL LOAD. JD PSF BC LIVE LOAD PER UBC. BRACE TOY CHORD WITH PURLINS AT 24. OC IN LIEU OF STRUCTURAL PANELS. W3X 10 = W3X6 g W3X4 = T4 414X6 = W5X6 ia— 1404 = 142.5X4 -- (J) I(AJ' (!) W14 W3X10 = 143X8= 65X6= 143X10j W6X12;= 143X4= I:V_6"A9-�J 17-9-1� 9.317155 -5I - R4 . 2 -110.I113 5.4- F 10-13 8-413- 3-0-0 3-0-0 Over 2 Supports Nate: All Plates Are WI.5X4 Except As Shown. LT TYP. Wave TPI -95 R Design Criteria: TPI(STD}/UBC I.ang(cNuwLSImlUer "NARRIMfi" TRUSSES RECotIF Eliot B CARf 10 fJORL(A7lOA, i/ADlll'T, SHIPPIJIS, JHSTJAt]E6 AIIp L«Dn Avenue, CWco CA 95925 BRACILf.. REFfR TO PSt-9) (MAOOL LF I ARE I IDG AMD BRACI. ff PURL ISREO BY TPI AAUSS PLAY[ PERfORKIFIL :BTC- BSFDFOIL710 3�FUAti SSTOTMERUfS[�IlDICATF O, TOPI CryDRDF3NAL LRJ.7E PPROICRLT ATTF[REO 3TROCSUP.A1 FAL'[LS. 107TDK CHORD SMALL MAYO J ►ROPERLY ATTACHED AICID CELL[UG. eP 10 OD CTS• U . 5'AALIF"t BECOPY RESPOMSIDL OfORI"ARI rOfCIA710Rf FROMLTNISTD!S16Y.; AJA SAfFA II LOB Ji[ TO ALPINE BU1L0 THE 7d[SS[i ]! CON(ORnA"C! NJlll TPF: OR 1ABRICATIRG, MARKEN. 34 WIRG. ISS7All1MG'JK0 J FIRACIRG OF T99 SI S. TFIS 0 SLFII CC FOC4 K[F! APPIJCA9LE PEOLISIDRS OF WDS (RATfOP.AI DESfGh f/J SPECIFICAIIGA JU0LESKO IS THE mrRICAR FOREST ASD PAPf" ASSOLJATJON) 0. SPS. ALP11'[ CO"Mf C1 DRS ARF RAD1 OF 21X AST" AGS3 &ofa GAL Y. S((t. EIC(FT AS UDTEAI LPPLY CDA'AS LTOLS TO CA" FACE GF TRUSS, ANU UK:ESS 07HEP.VISE LOCATED a Ill$ DESIGL', PO$JTSOM CONULCTORS PEA 11011c: L<n E9AP111L$ ifO A•1. TMF SEAL Or. 1411 IJlANING IRDICAI[S JLCEFTASC( OF PLOFESS10RAl CAOINEER111G P 6'!LlCt1f6 P9 11C(S, 1110. R[SPONSISiLITY SOLELT FOR TKE TF:OSS CbryPON[MT OESIGS M --UL TCf SHIT ABIL III AMD Uif OF THIS 5Or.TdI11C114 i:A SL?512N co-mmIEMT FUI. ADY PALTICUVd nLntDFn4 J$ THE Rf3PD711B 1:F]F O' TOE sUILD1116 OFSURER, FfJ +ASSJSPI 1-1995 SECSIOn 2. 15X12 f = 6 143X4 a W 5 X 6 E 24 T W22 3-0-6 +9.0-0 YJ4X4(R) RI 6-1I-4 2-5•B 9-6-8 -3-8 R=1749 H=5,5" c1V L 8;-M31 V CAI - I 1 - f SU - .125 " F t TC LL 16.0 PS EJ 27--38416 TC DL 10.0 PSF 04118102. 8C DL 7.4 PvNe"' AUSR427 02109032 8C LL 0.0 gSF NG MEP1/GWIi TOT. LD. 33.0 P fjy4 12413 DUR , FAC. 1.25 FRDF1 11D SPACING 24.0" L (roarlMO11S-I•fa�l,kerl--„iarrllnre ave. - C6 S8• COFF 111P) 1 — FOP CHORD 2y6 DF -L #2 1 BOT clr0k0 2r.G OF -L #2 1(EHS 2r.4 DF -L Standard :0, W15. 07 2x4 DF -L fl: PLATES DESIGNED FOR GPEEN LU(iBER PER IIDS-97 TABLE 7.3.3. 110 PSF OC LIVE LOAD PER UBC. 'BRACE TOP CHDRO KITH PURLINS AT 24” OC IN LIEU OF STRUCTURAL PANELS. 943X4 ,- W5X6 141,5X4 C 6 4!5X4 W3X8 = 71115 D1JG PREPARED FROH COMPUTER INPUT (LOADS b DIMENSI(NS) SUBMITTED -BY TRUSS )IFR. IA-)-CONT!-NUOIJS=1�-ATEP,AL BRAC-I'NG-EQUAtL-Y-SPA-CE-D-ON--HEFIBER. FN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION NEETS L/240 LITE AND L/38D TOTAL LOAD. YARNING. FURNISH -A COPY OF THIS D1fG TO THE INS AL TLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DLPRI116 HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "FJIARRf~iNGG- NOTE BELOW. TRUSS SUPPORTS 2801 i-t16CH UNIT; UNIT CENTERED AT 25-0-D; SUPPORTED BY TC; UNIT WIDTH 2-4-0; SUPPORTED BY 3 TRUSSES, 44 3 Y. 8 �• 9113X4 W5X6 143X4 6 W5X12 3X4 z FI17 1•l5 X 6 1 r .- tiJ 'LT TYP. Wave TPI -95111 LaOgFC]i!M'Lumbu 8911vtnAlttilue,L'hiouCA95926 t N L_ ALP INC AI me En P «FEN Products, 171c. — SaualDemoXA95M, Design Criteria: TPI STD USC 'Y1hFR7M6•` ITUSSFS RCCtfIL !17REXF IJAF 1M FABRICAiIOA, IIAMOnn. SHfPI1V6, 1M5TILLf16 AMD BRACIAL- RCFEL TO Y.IFD] (NAROLIRY 1115TALLII AIa 6YACInBJ. Pl8LI5ME0 8Y TPL {TTUSS PLATE 1� tt-- InSTitVIE 503 O.OA•OU 10 OA.. SUITE PUO, MAD lf01. i'1 $]]lPl. FOR E6fEiY PRACTECE$ PA]Dk TO 0 'I PCRFOIeLI:C THESE FU13 am5,•U14[SS OTMFtNISr IADFCRTEO. IUP [q ORO SRALL AF PROILRLY ATIACMCO SYRUCT140- PANELS, B6110H CIIOkD 51IALL J16FE A PROP[Rtl 117ACHED RIOIG Ci It INL. `IXPARTAkT•• FURRI$I A COPY OF TRES OF 51 GN TO 1[E II,SIALLATIOA CO R. ,LLPIME fYEIXEERED `PAODUCTS: INC. Slull /•+ST 4[ /IE SPOMSIBl[ FOk A1iY OFYLAl10F FROR T■[3 DI SI GN; AI -I' FAIL URE 70 w QOM LR ACBUILf68IQ'T1iU$SESUSSJS IR C47Y,15HOESIGOLCOSFORM$ YITRTr.AOIJ KICAILC PROHArlPESFOMSfMw 11 SMPJnGERATEOVALIOES1V11 E/ $P[C IF [CAiJ ON PL1➢L ISMSD!-1 111E AHERfCAO FOREST ARO PARR ASSOCIA.TLO]] AAD TPI. AI/ICF MIME CTOR$ AiE MAO, 0- MA ASTM A65] CA40 GALF, STCCL. CICEPT AS HMO. APPLY COSIECTMAS TO # A 8 D * EACK FAr,C Of IRU SS. AKO CRL(SS Of HCCXfSF IDEATED DR TH ES 0(5168, PUS1TIOn CONNECTORS PF1 Dal pl k65 15G %.i . TME asst Oe 11115 DAAV]k6 1MDICAYFS ACLFFTANCE OE PROF[SSJOMAL E 6[fE]NG Li R-S►ON$I011 llr SOI FLY FOIL T1'E TAL'SS COT-OIFYT OFSI cn sxry/r. TxE SUIJAO1L EYr AMR usr tJ lU1s f�� C�V19� P C" USI'l',A t]1 IAL'IICULAA 8U1JC11NG IS TKL LESPONSIDIIEIr Or TME OU1lWckc;OESLGMER. TR ���jF� AL S1 rTP1 ).M% XCIIUH Z. CA 1 - - F TC LL 1b..0 PSF 1 C DL 10.0 PS F B C a L 7.0 P S F B C L L 0.0 P S F TOT.L0, 33.0 PSF OUR. FAC . 1-25 SPACING 24,0" 2-0 0 W15 1i31i6= 413X4; 0-0 H3X4= W5X6 = 946 X 6 = 145X12 = M 145X6(Al) WI .5X4 0 443X8= W2 K4Iil 2 D n W4X4 (R) 01 7-1-3 _ I fi t 11 -I- b D 15 a B -O -D 7-B-8 131:-D -?0-12� 6-? 4 31 10-2 H 9 2 4 20-0-0 -1-5 3- a -O -O 7-10-4 � 3-4.4 T 5-10 124 7684B85 _ 18-0-0 15-0-0 35-3.0 15-3.8 z s-,) 53-0-0 Over 2 Supports R=1964 4l=5.5' R=1824 L'J=5,5" 'LT TYP. Wave TPI -95111 LaOgFC]i!M'Lumbu 8911vtnAlttilue,L'hiouCA95926 t N L_ ALP INC AI me En P «FEN Products, 171c. — SaualDemoXA95M, Design Criteria: TPI STD USC 'Y1hFR7M6•` ITUSSFS RCCtfIL !17REXF IJAF 1M FABRICAiIOA, IIAMOnn. SHfPI1V6, 1M5TILLf16 AMD BRACIAL- RCFEL TO Y.IFD] (NAROLIRY 1115TALLII AIa 6YACInBJ. Pl8LI5ME0 8Y TPL {TTUSS PLATE 1� tt-- InSTitVIE 503 O.OA•OU 10 OA.. SUITE PUO, MAD lf01. i'1 $]]lPl. FOR E6fEiY PRACTECE$ PA]Dk TO 0 'I PCRFOIeLI:C THESE FU13 am5,•U14[SS OTMFtNISr IADFCRTEO. IUP [q ORO SRALL AF PROILRLY ATIACMCO SYRUCT140- PANELS, B6110H CIIOkD 51IALL J16FE A PROP[Rtl 117ACHED RIOIG Ci It INL. `IXPARTAkT•• FURRI$I A COPY OF TRES OF 51 GN TO 1[E II,SIALLATIOA CO R. ,LLPIME fYEIXEERED `PAODUCTS: INC. Slull /•+ST 4[ /IE SPOMSIBl[ FOk A1iY OFYLAl10F FROR T■[3 DI SI GN; AI -I' FAIL URE 70 w QOM LR ACBUILf68IQ'T1iU$SESUSSJS IR C47Y,15HOESIGOLCOSFORM$ YITRTr.AOIJ KICAILC PROHArlPESFOMSfMw 11 SMPJnGERATEOVALIOES1V11 E/ $P[C IF [CAiJ ON PL1➢L ISMSD!-1 111E AHERfCAO FOREST ARO PARR ASSOCIA.TLO]] AAD TPI. AI/ICF MIME CTOR$ AiE MAO, 0- MA ASTM A65] CA40 GALF, STCCL. CICEPT AS HMO. APPLY COSIECTMAS TO # A 8 D * EACK FAr,C Of IRU SS. AKO CRL(SS Of HCCXfSF IDEATED DR TH ES 0(5168, PUS1TIOn CONNECTORS PF1 Dal pl k65 15G %.i . TME asst Oe 11115 DAAV]k6 1MDICAYFS ACLFFTANCE OE PROF[SSJOMAL E 6[fE]NG Li R-S►ON$I011 llr SOI FLY FOIL T1'E TAL'SS COT-OIFYT OFSI cn sxry/r. TxE SUIJAO1L EYr AMR usr tJ lU1s f�� C�V19� P C" USI'l',A t]1 IAL'IICULAA 8U1JC11NG IS TKL LESPONSIDIIEIr Or TME OU1lWckc;OESLGMER. TR ���jF� AL S1 rTP1 ).M% XCIIUH Z. CA 1 - - F TC LL 1b..0 PSF 1 C DL 10.0 PS F B C a L 7.0 P S F B C L L 0.0 P S F TOT.L0, 33.0 PSF OUR. FAC . 1-25 SPACING 24,0" ► V -11223Fit. 427--38418 04 I 18 10 2 W4'27 02)08034 ' 12415 HD (ruarm0115-faaIker,/ marmOre ave. - C7 58• COFF HIP) F_ 'TDP CNORD Zxb DF -L 02 E501 CHORD 2x6 DF -L #2 WEDS 2x4 OF -L Standar0 :07, 11-15, 1417 2x4 DF -1. #1: PLATES DESIGNED FOR GREEN LUMBER PER RDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240 LIVE AND Lj180 TOTAL LOAD. IO PSF BC LIVE LOAD PER UBC. HP.ACE TOP CHORD HIIH PURLINS AT 24" OC IN LIEU OF STRUCTURAL PANELS. TIIIS OH& PREPARED FROH COMMUTER INPUT (LOADS A DIP,ENSIONSS SEIRMITTFN RY IRIKS ]IFR CALCULATED HORIZONTAL DEFLECTION IS.O.1Z- DUE TO LIVE LOAD AND 0.14` DUE_ TO DEAD LOAD. (Aj Cok71NU0US LATERAL BR -ACI -NG -EQUALLY SPACED ON -MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TD BRACE BC @ 72" OC OARRING: FURNISH A COPY DF THIS DUG TO THE INSTAi-LATIOR CONTRACTOR,. SPECIAL CARE -MUST BE TAKER DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. TRUSS SUP PORTS UNIT CENTERED AT 25-0-0; SUPPORTED BY TC; UNIT HIDTK 2 -4 -0 -;—SUPPORTED BY 3 TRUSSES. W3X8 4f3K8 4!3X4 � 413x& = 4!3X4 = . l+f5xb S wSX12 -mS �4f3K4�4�-, ►�1G17146X6 Q c— U7 T z-o-o 1f3X4"— 4115 26 c- in W3K4m W5x6— W6 K6- _ N5><iI2 >. WSK8- 14 141 G, 9 O-0 1'15X6 (AI:) 5X4 III If -3X8 = 142X4 111 2-0.0 4104 (R) III Ju f _ 6 2 11 _I_ 6-0-15 B-0-0 7-6-B a-6-0 5-10 121 I 6-2-4CE 10-2-6' T 9-2-4 a_ �g3-i 12 B-0 0 7-10-4 _ a 20-0-0 4 7fifllF68 5'I 18-0-0 15-10-0 � r � 35-3-0 IS -3-8 53-10-0 Over 2 Supports R-1993 11-5.5. R=1850 N 5.5' �0 � LT TYP. Wave TNI -95 R Destign Criteria: TPI STD tJSC CA 1 - F Sca®Ie Ft. L6ngf[Elow LumbeF R9LDT[nAveElue,ChiCaCA93428 •L'Atlalw •• TAUSSCS AEDUIRE 11711EHE CARE IA tAVLICAT10k, RAHOLTiG. SNI PP IHG, Il'STALLfrG AL0 BRACIK6. REFER TO YfB•91 (HAHDIJNG INSTALLING .%C BRACI(G}, T'UBl1SHED eT 7P1 CTPVSS PLATE 1111111IL, O'QIIOFRIO 0.l„ SUITC "E'. NAPJSOR, VI 577111. FOR SAFETF P).ACTICES YAIOF. TO --sA•1� A W TC LL 16.0 PSF RE R - 841 11 1 PERF DLJ' AG TUESE fIRET TOB S.'UUL FES OTlERY1S( IOO(V.TCO, TOP GOLD SHAH NATE NOPFRLY �Qw H ^*r18102 ATLACHED SIAUCTCRAF PANELS. BOTTOM C!TOID SPALL 1F.T( A PROP[RLT ATTACREO 176]0 CCILIIo. y TC DL 10 .0 PSF DATE . A '•IMPORTANT" lURRIS" A COPT Olt THIS D, Gk TO FBI 1N3TALLAT101' COWTRACT03- ALPIRi (1S1N[EAEO PAODUCSi. IML. S9A\L NOT BE Tt3PDN3tltt ;,At ANY DETIATLOv FAUN THIS D:S16h: AHT FAIIUP.I TO g C DL % .fl PSF DR AlY 27 712108633 ALPINE UUllO Ttl[ TP.U53{S li COArO1NAN[C NI T3 7/7: O1. fABRJCAT[Afi. ♦JS41.IN6, SRI/a7M6, INSTAll1II AND BAA[]SG OF TRUSSES. TNtS DCS16N CGFCRM% WITH AP/LICARC[ IR071SIONS OF AFS (NATIOTIL DFSIGP F 87}05 g BC LL Q .0 PSF CA EhlG, M f 64tH SP((J ICATI Ou PUBl13N(p BT TILE ANER ]CAI' /011151 ASO ►APER ASSV_F ATION) AND LF'1. .ATRIA[ TONLECW-S All MADE OF A B 7=.l 1SIR AGS3 QA(0 GAIT'. STCEL. EECCPI Al NOTED. APIL1' CDRAICIOLS TD 1 ACl FA[E DF tAU53, AND UNL[SS lOCA1fa ON THIS D[SI6M1. f0S1T10i1 [OIf1'[(TDES Pit �, TOT. L0. 33.0 PSF SEOl� - • 2417 1 tlpine =zmterat. Prcl5ng IIIC, SDCTAQI1r0[U, CA 95826 f, IN," htJ.YL3G3 760 A S THE SERI OH 1X13 DILlRCAG iH01CATE5 hCCIPTAAC[ DF PROFESS IO RAI ENGI1[EURL RIS1WSlU16" A SOIEII FOP iH( TRUSS [OR�OIfE:G DE516N SHOkR. IL[ SUIiABll I7I AND USE of tY,1S .1L `.IVIS �� DItR. FAC. 1.25 FROM MD L�l — CC11063EN1 F63 Akl PAkIICUTAP BUILDJRG IS THE PISPORSIBILITT Of THE 6UILDIAG Of&J6Nl R, PEP AASI(TPI : ?9SS SiC'T10L P. Q `4f CALAF SPACING 24,0" (a<arrlo011S-Talker/ R rmore ave, C1) 56' STEP) TOP CIIORD 2xb DF -L #2 BOT CHORD 2x4 DF -L $1&Bet. :B2, 63 2x4 DF -L A): WEBS 21x4 DF -L St4ndar6 J,15, 446 2x4 DF -L #I.- PLATES 1: PLATES DESIGNED FOR GREEN LUr48ER PER NDS -97 TABLE 7.3.3. TRUSSES TO BE SPACED AT 27.0" OC MAxJMUK. :DARNING: FURNISH A COPY OF THIS DHG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST Of TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE-1-IARNIN6' NOTE BELOW. TRUSS SUPPORTS_28�kMECH UNIT: UNIT CENTERED AT 21-6-0; SUPPORTED BY TC; UNIT HIOTH 2-4-0; SUPPORTED BY 3 TRUSSES. THIS DRG PREPARED FROk COAPUTER INPUT (LOADS A DINFUSIONSI SUBUITTrD BY TRUSS HFR CALCULATED.HORiIONTAL DEFLECTION IS 0.14' DUE TO LIVE LOAD AND 0.16' DUE TO DEAD LOAD. (A)� CONTINUOUS=L-ATfRhL'BRkGIHG; EQUALLY SPAG[D—OM_MENBER IN LIEU OF RIGID CEILING USE PURLIRS TO BRACE BC @ 72' OC DEFLECTION MEETS L124-0 LIVE AND 21180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER U8C. BRACE TOP CHORD NITN PURLINS AT 24' OC IN LIEU OF STRUCTURAL PANELS. IMX12(11) g1 141.SX4 UI 113X10= H3X8o ti3X4 14-0-0 5-0-0 14SX4 + 4!1.5X4 Y. �T - B2 r r H2.5X.4 UJ4X6 = 412X4 III 4l5X6(A2) tJ 5 K I2 = tea° �11► .� )_ F 6 -f0 -B I 5.4-0 I 6-9•B _I_ S -) IS -4-B ]0 0 8 I 9-4-4 T I 9-10 5.7-40-4 6 -2j_21__5_-_4-6 20-0-0 18-0-0 010 26-0-0 22-0-0 it 48-0-0 Over 2 Supports R-2OD5 1 0-5.5" R=1862 M=5.5" m ,LT TYP. H1 h Stren th.14a+'e TPI -9S R Design Criteria: TPI STO lJ6C CA - 1 - J Scalp_ 5 t, Imr(allow LLDCbaT S9LmenAveDue,CT10c°CA9592R `RARtii HG•• TRlSSfT IEUUFRE EAIRFMf CAR( IP FAGRICATIO!, 1ANDlANE, SN,PPIPE. ]BSTALLIMG Allo •BAACFYG. 1FffR TO HI 91 FfIANDLEIG 14,STAllI"& A.L08RACIR01. FLOSS EV HY TP1 (TRUSS PL ATF E TC LL lfi, 0 PSF REF • 2 I9 IRSTITL-I E. SOS O'DRDFRIO N1_, SO FTI 24D. MAOI SM. L 537191. FOR SOX[ FV PRACT ECCS faIOT TO PERFNM,SL t1fSE FUIICTTOAS. -miss 011,fOWSE IODICAIID. TOP CIM SHAIA IIAFI PROPERLY A.TtACHEO 3.WLKIEOlS ��1Jyi! TC OL 10.0 PSF DATE 02 . fAN! 15, 1, OTT OR CfOR4 SHALT WE A PROPER!\ ATTACHED RIGID CIIIING." `Oj ` •IHPpBTA10" FU[N]SN A CCPT OF TR13 115701, TO TeE INSTALLAT100 CUMTRAXIO►. ALPIMC ERGl NCflfD 'PROMY3, 1r C. IfiiLL MUT BT RTSIE, STILE fOA ANY OEIIATID7 FFIVA 1143 DESIGN; ART FAltUl&.TD B+, DL 7.O PSF DR41 6 U!'i�80J5 ALP i N E Bello nE TReSSIS ]E C11111ASCE 111 111; OR FAaAICKTIHG, RAID011G, GHIPPI1,G. LRSTALtIYG�AIID BH KEA6 CI IRESSES. TRES DISIGN CON.alAiS NITN Alkl ICABLE FRO'ILS[OMS OF IIDS (NAT103M OES1611 �0 DtJ BC LL 0.0 PSF CA -ENS 1'1 - G1�l1I 3PI[[F FLAT [01, PUaIISHED BT THE W110 AA r4lFS1 AND fAPEA A3SOC1AT103) AND TPI" ALPImf CO1AlLCTOHS AAC h. OF 2CG1 AST" AGG3 GRaO 6µC, STELl. fICFPT AS ROYCE?. APPLY CONA(CTCAS If. EACH FAC( OF TRUSS, Aim U3l ESS OFHERUISE LOCATED Oa THIS * P ° TOT . L.D. 33 .0 PSF $EON 1 24 ZI ISICEO p gIIICGL� Prodllcls, IT1c. SBaarD[x1IgCA9i82H OFSI GR. POSITION COURCC70AS PEP. OP.AN0 ES ]G0 I ]HE 5Fµ &4 TIIIS ORA1[NS 1x01CATCS ACCEP7AMCF OF PROfiSS101M INGIMIED[Y6 lE SP0115101LITY 30.C:! FOP. THE TROSS [OIIPOOI Ci DESIOR s!,WU. TME SUITAf ]2111 Au0 USf Oi Tf 1S �iV�>~ P QA OUk.FAG. 1.25 FROM. MD COHPOUFHT FDI. AMT PMr1CuLAF UUlLSING IS rN[ lE5POS518a17Y OF THF BU1lDlt'. D[S16UFl, PEP. COF `�L� AllslrrP] 1-399E- SICTL4A e. SPACING 27.0" (rfarla0115-T4alker/..QaarFnore are. - C110 50' STEP DRAG) ITOP CHORO 2x6 DF -L SS BOi CHORD 2x6 OF•L•SS LEGS 2x4 DF -L Standard :114. $15 2r.4 DF -L JI: :N6 2x6 DF-LWX2: :RL SpJlce Block 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7-3.3. (ADDITIONAL LOAOTNG PER TRUSS MANUFACTURER. TC - FroFr1 7 PLF at 2.00 t0 7 PLF at 48.00 IBC From 2 PLF at D.00 to 2 PIF at 49,00 '�1.0-PSF-BCzL-I-VEsLOAD=PER-UBC.+ (TRUSS TRANSFERS 129.20 PLF ALONG TOP CHORD -THROUGH TRUSS TO SUPPORT(S) ;WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. WORAG, SS>>> `TRUSS SUPPORTS 280# MECN UNIT: UNIT CENTERED AT 2S-0-0: SUPPORTED BY TG; Uf11T Y,IDTH 2-4-0: SUPPORTED BY 3 TRUSSES. IBIS DWG PP,[PAREO FROM C(If•PDUTER INPUT 110AOS A DINEHSJO>+S) Sl►BNITTED BY TRUSS I1FR. CALCULATED HORIZONTAL DEFLECTION IS 0,33" DUE TO LIVE LOAD AND 0.12' OUE TO DEAD LOAD. A) CONTINUOUS L,ATEP.AL BRACING, EQUALLY SPACEO_ON_FZMBER_- IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 24" OC TRUSSES TO BE SPACED AT 27.0" OC MAXIMUM. DEFLECTION MEETS L1240 LIVE AMU L/180 TOTAL LOAD. . RARNIRG: FURNISH A COPY OF THIS WIG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES, SEE 'IiARNING" NOTE BEL01J. IN LIEU OF STRUCTURAL PANELS, USE PURLINS, TO BRACE ALL FLAT TOP CHORDS AT 24' OC. '''- Inc fShJ.iMuM nUiIiCUHIhL IILkC'l lUM ]� 641iU� "^ 148X14(R) Ca H1.5X4 )II W4X12= f15Y,6 @ 114)(12(61) �9 - V 6!5X6 = 1•]2X4 IR 85X12(91) = VBX12� 6-14.9 _ 6 4-0 6-9-8 3 10 4 6 4 9 6 4 9 9-4-12 10-0-B 9-4-4 6-7-4 bi2-321 6 PJ41{B 20-0-0 1B -a 0 10-a 0 26-0-0 22-0-0 48=0`a Ober 2 Supports 11=3672 14=5.5' R=3003 W-5.5' Rh=6200/-6200 1A-0-0 9-0-0 ,� JV CA /1 - - - f Sca3�.1? t. LwgFCDO1YTA-rnbCr S9ioreaAvcouc,CGieoCA95928 ALPINE Alms e > nginlCred Products,]IIC. SDcrannD[gCh45S2$ c7) J40 TC LL TC DL B.(•, IDL �C LL TDI LID. 16.0 10.0 1.0 0 0.0 33.0 M PLT TYP. Wave TPI -95)R Design Criteria: TPi(STD) UBC CA /1 - - - f Sca3�.1? t. LwgFCDO1YTA-rnbCr S9ioreaAvcouc,CGieoCA95928 ALPINE Alms e > nginlCred Products,]IIC. SDcrannD[gCh45S2$ •-TIARNIAG•- TNSSSS WEOUIRE E13RE111 CARE 11 fARRICAT103- IU.I0IIH6. SOEPP106. IS'STRIL111G An ACFER TO NFD 51 EHRNDUNG 1YSTALl1D6 ALD BRACINGI, PUBLISHED Of TFI ASS PL TE C.", if IO Sl, III iEI D'OFOIRI6 01.., SUJTE 200, NAOI30H, Rl 597197, FOR 3AFf TT IB RCTICES PR IIU TO PERfo1A TNE3F FURCTIC•RS: UHIE55 a #11119 SE IA)ICATFO, TOP CHORD SNuI NAPE FROPERIT ATTAINED STRCCTUTAI FSAEIS, BOTTCt'i CRO/ID SHALL %ATE A PROTERIY ATTACHED RIGID CE1LI.RG_ ••IKPDRIANT'• FUI;NI3R A COPY Of TIIES OISIGH TD THE IHST0,LLAT107 COTTRACTOR. ALPINE CF,4IREEREO PRDDUCTS, ISE_ SASLL w47 br LESPOH5101f FOR ANN DETfATIDA IRON TEES OES16S1: ANY fAMIJU TO BS'El0 TNI TAlS1E3 JN CU CAX UCE NITN IPI; OR I.,Ik TI G. HARULIIG. Of PINS. IRSTAEIIRT AHD RR RCI N6 Of TRN SSES. T&]S 11FSIGH COP MAl RITA APPLICABLE PROVISIONS OF SOS ENATIOlAI DESIGN 3PECIF ICATIOl 7UB113M[O I1' THE AHER IC:i-A FOREST ASO;• PAPE& ASSOCIATEORI ARD Tfl. ALPrsf C01111C10S AFC 11ADE Of 2OE/. ASIN AGS3 6RT6 61111. SEEEL, FICEPT AS kOTEO. Js f:Y COIIFCCTOI,S TO EACH FACE OF TRUSS, AMC UY{ESS a RERUI SE tee TEO 4V TN1S UE5161I, POSITION COIYEC7US PER OftJIL11GS 160 A-2. THE SC RS OF 71115 DAV"" INOECATES ACCTfTAIICE BF PROFESSIONAL EAGIN'ffN1N6 "E SP SOIfIT FOR TNC FD.USS COr.fOPfNT DE51611 SIIDNN. THE SUIIABII[T1 AND USF 01 THIS COHPO:I. FOF, ANS' PALFICU11A EQJIDI"G CS lrI RISPCl'S]BI111% DI TCI BU'IUI.G DI516IIER, FAR A451f rP: 1-]995 SICIIDH 2 p�W Com- ok �j y IND O E # P A li}. CIU1L qh -CC�[`,j11,1f TC LL TC DL B.(•, IDL �C LL TDI LID. 16.0 10.0 1.0 0 0.0 33.0 PSF PSF PSF PSF PSF REF R427 DATE ORW C CA -E 14 SEOId - , - �t3 3 0' 1 02 Rk 1170 09 1 G IH 1?27 DUR.FAC. 1 .25 FROM -YD ' SPACING 27.0" a�0115-walker/ m,%r)nore ave, - DID 38' HIP 16' SB DRAG TOP CHORD 2x6 DF -L #2 :T2, T6 2x6 OF -L W'1: :T4 2x4 DF -L �l1; jBOT CHORD 2x6 OF -L SS I VEBS 2x4 DF -L StarLdarll ,PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FUR COMMON HIP TRUSSES 0 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER_ SUPPORT EXTENSIONS EVERY 4.DO FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24. OC NiTH 2-16d INAILS AND DIAGONALLY BRACE PER !IIB -91 13.2.1(F1G.33)• OR ONG_ BRCALHIPO699. SUPPORT HIP RAFTER UITH CRIPPLES.AT 5-7-14 OC. (`)~jLATEFtALtY BRACE LET -IN HORIZONTAL LEDGER BY ATTACHMENT TO E110 JACKS AT 24" OC. `* THE MARINU4 FfDR120NTAL REACTION IS 3671] 1— ( (!) TH[S FIEMBER TO BE BRACED AT 24" O.C. b 415X6 , H5X14 6 r -- T2 TFIIS 096 PREPA110 Frni CONPUTER INPUT_ S OIRENS16NS) SUBMITTED BY IRUSS NSR IN LIEU OF RIGID CEILIIIG USE PURLINS TO BRACE BC @ 72" OC DEfLECTION MEETS L/240 LIVE AND 1_/180 TOTAL LOAD. BUILDING BEST-GNE-R IS RESPONSIBLE FOR CONVENTIDNAL FRAKI11G. TRUSS TR ANSFLRS 8740 PLFUNG'TOP CHOkD'THROUGN'TRUSS TO WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DE -SIG WARNING; TRUSS IS DESIGNED TO BEAR AT SPECIFIC LOCATIOnS AND IS NOT SYMMETRIC, INSTALL AS SHORN. 10 PSF Of. I TVF I nAn DFP IfFir 44 X4 k 6 W5X6 146 �3)X( C' ). w T(S) 4J4K6 (A1� � 4!2.51(4 � 412.5X4 = 412.3 X4 = 415X8 5x6 =►'13X6 = I'JSK6 = W2. SK4 • IP3K6 y 1'!3X4 = 413X4'= 4S5KB(A1) W2.5I(4 = V3).4 = 1'J5K6- IQX6 0 4!2X6 III W2.5X4 PPL�o-° J 5-d 12 4-6-7 n -a 7 4-ID-19-al11 5-5-4 _g 1 .e 3-1-30- D- 3 3 7-9 a-4.7 3 4-0 4 2-2 12 3-2-0 4-6 7 y•6-7 4-6- ?- ,D 4-6-7 4-6-7 4-4-11 b B 5-6 B I_ 9-0-10 12-5-14 I _613 I 8-11-6 _1 3-6-2 I_ 5-6-8 - I 38=0=O-O.ue.rr2=5u�por-ts_� R=2986 11=5.5' • RD -3671/-3671 R-2777 V-5.5' Note: Al) Plates Are W1.5K4 Except As Shown. ��'� 'LT TYP. 41oVe TPi 45 R Design Criteria: TPI STD U8C CA - i F Scale_q B.5 t. LDneellow LtumDer 89LacnAvclme•Chico CA95928 • WAPr)IY:-- TRTSSES OtOI.1LE (STREHE CAME IK FABRICA710K, ).ARDLING- SHIPPING, p'ITAll7W6 AMU eNfL7YE. HEFEI TO 1110-91 IHAI•D11NG FRSTALL[L4 AHD ensclnw. Puitisou AT 7F1 (TRUSS PIAT( 0y[; ,�(.p" !AST ilal(, I9] O'C•lOfR 10 DR., SOI TE t06, ISLD[SUR. HI SS119), (OI SAFE" 'fRACTICES ?Aron 10 �Q q� PORP coK]ti TCI Sf (VAtiJORS. TC LL 16.0 PSF �i REF R427'!;t �J F ��'D�Iy� Tlril tis DTHERtl lS[ FPDICATEO. TOP CHORD KAU NATE PROPIRLY ATrACHED `r STRB(1WAl PA4CL S- eOf10H TC DL 1 D.0 PSF DATE �2 CHOpO SHALL HAYS A PROF HUT ATTACHED p[61D CEiI [RG. . "tcDOX13AIIT—• FSRilitl A COPT 0.T TH13 [ICStGR TU IME IRSTALLATIO>1 CGHTRACTOR. A:P)NE [ALItlEERE6 PnIWYSCSi- FS.C_ :OA7E "I BE REI)OH11110 FOR ALF DEY[ATIDN FROQ IH)S DEStrl; BC DL 7.0 PSF DR4J CAUSA4P,] 2 8 0 ALPINE ANY FAIINRE4IC' OO S BUILD TD( YRILSS[L 1N CDRFORnAntt 3117H TPI; OR FASRICATING, HDDLIAG. SHfP►IA5_ MULLING Ik D BIT ACIAG OF 7RUSSIS. THIS OESfal- COHFORHS WITH APPLICABLE PRUISIOKS of not IrAT]DRAL 0ESIGL BC LL 0. D PSF CA - E Ft I_G SPECI►I CA[1 BN PBELIST[D OT THE >'x[/.!CAN /ORESi ALO PAPER 65SOC]A7 [OEl1 AryD TPI ALPINE A r I COCNECTORS ARE KIOI Or YOuA ASTM A:S1 CI[U LAI!. ST ELI, EICM AS TIDIED. APPIT COPNECTORS TO * * !ACL: r.ci OF TRBSS. AND UHIESS OTHERWISE (OCATEO G1 THIS DLSICtl. PUSITIOP cnnNECToII PCT. TOT. LD. 33.0 PSF f� 9 SEON - 12 6 2 tlpuic Bngi CMD aC/L 9Iluc7s, Illc. SNIralncnlo CA 95825 W.CUT "tis 160 A - I. THE SEAL ON TPfl 014VING iWDICAILS A(CEPTAWCE OF E'10FESSIDAAL EHL IWEEAING � �171♦r p A.ESPOWSTP111TY 50IFIY FCR THF TRU53 CQtlFOW[W7 DES165 SOOPI_ THE SUI TMIL)IT Apt USE OF 711113 qiF COHPOP,[Hl FOL DUR _FAC . 1.25 t RD1'1 I' AWT PARIICO_AL EOIIn[SG FS TK[ P.EsPOAsliu m Of TILE BUILDIWG UESIGn_R• P[L OF A1•S)FTrI ] 399E SE[i1011 �. _ SPAC I NG 24.0' �(r/arm0115-walker'/ 7sarmore ave. - 0 29'6 mortD hip) 7OP CHORD 2x6 DF -L SS 903 CHORD 2x6 DF -L SS I WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO Hip RAFTER. SUPPORT EXTENSIONS EVERT 4.00 FT TO FLAT iC. ATTACII 2x4 LATERAL BRACING TO FLAT TC @ 24" OC L4ITH 2-16d NATLS AND DIAGO11ALLY BRACE PER 11I8-91 I3.2.1(FIG.33), OR D11G. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES Al 5-7-14 OC. TRUSS DESIGNED FOR UNBALANCED LIVE LOAD. 404 W2.5K4 6 r= 102.5X4 = 0-9.2 T 05Y.4 (Al) Ili.5%4 RI W3X8 = 114K4= THIS ONG PREPAJIM FR014 C011PUTER IRPUT (LOADS L DINENSION51 SUON11TID BY FRUS5 FIFE 1N LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION F•IEETS L/240 LIVE AND L/360 TOTAL LOAD. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. TRUSS SUPPORiS`Z4Ak[IrE•CH UNIT: UNIT CENTERED AT 22-0-0; SUPPORTED BY TC; UNI�T IIIDTH 2-4-0; SUPPORTED BY 3 TRUSSES. 1D PSF BC LIVE LOAD PER UBC. W4X4 = 105X6 a 101.5X4 11 �(A) 9-D-0 HS412 a W1 .5X4 III IJ2X6 ill W5X6 4-B 0 4-3-4 5-0-12 5-0-125 0-12 4 11-0 ply. JV 4-B 0 4-3-4 5 0 12 5-0-12 5 0 I2 4-11-0 19-6-0 I C 29-0-8 Over 2 Supports— C;1--- 8-1461 I1=5.5' R=]765 W=5.5" •:yam 'LT TYP. High'Stren th,hlave TPI -95 R DeslIn Criteria: TPI STD 1U9C CA - 1 - - - F S al= Ft- lAVIISfd10O'1,WObZ 84inrcnATTarLIr ChinGCA?14211 '•aARA IRG`• T10S5I IIFDUIRE CXTREHE [/J.[ In rADRIC1r10Y. HAW 71G. SHIFPf Y6, INSTALL M AEG BlAC11K . REFER TO 1[8x91 fAf.ND11116 INSTAIII"I ,1IO OCACInGI. PUOLISHED 9Y TPI !TRUSS PLATE ILST:T11-. 503 D'OROTRIO Ili-, ST7TF zoo. /IfD1 Sou, Yl 531111. FOE. SAFETY PRAI:T LC[E 0110/ 10 PFRPORR.Lai iIIESE OLt) V1! y TC LL 16 .0 'PSF PSF f E —�t' •. 38420 FUBCT [Cqf .'('-!`f S5 i1THL.,V,S( 11DICLTfO, TOP 1903D SHAH HAVE PRO?CRL1 I.Tf AC1IED STROCTI4A( PANELS, BOTTOLS'-80.70 `Q--19 Ol �C TC DL 10.Q DATE,, 118102 Wit NAY- A JICPfKtI ATTACHO (1610 CE ILTHG. 'IY.C.9R TART'• fuLNf iH J, C9fT O.� T71a DES [GI 10 1 0 1115TALL ('-IOL COE?AAr,T01.. ALP [P.c E4c61 NEELED 'PIODO S- LNC. SOUL x'07 0[ f.[SrouS1 BLE FOdI ARI' DfP1ATI0A Flax THIS DES1011: M[ 1,11108E TO flC DL 7.0 PSF t�`4J S,, 7 lair B036 ALPINE Bd[:0 11Y TR73SE5 IG COV.iOCML6CF YIIH TPF,- (R lASA1CAT 106, HANOLIN6. SNI PP InG, IASTAL 11 N6'A110 BRACIIS Of TRUSSES, [Ills O(Sf4Y COIIfDRnS Sfn LTPLiCAOI[ +40f1S10N5 Of NDS (a4ilCUM DESIGN D BC ILL 0.0 PSF CA �4&IS f G41N SPECIFICAi101 POBLISAE0 beIr /AfR.ICAD FOREST PAD PAPEL ASSOGIATIOUI ,1PD TPI. ALPIY[ COen([T0" ARE H,1Df p 144 of 20GA !.STM. Abi3 (dG0 QALY. STf EI, FICEIi LS C.01(D• APPLY COGn[C'rC TO (RCN FACE OF TRUSS, AHO UCIESS TOT. L D . 3 3 . 0 PSF SI; D 5 Alpine 6n0inaetul products, IOC. OTHfPY15E LOCAT(D GS ]ell DFS I[:P. ;(.53TIO YDNHfCTORS IFfl OL,1NIHGS 16D A•2. TILE 5141 ON TIES CRANING IHO[CAU S ,1CCCPT ASC( OF fR0!ESSIOHAL EBG(YEELf N6 i.f SPUIISI OI1I TE' SOL[IT fOF TME THUSS C �p Yr'QT CML OUR. FAC 1 fis Ott. 'NiD NPOIIE NT Oi SIGa' 11 M. l0f SU[1ABflfil' Allo US[ Of T1115 C0111.0011T FOL AUL fAS.11COLAF. DufLD14G Is TILE P.ESPO:ISiB1lITV 0T TYT- OVILDIAC DES16nEP.. 7(8 'a . .25 —`$q[Ta[nrn10,CA9iR2S 4VS1fTPI 1-1OSS :1MUP. P. CJ�If SPACING 24.0" (IDarrs01I5 xalker/ (narmirwe ave. - F4 29'6 MONO HIP) I!IP CHORD 2x6 DF -L $2 :72 2x4 OF -L R:: 'SO7 CHORD 2x4 DF -1 ¢I 11EDS 2X4 DF -L Standard PLAIES DESIGNED FOR GREEN LUf4BER PER NDS -97 TABLE 7.3.3. BRACE 70P CHORD WITH PURLINS AT 24" 03, IN LIEU OF STRUCTURAL PANELS. RIGHT END VERTICAL NOT EXPOSED TO VIRD PRESSURE. W4X4 T 1-9-2 411.5 THIS OVC. PREPARED FROM C011PUTEF. INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS NFO.. 'A)'CONTINODIPS-LATER AL 2R-AC-I-NG-EQUAL-L-Y-5PACED-ON-MEN0ER- IR LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS 1-/240 LIVE AND L/180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS SUPPORTS 240 - ECH-UN-I-T- UNfT CENTERED AT 22.0-0; SUPPORTED BY TC; UNIT NTOTII 2-4-0; SUPPORTED BY 3 TRUSSES. W£.5X4 — 142. SX4 = 4!4x4 ---� 7.7-8 7-5-12 F -O -B 5-10-12 7-7-8 7 11 O 5-7-4 5-10-12 1S -6-B 11.6-0 1R-93727-0-8 Over 2 Supports 11=3 .5" -T TYP. wavL- TPI -95 R Design Criteria: TPI(STDG L+BC iollgfellDu'LwnDcr '11hOH1Hb' LfSSE1 RiOUllf EI TREY,f cr1; ]n PABR]CRT10H, I, C8 , SH[►?IyG. ]IISTAiI]Y6 Ano =�Ew1=nUt.ChimCA95928 BRACf16 P.EFER TD 1116.9L [YAADINVII 1nSTAELIN6 AHO BRACIAG), Pvllisll[D BY TPI (TRUSS PIAT IOSTITV11. 503 D-11HIFRIO UR.. SS(1E 100. h501 SO D, of S.,, , FC6 SAFETY PRACT[C(1 PRfOR 70 S. I,HTLG TIIf Sf fuKC11DnS. •UrILESS OTnERNISE IAOECATEO. TIT CHGAC SRALL LAVE PROPER&I ATTACH% S. LE. PA?FLS. ED "Oil CHORD SHAH HAVE A PaOPERIT ATTACH(D RFG[S EiTilor,% -•fHPDNTA1(1'• fL'KVJSH A COPT OF 13,19 DESIGS TO THE In SivLIAT(Oh CORTF.ALTOI, ALPI[;E ENDIHEiR(O fRODOCIS, IN[. SIIAII HOT BE Fit1POV51DIE IC1 RUT OEYI%110[ FRIT. 11115 Df SICK; All FRILIAS. TO A L P i N E .01, GHI�TTAUSSFSRUSSES IN COTH1�3"OfS�GI[CONFORMS111 Tpl: OYITNARPPL[C1Bl( pp0DFS1Uy'SSOFpROSO(RATIOIAlIOF31GY SPECIF LC ET10u PURl1SY,ED BT TNI AHSn 1CAH FORE LI %RD PAp(R ASSOCIAT FL RI'D 1P1. Alp?if ODNHECTOtS AIF NA9( Of "GA ASTM R6►1 C►10 GAtLr. SIE CL. (1CfPT AS R6s(O. APPLY tDSq ECTORS SD E RCI! FAC Of TA USS• ANG UNLESS OTllfpvl S( LOCATEO OP 7X11 DESIGn, POSITFOV CDIIHECTORS PE8 .!fr1UC Efl(,RIIf:CICd ProducSS, IIIc. ](SPOSS IOIlIII S01(I1I FOR11, SOR TNE TRUST[ WD.p01iEHT 0.S16uT350LR�LPTAT'I SBITIl Il1TTDAHD i:S(1 DF EIHIS SD.fDIDrnlq CA 95826 C08PUR(HT FOF All PIATICUTAI BUIIUL"'S JS ]UI RESPOVSIOIIITT OF THE Bb I1DlvA O(SIGIIER. p(p Ansillp1 1.115% E!C1:3: ?. W2X4 h 8-1008 N=5.5" m W Z W -111-1-1-/F SCa e 4,5 PAL . Dyp W TC LL 16.0 PSF REF 42 - 421 TC DL 10.0 PSF DATEe. Lqi J02 r S DOS 9C DL 7.0 PSF DR 11 cnnsT)< o�roeo3T 9C LL 0.0 PSF CA -E q t9 G1fH + A 1B o 2 * TOT.LD. 33.0 PSF SEON - It -%47 CJVI%l QFe-WI DUR.FAC. 1•.25 FROW MD" SPAC1Nf, 24.0" ' t I�(mar&L)115-calker,/ tharmore avp.. - F5 29'6 MONO HI f -_ luv LHUR0 2x4 DF -L T1 :T1 2x6 DF -L #2: B01 CHORD 2 x 4 OF•L #:I VERS 2x4 DF -1. Standard PLATES DESIGNED FOR GREEN 1 -UMBER PER t)DS-97 TABLE 7.3.3. In PSF RC LIVE LOAD PER UBC. TRUSS SUPPORTS-2�'f4ECNNLINIT; UNIT CENTERED AT 22-0-0; SUPPORTED BY TC; UNIT Ia1111TH 2.4-0; SU P RTED BY 3 TRUSSES. (I) THIS MEMBER. TO BE BRACED AT 24" O.C. THIS DUG PREPARED FROA CORPUTF.J3 19PUT (LOADS L OMENSEONS1 simmi TTF11 RY Trmv4 urp. SEE DNGS TCFILLERO699 AND BCFILLERO699 FOR FILLER DETAILS. { A)—C ONT I fI UDUS-LATER AL—BRAC! NG-EOUAL`LY-SPACED=0 N -t4 E. IIBEP, III LIEU OF 'RIGID CEILING USE PURLINS TO 8P.ACE BC @ 72" OC DEFLECTION MEETS L/240 LIVE AND I../160 TOTAL LOAD. BRACE TOP CHORD 1JITH PURLINS AT 24" OC IN LIEU OF, STRUCTURAL PANELS. RIGHT END VERTICAL MAY NOT BE EXPOSED TO IIIND PRESSURE. 143X4 o 91.5X4 I@ �•:i J� W1 {xe III , (4 1�3Y6 EI w2.5Y4 = 4•JZ . 5 X 4 � 6 r 142.5x4 0 I43Y4 TI (A CA) (A' 10-0-4 2-9-2 -0-0 01.5X4 U 1;3114= 4[3X4- 103YB= INX4= 412X4 III 6-0-8 6-7-8 4 6-1D 6 5-12 4-0-B I5 2 10 6 ?-8 6-5.12 G -D -B - 5-10-12 L_ 15-6-u I 9-6-0 'p.$--0_8_0_ver-2SupPori-s — 1i=869 H=5.5` R-934 U=5.5" 1W► AL1 Tt'P. Wa ve 7P1 95 R Des Ig Criteria: TPI STD IiBC CA /1 - -/F Sc; fe 1 Ft LODPfe110EY1-UO71Nr "'A RVI AV, •• iRO1SES RE OIIIi( Ell W C.�AE Ip fABpfC 511 DR. NAIIUM. SATFF lA6, INSTALEIp6 hRD B91mIa1Aitnue,ChioaCAry5426 <BRACIA4. REfCI. TO HID -VL (I:NDLIRG 1NSTAL1,1N6 AIID BRACEA61. PUBLISHED DY TPI (TRUSS PLAIT TC LL 16.0 PSF REFER - 6422 INSifiBlf. SE3 O'DIIOFp fO pA•. SUITE t00, N." WI:. NI 531EI1, FOR SAM TY PRACT (CSE PF.I OR ED �QVi3 LY & Pf RFIRlflll6 TNESE FUiCTIOTt. UNLESS OTHERL•I3F LUDICATfO, TOP Cb1PO SHALL HAYE PROPERit ATT.LCIID ` y% TC, i}L 1 G , G PSF OAT;.,, 4'4 f 02 SIR UCl1iAl DANiIS. HOTTO.S CIORD SNA[: IIAYF A. IN DP[ILT lTTACB:O RIGID CEJIING. '111POfl TAlli•� FURf:fSl a TCPT OF Tais DE516+ TD TIIE fISZA1►ATIUN CONTRACTUR. ALP('.[ ENSIREElEO ®r, DL 7 .0 PSF DIF{ $ 7 oboe �PRCOOL•T5, fMC. SHALL 110T aF ILPW'S iBIE f63 ANY OfTiATIDr Flax TRIS OESIBN: FYI IA(CURE.IU ALPINE BU ILO ill! TRUSSES IN CONfO18tACE YfTN IPI; Ol FhDRI[ATiw, MA[OEtN6, SNIPPfNG, WSUELfNG'AAD Do BRAC/AG OF TRUSSES. IF"1' uIFON ca To it Y]IH APPl1CMf PIUt[3(Op3 OF NOS (AATIONAE' O(S16N BC LL 0.0 PSF CA-ENPt u S H SPECIFICAT 101: PURI ISNfD If T/[ ANER [S GO TOPES[ AND PAPEP ASEOCUT10A1 AND TPI. ALP 711E A 16 X002 CONOC[iCE.Y All tlAD[ Of ZOGA ASIN A651 61.t0 OAtf_ Sit Ft. EICEPT AS ROTED. APPIT CO10't, S TO * # TOT. LG. 33.0 PSF SE0N - 4 ► EACH FACE Dr iNOSS. ARO MISS OTHEAWLSF IUCA?EO at THIS DESIGN. POS1T10U CONNFCTCO% F(i. OLANINGS ]E.t. A•i. 7110 SEAL 0:1 TIKE OEANING INICAlFS A[CCPFARCE Df PiDrFS510NA1 SNGTIIEERFAG �l� FROM 0 Alpilw_ GnyOnilln. /LSI CEI, Inc. I[.'PUNSIF111E1 tOIIIY rOP. TIIE iiUSS Ck`iPD11FNT 01S fill Sit UK. THE SOF Th 1l ITT ABU t•9(DF TN:S Civil- �Q DUR. FAC. 1 25 $OCT Olt)adq CA 9582E CDHPO:F:.1 FW ;,IT PAETICULA/. BUIIDI'G IS THE RESFO�SIUIIfTY OF THE BUILD1PG DESIGNER, TFL E __ ARSII pI 1•tlyi s_c.wilt Of FC> SPACING 24.0" I 61 'd i .. ........4UIL W'Nfl. DEPARTMEi m 0 v F CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(1) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (t) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T -BRACING OR L -BRACING; APPLY TO EITHER SIDE OF WED NARROW FACE ATTACH WITH 18d NAILS AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH , SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT B" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T -BRACE OR L -BRACE QtOFESSig ' IS DRAWING REPLACES DRAWING 579,640 ++VARNING+■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLING AND BRACING. REFER i0 HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D•ONOFRIO DR., SUITE 200, MADISON. W1. 50719) FOR SAFETY PRACTICES 0 ,I.h. LL PSF REF CLB SUBST. PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED, TOP CIIURD SHALL HAVE C7 r DL PSF DATE 06/25/99 PROPERLY ATTACIIED STRUCTURAL PANELS AND BOTTOM CIIORD SHALL HAVE A PROPERLY ATTACHED RIGID,' CEILING. ■+IMPORTANT— FURNISII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. W ac ND.0 5 ' ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Ew DL PSF DRwG BRCLBSUB0899 DESIGNJ ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE LL PSF -ENG MLH KAR PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GALV. STEEL ' EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE Of TRUSS AND, UNLESS OTHERVISC LOCATED ON �% CIVIC �� T.LD. PSF •. ACCEPTANCE Of PROFESSION LCTORS ENGINEERINGER ARESPONSIBI RESPONSIBILITY SO E�YAL ON FOR TIICITRU svCOMPONING LNTIES DESIGN SIIOWN. THE SUIIADILITT AND USE OF THIS COMPONENT FOR ANY PARv:"' ,' UILDING JILITY OF HIF BUILDING DESIGNFR. PER ANSI/TPI 1-1995 SEGUE ; 9TF�FCOQ`� DUR.FAC. SPACING i TRUSTS 81RACI,G/8LOCKING DETAIL TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUES BRACING/DLOCKING DETAIL (AT SUPPORT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES, AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. ('A) 2X4 13 NEN-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WIT11 (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACITED AT 00111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. I (H) HEIGHT OF TRUSS AT SUPPORT. 11 w TING VERTICAL WEB 1_ SECTION S -S I,, TRUSS (D) 2X4 H.F. 13 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SIIOr1N. (P) SIIEA1HiNG APPLIED TO TOP CHORD. BRACE NAT BE LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS 10.0-1 OR LESS, DIAGONALS NOT REQUIRED. 6 - APPROX. 45' (013) ©LOCKING TO BOTTOM CHORD OVER SUPPORT, OF BOTTOM CHORD. II.F. 13 OR BETTER 2X SIZE PLT TYP. Wave TPI -95 Desi n Criteria: TPI-95(STD CA 1 - R O O O O O Q O Q Q . T T ^ �„, Q !/111LY I11I\�1' IL..,i �T'T� ry` ry` 1 1\�lJ IJ ZO Q Q Q "WARNING-- TRUSS[$ N(OV1AE (LIMINE CAN[ 11 FABRICAIIOA. HANDLING, SNIPPING, INSTALLING AMO BRACING. REFER 10 N11.91 (HANDLING INSTALLING AND BRACING), PUBLISHED By IPI (TRUSS PIAIE 11flIf Ull, $81 D-ONOF10 OR., SU11I 100. MADISON, BI $1119), FOR SUITT PRACIICIS PRIOR 10 1(RfORMI1G INIfI FUNCTIONS. UNIISS O1HINVIS( INDICATED, TOP CHORD SNAIL HAVE PROPIRLY AIIACHID SIRUC1UAAl PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CI(LING. ••IMPORTANT— FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. AMA( (HOT N[[R PN OOUCIf, INC. SNAIL NOl BI N(S►ONSIBIE FOR ANY OIFIAIION FROM IRIS 0[SIGM; ANY FAIIVR1 0 BU IID 1HI IN Yff[S IN CONI ONMAACT YI1H T►1: 00. FABRICATING, MANDLI!G. SHIPPING, INSIAUA 110 OR BRACING OF IAOSSIS, TNI$ D(f ION C01F..HS YIIH APPLICABLE PROVISIONS OF NOS (MAIIONAI OI SPECIFICATION PUILISNED BY THE AMERICAN FORE SI AND PAPER ASSOCIATION) AND IPI. Am I EACH FACE OFNTRUSS` ANDOF FMI SSOGA TOIH(AMI$(N AM 1LOCATID 00 IRIS( OCSIGNAfPOSITION CONM(CIORSI/ERRS IO ORaYINGS 110. 1{0 ANO 110 A•F. AN 1 161 1111-$ SEAL ON IHIf DRAWING APPLIES ONLY 10 THE DESIGN OF IN( IIUSO OIPICIID NI1I ANO SNAIL R01 BE RELIED UPON IN ANY OIMIA WAY, COQ ~ Z N0. IP %,9>L' CIV1� O���Q' C OFCA��� TC LL T 1 C DL BC DL BC LL TOT . L D . L REF R427 DATE 1/12/94 DRW 3,048,634 OUR . FAC . CA -ENG CWC SPAC)NG SEE ABOVE. Detail for fabrication of bottom chord filler to be used to produce a flat bottom chord of variable length. Refer to appropriate design for lumber, plates, and other data not shown Isere. (A) 1X4 continuous lateral bracing @ 6'-0" O.C. (max.). Attach with 2-8d nails. Furnish copy of this drawing to erection contractor so Ile will know of this requirement. (1) REV. / SM / 1/5/92 (DRAWING NUMBER) (2) REV. 1/21/93 BR (VERTICAL) 1(3) REV. 7/7/93 FM (MAX. FILLER OPEN PANEL) 3X4 (2) 2x4 112 Fir -Larch 8-7-0 MAX. OPEN PANEL ___ _ length as required—_ _- i (A) 2X4 CD 101) T 2X4 j—�----- -- - ..._ Truss Span -- PLATE TYPE ALPINE FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR IMPORTANT: ALPINE ENGINEEREDPnODUCTS.INC.. WARNING: TRUSSES REOUIRE EXTREME CARE IN HANDLING. ERECIIONAND SS/p�r DESIGN CRIT. UDC REF: 5736 R427 DATE: 7/19/88 - SIIALL NOT DE RESPONSIBLE FOII ANY DEVIATION FIIOM (NESE SPECIFICATIONS On ANY DEVIATION FIIOM IVIS DESIGN On ANY BRACING. SEE ••DWT,TB•• (BRACING WOOD TRUSSES: COMMENTARY AND RN• ECOMME jvof 01. c�,y TC LL: PSF FAILUnE TO BUILD TUE TnUSs IN CONFORMANCE WITII TIIE DATIONS — 11P1). SEE TIIIS DESIGN FOR AODI• TQ O1�' t, - •7 _ _ -DUALITY CONTROL MANUAL- BY IPI. ALPINE CONNECTORS ARE TIONAL SPECIAL PERMANENT BRACING C DL: PSF CD106 MANUFACTURED FROM 10 GAUGE GALVANIZED STEEL UNLESS OIIIERWISE SHOWN, MEETING nEOUInEMENIS OF REOUInEMENTS. UNLESS oI I IEnWISE SI TOWN• TOP ��u -I21KG: ASTM A446 GRADE A. APPLY CONNECTORS CHORD SHALL BE LATERALLY BFIACEO No. C 0 5 C DL: 5.0 PSF _FNG: FM ,(,., r✓••ry O/A LEN: ARIES TRUSS 10 110711 FACES At EACII JOINT AND LOCATE AS SHOWN. BEARING w10THS AIIE 4' NOMINAL UNLESS OTIIEnWISE SIIOWN DESIGN, STANDARDS CONFORM WITII PROPERLY ATTACHED PLYWOOD SIIEA• THING, BO110M CIIOnO VAIII #11010 CEILING OR BRACING AS SPECIFIED ON DESIGN. DO �. OT. LD: PSF PITCII• VARIES WITH APPLICABLE PROVISIONS OF•NOS•00ANDTPI.OSORPCT•00. NOT USE TIIIS DESIGN WITII FIRE RETARDANT TREATED LUMBER. UR. FAC: 'TPI TRUSS PLATE INSTITUTE; NOS -NATIONAL DESIGN SPECIFICATION FOR WOOD CONS 1nUCTION. TYPE:. DETAIL r C'1/1� OQI�\P SPACING 24.0" O.C. a'- 74" It CALIFORNIA PERMANENT BRACING EXTENSI NS. (SLOPING\ II'YPICAOL)^ CHORD%(CONTINUOUS) TO FLAT 1 #1 HI * SET BACK P START OF TOP CHORD EXTENSIONS. (SLOPING TO FLAT) I BRACED BAY ROOF SHEATHING. PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF PERMANENT DIAGONALS FORMING BRACED BAY AT THE #1 HIP CAN BE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: 1) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP CHORD OF THE 11 HIP. 2 THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANELS.) SECTION -A-A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE CRIPPLE OF TRUSSES SPACING COMMON ANENT BRACING DETA CRIPPLE SUPPORT LAYOUT SETBACK sp.,rnAru * S ETK] BACK f COMMON TRUSSES t CALIFORNIA HIP SYSTEM TRUSSES �#1111P PITCHED AND SHEATHED B CHORD AREA. o —CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP "CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 0 — Od COMMON TOE NAILS OR 2 — 10d COMMON NAILS TIIROUGII FACE. CHORD EXTENSION (TYPICAL) �� II C) �(D �_(B)II _(B) II cB) II (B) (D)11 (B) (D)II(—B-�,' (B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT—IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONALI ALPINE Y SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING .REFER TO ORIGINAL DRAWING FOR CRIPPLE SPACING. (B) #11#21#31#41#51#13 #1 HIP GIRDER SE� T©ACK FJAKIPEGNERINGOE CUD i I'l NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER PLATE MANUFACTURER 1 NOR TRUSS FABRICATOR. PERSONS ERECTING THE TRUSS S ARE CAUTIONED TO SEEK ADVICE OF A LOCAL PROFESSIONAL ENGINEER t REGARDING. CONVENTIONAL FRAMING. *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FACTOR REQUIRED. THIS DRAWING REPLACES DRAWING* CD110 AREIN FABRICATING, HANDLING, SHIPPING, INSTALLING INSTALLING AND PUBLISHED BY IPI (TRUSS�O SAFETY PRACTICES MOTHERWI INDICATED. E� �w w� TC CALIF. BRACE NLES200 S EI TOP SHALL HAVE VE VD BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID � DATE 06/26799 OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. LOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ti Dl PSF DRWG HRCALHIP0699 S IN CONFORMANCE VITH TPII OR FABRICATING, O9yCI. f COMMON TRUSSES t CALIFORNIA HIP SYSTEM TRUSSES �#1111P PITCHED AND SHEATHED B CHORD AREA. o —CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP "CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 0 — Od COMMON TOE NAILS OR 2 — 10d COMMON NAILS TIIROUGII FACE. CHORD EXTENSION (TYPICAL) �� II C) �(D �_(B)II _(B) II cB) II (B) (D)11 (B) (D)II(—B-�,' (B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT—IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONALI ALPINE Y SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING .REFER TO ORIGINAL DRAWING FOR CRIPPLE SPACING. (B) #11#21#31#41#51#13 #1 HIP GIRDER SE� T©ACK FJAKIPEGNERINGOE CUD i I'l NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER PLATE MANUFACTURER 1 NOR TRUSS FABRICATOR. PERSONS ERECTING THE TRUSS S ARE CAUTIONED TO SEEK ADVICE OF A LOCAL PROFESSIONAL ENGINEER t REGARDING. CONVENTIONAL FRAMING. *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FACTOR REQUIRED. THIS DRAWING REPLACES DRAWING* CD110 AREIN FABRICATING, HANDLING, SHIPPING, INSTALLING INSTALLING AND PUBLISHED BY IPI (TRUSS�O SAFETY PRACTICES MOTHERWI INDICATED. E� �w w� TC CALIF. BRACE NLES200 S EI TOP SHALL HAVE VE VD BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID �W�ACING), ti��y y DL PSF DATE 06/26799 OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. LOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ti Dl PSF DRWG HRCALHIP0699 S IN CONFORMANCE VITH TPII OR FABRICATING, JG OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE 2 LL' ' • PSF -ENG 3FICATION PUBLISHED BY THE AMERICAN FOREST AND 'CTORS ARE MADE OF 20GA ASTM A633 OR40 GALV. STEELT�• EACH FACE Or TRUSS AND, UNLESS OTHERVISE LOCATED ON OT•.LD. * PSF AVINGS 160 A-2. TIIE SEAL ON THIS DRAVING INDICATESRESPEW SOLELY f l9TF2. _F THISSCOMPON NIBILITY OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1 ANY PART ION R BUILDING OFCIVIL CA11f�\� SPACING (' 3 i RAFTER W2x4 CEILING JOIST LIVE LOAD (PSF) . DEAD LOAD (PSF) DURATION FACTOR RAFTER O -II -0 SIZE GRADE STANDARD JACK DETAIL SPACING 24" O.C. W1.5X3 DEFLECTION CRITERIA: (LIVE LOAD) RAFTER SLOPES < 4:12 =L/240 RAFTER SLOPES > 4;12 < 12;12 = L/100 CEILING JOIST = L/240 IT IS THE RESPONSIDILITY OF THE DUILDING DESIGNER AND 1•IWSS FABRICATOR 10 RLVIEW THIS -DRAWING PRIOR TO CUTTING LUMDER 10 VERIFY 71 -IAT ALL DATA, INCLUDING. DIMENSIONS —1 U• AND LOADS, CONFORM TO THE ARCHITECTURAL SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT, "< W 1.5X3 MAXIMUM CLEAR SPAN 2X4 1•IEM—I'll? STANDARD I?L'-OUIRED 117 RAFTER NOT -- '" SU l"I"O WI L•' D AT E N D I?AI IEI2 5LU►:,E <4:11 __.IjArj R SLOPE > 4:Iz cEluNc JOIST 16 16 30 30 16 16 30 30 10 15 10 15 10 15 10 15 5 25% 25% 15% 15,11, 25%' 25% 15% 15% 1.00. --MAXIMUM CLCAI? SPAN -- 2X4 y1 FL 9-2-0 8-7-0 7-11-0 7-5-0 O -II -0 0-4-0 7-10-0 7-5-0 VARIIING— 1RUSSCS REWIRE L'XIRCIIL' CART: III IIAIIIII.IMi. Sllll•I'llA;, INSIALL111G ANII URALIIIG. RErER 10 (110=91 (IIANDLING INSIALLIIIG AIIII RrnI:INGI, PUDLISII(11 BY IN Muss rl.nll 0-9-0 2X4 SS FL 9-6-0 8-11-0 8-5-0 _ 0-0-0 INSI111111, 387 D'ONOrRID ITR.,sUIIE 200, IIADI%011. VI 5]719), ruR SArby I'RACIICES PRIOR10 9-3-0 0-7-0 0-2-0 1-10-0 9-0-0 2X6 #1 FL 13-4-0 12-6-0 _ 10-9-0 10-2-0 _ _ 12-3-0 11—.6-0 10-9-0 10-3-0 13-11-0 2X6 SS FL 13-11-0 13-1-0 11-10-0 ll -4-0 _ 12-0-0 11-11-0 11-4-0 10-10-0 13-11-0 O O O O O O VARIIING— 1RUSSCS REWIRE L'XIRCIIL' CART: III IIAIIIII.IMi. Sllll•I'llA;, INSIALL111G ANII URALIIIG. RErER 10 (110=91 (IIANDLING INSIALLIIIG AIIII RrnI:INGI, PUDLISII(11 BY IN Muss rl.nll REF ORTTRUSS O INSI111111, 387 D'ONOrRID ITR.,sUIIE 200, IIADI%011. VI 5]719), ruR SArby I'RACIICES PRIOR10 PCRrORMING 111[1( ruNC110Ns. uhris OI111.RvIS( INDICAIEU. 111P EIIURU SIIALL IIAVC PRUIVILY AiIAC11CD SIRlK1URAL PANCIS AND BUIIUN Crt1D111 SIIAEL IIAVC A PRUPERIY Al1ACHCD RIGID CCIEI)1G.OO DATE rev 7/15/91]OO ..1NPORIAIII•v rURNISN A CUPY Or 11IIs DCSIr,11 117 III[ INSIALLAIIIIN CONIRAr10R. ALPINE' No5 DRWG CD101 o ENGINEERED PRODUCTS. INC. SIInLL NOl BC RCSPUHSIDLC MR ANY DCVIAIIUN rp11N lllls UCSIGM OOANY rnl`uRc Tu BUILD 1111 IRUSSCS IN ClWURIWI:E vlul 1PII UR 1wlRuur,. s1RPPING.JACI< UISIALL NG AND BRACING ur IRUSSES. DESIGN CIR1rEIRHS VIM APPLICABLE 1•PuvISIU1IS Ilr IIUSOO DETAIL —ENG INAIIONAL DCSIGN SPCCIrICAIIUN PURL )SHED BY IIIE AMERICAN rURESI AND rAt'LN ASSOCIAIILIIII I�O AILD IPI. ALPlln coNMccIDRs nRC MARC Ur 2o4A ASI11 A637 fRJ7 GALV. SICEL. EXEEPI AS f5flEU._ nr•PLY CONMCCIURS 1U rnr.H rnrl or (Russ AND. imms UUrc Rvlsr. IucAIEU u11 1111% DEIGN. C/V11 O O O O C� E=3 11RA I IIII ANAPPLIES ERNVAt II II CVIICSIGN IN' lit 1IR W DEI'IC1ED II1L'Rf rAOD SIIAALC1 jUl IIr PEL ICU 9lFoi CALIfo��\P ��''r PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: 80 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HCT, SBC, SEE HIB -91 SECTION 13.2.1 FOR DIAGONAL LOCATED ANYWHERE IN ROOF. 100 MI FROM COAST. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF BRACING. CAT I, EXP C. WIND TC DL=5.0 PSF, WIND BC DL=5.0-PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. DETAIL A FLAT TOP CHORD < OR = 12' — — PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) JOd COMMON NAILS. + 12' MIN RIGID SHEATHING OVERLAP WITH 8d COMMON QTaOfESS10 � OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. Q4� �p W �y N0. C 5 PERT DESIBRACING GN 'lt D DETAIL B �l9lF FLAT TOP CHORD < OR 20' OF C PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON NAILS AND WITH SCAB SIDE 4 2 2 4 AT ATTACHEDSECURED WTH210d#COMMONENAILS 4" O.I C. 2' FLAT TC 13RACINC PER DESIGN CAP TRUSS TOAND SECURED DETAIL C 3X8 TRULOXTPLATES E(EA HTOP FAC ) ATDEACHC NING D AND 1/3 POIINTS.H ALPINE 62PB PIGGYBACK CONNECTOR PLATES OR 8x8 PLYWOOD CIRCLED NUMBER INDICATES REQUIRED NUMBER GUSSETS MAY BE USED IN LIEU OF TRULOX PLATES.FLAT TOP CHORD?< OR = 30 OF 0.120' X 1.375' NAILS, OR EQUAL, PER FACE PER PLY. SEE DRAWING 160 TL FOR TRUL.OX INFORMATION. ALTERNATE CONNECTION 4 4 4 4 (4) 6d COMMON NAILS EACH FACE ---------- -- ------ 8" X 8" X 1/2" PLYW OOD OR OSB SPAN RATED SB SPAN RATED GUSSETS EACII FACE. ATTACH WITH (8) FLAT TC BRACING 8d COMMON ( .113x2" ) NAILS PER GUSSET, N7 PER DESIGN (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. TRUSSES SEOUIRE EXTREME AIFABRICATING. I INTA NO BRACING. REFERTOHIS-91 HANDLINGNSiALLNGANDBRACING). PUBLISHED BY TPI(TRU S TC LL PSF REFPLA PRACTICES INSTITUTE. SROEFTIUITLRN. I FOR SAFETY HSEFUNCONSUNESS OTHERWISE INDICATED, TOP SHALLHAVE TC DL 3/5/99 PAITACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY Al7ACHED RIGID PSF DATE CEILING. vvIMPORTANT■• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL N01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BC DL PSF DRWG 581 ,(�%0 *7= HANDLIIDESIGNG.NSHIPPING,AY FAILUREINSTALLINGTBUILDTANDTBRACINGRUSSESIor TRUSSES.NCEDESIGNWITHTCO; OR FABRICATING NFORMS WITH A P.LICABLE PROVISIONS BC LL PSF —ENG SJP/KAR OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON TOT.LD. MAX 60 PSF THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FAC. 1.15 DESIGN SHOWN 111E SUIT ABILITY AND USE IIF THIS COHPONENT FOR ANY PARTICULAR BUILDING S T R P S lY F T 11 I' S G R A S /1 - 9 s SPACING ,�� 0„ - .i:T (rudrmulA!3-1.7a1Ker/ marmore ave. - Al 42'6 #1 hi TOP CHORD 2x6 DF -L #2 :T2,' T3 2x6 OF -L SS: BOT CHORD 2x6 DF -L SS :83 2x6 DF -L #1: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. CALCULATED VERTICAL DEFLECTION IS 0.43" DUE TO LIVE LOAD AND 0.66" DUE TO DEAD LOAD AT X = 23-4-7. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTLU BY INu» MI -M. (A) CONTINUOUS LATERAL BRACING_EOUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00° OC DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. Lis lowaW�/II-%1\�I\�I 9-0-0 b14X6(A1) - l44 4 � 146X6- W3X8. 141..5X4 111 413X4= 142.5X4. 145X4=_ 145X8= B3 /� — W6X8 =— HS616 = HS416 = 414X12 (B1) _ 2-0-0, �I-4-6-O---J12-0-0.T #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. CONVENTIONALLY FRAMED. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. I 6-0-0 BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. BOTH ENDS OF CORNER JACKS ARE SUPPORTED. A ` 145X12 W3X10- ' 144X12 = 413X10 E 142.5X4 o W5X8� WSX4= 1!5X8= -11 T2 W5X6 =— T3 r-_ Lis lowaW�/II-%1\�I\�I 9-0-0 b14X6(A1) - l44 4 � 146X6- W3X8. 141..5X4 111 413X4= 142.5X4. 145X4=_ 145X8= B3 /� — W6X8 =— HS616 = HS416 = 414X12 (B1) _ 2-0-0, �I-4-6-O---J12-0-0.T 6-0-0 ►— I 30-6-0 I 6-0-0 I 42-6--O—OV-6—r2—Supports Occ Z R=3497 W=5.5" R=2756 W=5.5" PLT TYP. High Strength,Wave TPI -95\R Design Criteria: TPI STD. CA 1 - - - F e .1875" Ft Longfellow Lumber —WARNING— TRUSSES REQUIRE EXTREME CARE IM FABRICATI011, HANDLING, SHIPPING. INSTALLING AND •1RACIIIG. TC LL 16.0 PSF E 7--81727 89 Loren Avenue. Chico CA 95928 REFER TO NIB -91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE 1115T1T1TE. 913 D'•ONOFRIO DR., SUITE 200, MADISON. N1 53719), FOR SAFETY PRACTICES PRIOR TD 0%-D / lC Q. H �� HESE PER FOR.In THESE FUNCTIONS. UNLESS OTHE""SE IHOICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF D 08/16/01 STRUCTURAL S, BOTTOH CHORD SN ALL HATE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT" FURIHISH A COPY OF THIS DESIGII TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED B C D L 7 O P S F Dit SR427 01228014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGII; AIIY FAILURE TO . A L P I N E BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FAB ICATIHG. HANOLT NG, SH IpPING, IIISTALL ING AMD BRAC IfIG OF TRUSSES. THIS DESIGN COIIi0RN5 WITH APPLICABLE PROVISIONS OF ROS (NATIONAL DESIGN Exp. 630-2002 BC LL 0.0 PSF Yv -�4.w LVT/GWH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COIIII ECTOR S APE MAOE OF. 20GA ASTM A653 GRAD GALV. STEEL, EXCEPT AS VOTED. APPLY CONIIEC70AS TO Aug 1 6 ZOO 1 * * TOT . L D . 33.0 PSF O N - 33703 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAW III GS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �. ''FROM Alpine Engineered RESPOIISIBILITY SOLELY FOR THE TRU S5 C0MPOHE'IT DESIGN SHOWN. THEE -`IVIL• �Q Q� DUR.FAC. 1.25 MD - Products, Inc. SBcremenlo, CA 95828 SUITABILITY AND USE OF THIS COMPONENT FOR AIIY PARTICULAR BOILDIIIG IS THE RESPONSIBILITY OF THE BU LO inBE IGIIER. PER �F C�FV`- SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. In 0 LO N O z E (marmO115-walker/ marmore ave. - A2 42'6 HIP TOP CHORD 2x6 DF -L #2 :T1 2x6 DF -L #1: BOT CHORD 2x6 OF -L #2 :B1 2x6 DF -L #1: :B2 2x6 DF -L SS: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF 'TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. W 5 X 8 W5X6 W3X10a W4X4= W3X10= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0,14" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. (A) CONTTNUOUS'rATERAL—BRAC-ING EOUALL`Y-SPACED-ON-MEMBER: CALCULATED VERTICAL DEFLECTION IS 0.43" DUE TO LIVE LOAD AND 0.60" DUE TO DEAD LOAD AT X = 14-8-8. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. W2.5X4 = W3X8= W3X8 = W5X6 a W. W4X12(A1) - H5616W2.5X4=W1.6X4 III W4X4W5X6 V HS616 HS616 W6X6(A2) HS412 = I T 2r 6A+ I< 8-0-0 _I� 26-6-0 _I_ 8-0-0 � �w 1 4-0-0 1- 10-8-8 f 3-6-8 T 24-3-0 42---6-=0—Over 2—Supports I �� R=2073 � - R=2188 W=5.5" ro 10 PLT TYP. High Strength,Wave TPI -95\R Design Criteria: TPI STD CA - 1 - F SS e 51' Ft. Longfellow Lumber 89 Loren Avenue, CWco CA 95928 —WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRA[INfi. REFER TO IIiB•91 (HAODLIIIG 111$TALLI116 AND BRACIfl6). PUBLISHED BY TPI (TRUSS PLATE �p11I/t� 411 TC LL 16.0 PS f REF R4' -1721 III STI TU TE, 583 D'ONOFRYO OR.. SUITE 200, „AOISOH- WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� "y ',�. y 'T C DL 10.0 PSF DA T I 6 0 1 / STRUCTURAL PATI ELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTAIIT" FURNISH A COPY OF TO ISDESIGN TO THE IHSTALLATION CON78ACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO B C D L 7.0 PSF OR-W-Ruf47 01228007 A L P I N E BUILD TIIE THUS 1N CONFORMANCE WI TB TPI: OR FABRICATING. RANOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESI611 CONFORMS NI TH APPl1CAB lE PROVISIOtIS OF HOS (t1AT10NAl DESIGN 0 p B C L L 0.0 PSF C A -ENG V GWH CONNECTORSSPECIFICATI All EPMADEUSLISOFD20GATASTMHE MA653AGR4DREST AND P AP ER GALV. STEEL, EXCEPT AS NOTED. TPI. APPLYALPINE CONNECTORS TO * Aug 16 2001 * TOT.LD. 33.0 PSF SEQN-•-- ^ A701 tilPllle .c g erred Products, Inc. Secrnnleoto,CA95828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 071 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. TIIE SEAL ON THIS DRAHING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COHPOIIENTIFOpYAHYLPAgTICULAflEBU[LOIIIGOISOTEETRESPOMSIBILITY OF THE BUILDINGIOESIGNERSFPEp TI115 ANSI/TPI 1.1995 SECT 10(1 2. �p -/- CIVIL P '9h CALIF D U R .FAC , 1.25 FROM MD SPACING 24.0" LO 0 cc N 0 z a - C) a w w z 0 a T F, (roarm0115-walker/ marmore ave. - B1 7' MONO GIRD TOP CHORD 2x6 DF -L #2 BOT CHORD 2x6 DF -L #2 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- (H1) BC - From 1045 PLF at 0.00 to 1045 PLF at 7.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (H1) CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM CHORD. SIMPSON—HU526.)SEE SIMPSON CATALOG C-2001. W1.5X4 III W4X4(A1) W5X4 R=4006 W=5.5" R=3673 W=5.5" 4-0-6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. -2'C(mD1 ete Tru se_s_Requi_re_d� NAILING SCHEDULE: (0.131x3.0_g_na11s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 2 ROWS @ 6" o.c. (EACH ROW) WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING.' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. T B 1 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 - F -c� 375" Ft. Longfellow Lumber 89 Loren Avenue, Chico CA 95928 "WARNINGSTITUTE " TRUSSES REQUIRE EXTREME CARE 111 FABRICATION. HANDLING. SHIPPING, INSTALLING ACID BRACING, REFER TO HIS -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �D W y TC LL 16.0 PSF EF R 81722 PEIFORN'NG TIE SE 11 OFUIICTIOflSORUNlESSTOTHERNISEDINDI SOICATED, TOPICHOROFSNAII!iAFHAVEPRA PROPERLY ATTAINED 10ES PRIOR TO�O C" T C D L 10 0 PSF A- 08/16/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. . ..["PORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7 PSF DR:4 CAUSR427 01228043 PRODUCTS, file. SHALL NOT BE RESPONSIBLE FOR Ally DEVIATION FROM THIS DESIGN; Ally FAILURE TO (• B O .0 ALPINE BUILD THE TRUSSES ill CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACIIIG OF TRUSSES. TIIIS BESIGII CONFORMS WITH APPLICABLE PROVISIONS U, BC LL 0.0 PSF `CA -ENG LUT/GWH OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TIIE AMER[C All FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE Aug 16 2001 MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS DOTED. APPLY CONIIECTORS TO EACH 'k TOT. LD . 33.0 PSF SEON - 33705 Alpine Engineered Products, Inc. SBC!Omento, CA 95829 FACE OF TRUSS, ANO UNLESS OTHERM(SE LOCATED 011 THIS DESIGN, POSITION CONVECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS ORAMIUG INDICATES ACCEPTANCE OF PROFESSMIAL ENGIHEERIIIG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB141TY AND USE OF TUIS CNSiOTPOTIFORO95USECT1011PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER2.. PER �(� /� elva- P Vjfi OF CALIFO¢ OUR . FAC . 1 .25 FROM M D SPACING 24. 0 " tmdrmulib-walker/ marmore ave. - C1 58' HIP GIRD TOP CHORD 2x6 DF -L #2 :T2, T3 2x6 DF -L #1: 80T CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard :147, W11 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL #1 HIP LOADING PER TRUSS MANUFACTURER ------------------------------------------------ (H1) BC - 3673 LB Conc. Load at 15.50 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. IN LIEU OF STRUCTURAL PANELS, USE PURLINS TO BRACE ALL FLAT TOP CHORDS AT 24.00" OC. (H1) RESOMMENVE`D CONNECTION FOR TRUSSES FRAMING FROM THE BOTTOM CHORD. SIMPSON HGUS��2�6-221 SEE SIMPSON CATALOG C-2001. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY IHUSS MhH. —2—Comp_1 e t e T r u s ses R q r�e d�'"�`I NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c.• BOT CHORD: 1 ROW @ 12" O.C. WEBS : 1 ROW @ 4" o.c. USE EQUAL -SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. �(A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. - IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 48.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W8X8- -W5X8= W5X8= ' W3X8 W4X4 = W3X10 = W3X6 = W4X4 T2 4J1.5X4 113 W5X8= , - 6 — 1111 6 6 ' 6 +. W4X12 9. 0-0 144X4 R / =W5X8 (R),_III W7X8 = W7X8 W4-X6(Al) = W5X6 = _ W4 W1.5X4 W6X8 = . .1 . W7X6 (R) 111 13673#.0 X6 (1A1) ._ - IY/ T 2-0-(P-0-0 E t 15-4-4 J 2 0 0 .� ci 7-0-0 44-0-0 7-0-0 17-6-0o_ 10-8-8 0_ 25-9-8 j 58-0-0 Over 3 Supports R=1202 W=5.5' R-6428 W=3.5" - R=1196 W=5.5" Note: All Plates Are W3X4 Except As Shown. 41� PLT TYP. Wave TPI -95 R' Design Criteria: TPI STD CA - 1 - - - F Scale ,1Awl(. . Longfellowl,umber 89 Loren ""WARNING`+ TRUSSES REQUIRE EXTREME CARE IN FABRICATIDII, HANDLING. SHIPPING, INSTALLIIIG AND BRAC [fI G. pE FER TO TC LL 16.0 PSF REF R4 -= 7 Avenue, Chico CA 95928 HIB•91 (HANDLTIIG INSTALLIIIG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OIIOFRIO Ofl.. SU 200, MADISON. NI 53719), FOR SAFETY PRACTICES P0.10R.T0�O PERFORMING THESE FUNCTIONS. UNLESS OTIIERUISE `p W �@ ti� '�Ty T C D L 1 0.0 PSF �*° DATE / D 1" IIIOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL G q_ `� PAIIELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'" FUROISH A COPY OF THIS DESIGN TO THE INSTALLATIO11 CONTRACTOR. ALPINE ENGINEERED • PRODUCTS, INC. SHALL NOT BE RE SPOt15 I BLE FOR ANY DEVIATION FRDN B C D L 7 . 0 PSF D R W CAUS", 0t 8044 TIIIS OESIGN: ANY FAILURE TO BUILD TME Tp USSES N AL P.I N E. ' - IN COUHITH TPI; OR FABRICATItIG. HANDLJIfG. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DES IGH R , a BC LL 0.0 PSF CA. ENG LUT/6 '.H _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GRAD GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 6 ZO O1 } Augg * TOT. LD.; 33-.0 PSF w'' SEQN - 33708' - EACH FACE OF TRUSS, AIID UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COIIIIECTORS PER OUR : FAC . 1.25 FROM MO DRAWIIIGS 160 A-2. THE SEAL ON THIS DRAWING IUOfCATES ACCEPTANCE OF PROFESSIGIIAL ENGIIIEERIUG R ESPOtISIBILi ASy. CIVIL Alpine Engineered Products, Inc. TY SOLELY FOR THE TRUSS COMPOIIENT DESIGN SHOWII, THE SUITABILITY AIID USE OF THIS �P y� SPACING 24.0" SBCramento, CA 95828 COMPOtIE11T FOR A"V PARTICULAR BUILD ItIG IS TNF RESPONS[B ILIT Y OF THE BUILDil16 Df SIGNER, PER AlIS1JTP1 1.1995 SECTION Z. OF CALIF (marmo115-walker/ marmore ave. C2 58' HIP 9' SB ) o TOP CHORD 2x6 DF -L #2 1� ' BOT CHORD 2x4 DF -L #1 00 C\I WEBS 2x4 DF -L Standard 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL' PANELS. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS.MFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 48.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR.. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES: SEE "WARNING" NOTE BELOW. W1.5X4 III W5X8 W5X8= W2. 5X4 0 W4X4 as W3X10 a W012 = W1 .5X4 III W5X6 = W4X4 W1.5X4 6 9-0-0 W17-5X44i . "�"' — W1.5X4 III W8X14 _ W4X6 = W3X8 = V W4X6(A2) = W3X10 = W7X6(R) % :W7X6(R) 111 W4X6(A2) 2-0-(2-0-0_ JD 15-4-4 2° C- 9-0-0 40-0-0 9-0-0 17-6-0 0. 10-8-8 0_ 25-9-8 Cc 8--0 0 0 -Ver -3 Support. R=219 W=5.5" R=2579 W=3.5" � al e.. R=1238 W=5.5" .G Note: All Plates Are W3X4 Except As Shown. I e --j PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 - - F c 125" Ft. Longfellow Lumber 89 Loren Avenue, Chino CA 95928 " "WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AIID BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IIISTITUTE, 503 O'ONOFRIO DR., SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR To PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD- SIIALL HAVE PROPERLY ATTACIIEDTC STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. LD �/ Q„O y "'CCC TC LL DL 16.0 10.0 PSF PSF FSR --81724 T 8/16/01 " "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IHC. SNAIL O0T BE RE5P0NSIBLE FOq ANY DEVIATION FROM THIS OESIGN; ANY FAILURE -TO 8C DL 7 .0 PSF D,$ 27 01228008 ALPINE BU IID THE TRUSSES 111 CONFOflMANCE WITH TPI: OR FABRICATING, IIAHDIING. SIIIPNONG, 1115TALlIIIG AIID BRACING OF TRUSSES. THIS DESTGII CONFORMS WITH APPLICABLE PR OVIS1011S OF NOS (HAN IONAL DESIGN 8 C L L D. D P S F art' G-�L V T/ G W H AI ine En p g %,O,d Products, Ins-' seeramento,cw9s8z8 SPECIFICATION PUBLISHED BY TIIE AMERICAN FOREST AIID PAPER ASSOCIATION) AND TP 1. ALPINE CONNECTORS ARE MADE OF 2oGA ASTH A653 GR60 GALV. STEEL, EXCEPT AS NOTED• APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWIIIGS 160 A -I. THE SEAL ON THIS ORAMIt1G INDICATES ACCEPTANCE OF PROFESS.100AL ENGINEERIIIG R E SpOtIS IBI LITY SOLELY FOR TUE TRUSS COHPON E11T INDICATES Gil SHOWN. THE SU TA ILI TY AND USE OF TN IS COMPOIIE IIT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECT IQN 2. A u 9 16 2001 } * dy- CIVIL �Q' 9� U�- �pgtlF TOT . L D . 3 3 . 0 PSF 1' $ L} , - 33711 OUR .FAC. 1.25 _ FRO ° MD ' SPACING 24.0' (marm0115-walker/ marmore ave. - C2A•58' HIP 11' SB TOP CHORD 2x6 DF -L #2 M BOT CHORD 2x4 DF -L #1 :85, B6 2x6 DF -L #2: o WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER BC - 1655 LB Conc. Load at 53.00 CD a a IN LIEU OF STRUCTURAL PANELS, USE PURLINS TO BRACE ALL FLAT TOP CHORDS rW AT 24.00" OC. C7 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 48.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES, SEE "WARNING" NOTE BELOW. 10 PSF BC LIVE LOAD PER UBC. 4!4X4= 415X6= W5X8= 415X8= W3X6� W2 -5X42 W3X10= W1 5X4 III 414X4= W3X4- 413X4= W3X8 6 L 141:514 W4X6(A2) W3X10 — W/Xb (R) III W7X6 (R) % ., �„ A,.7 W4X4 = vIJAIU = W7X6(R) Ill 0X4= W5X8(A1) MR - z -o -o z o d•o o_ 15-4-4 J � ,3_ 11-0-0 36-0-0 11-0-0 17-6-0 0_ 10-8-8 -o- d 25-9-8 5-8-- 0-0`-0 ve7r-3—S u p p or ts' -- R=165 W=5.5" R-2918 W=3-75-" z R=2658 4J=5.5 36 PLT TYP. Wave TPI -95 Design Criteria: TPI STD UBC 19.5a CA - 1 F Sca,ea25" Ft. Longfellow Lumber —WARNING— TRUSSES REQUIRE EXTREME CARE 111 FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 16.0 PSF R4 - -84258 89 Loren Avenue. Chico CA 95928 BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Q�Q 11,STITUTE, 583 D'OHOFR IO DR., SUITE 200, HAD150I1, NI 53719). FQR SAFETY PRACTICES PRIOR TO ` 1y0/24/01 A PROPERLY DATTAC ATTACHED RIGIDTOP CACERIHG.L HAVEPR OPERLY ATTACHED 0 ^• �/� �.j= T C D L 10.0 P 5 F b A T 'a ST 11 RM "RUC TUR AI THESE FUB CTI 11 . ORD ESHALL H HAVE SE 1101 `•IMPORTANT•' FURNISH A COPY OF TMS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED d:V_ BC DL 7.0 PSF J .rt.• SR _ 7 01297004 PRODUCTS, INC. SHALL UOT OE RESPONSIBLE FDR TODEYIAT ION FROM THIS DESIGN: AIIY FAILURE TO BUILD THF TRUSSES IN COGFORMAIICE NITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND B C L L 0.0 PSF C A - E�V;f 'Cir T / C W C 7ALPINE BRACIIIG OF TRUSSES, TIIIS OESIGH CONFORMS WITH APPLICABLE PROYISIDNS OF 7 1 (NATIONAL DESIGN 634;3 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND iP[. ALPINE CONRECTORS ARE MADE OF 2OOA ASTM A653 GR4o GALY. STEEL. EXCEPT AS NOTED. APPLY CDIINECTORS TO * T 0 T . L D. 3 3.0 PSF S 66729 EACH FACE OF TRUSS, AND UNLESS DTHERNI SE LOCATED ON THIS DESIGN. POSITIOII C01111ECTORS PER DRAWINGS 160 A•X. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ERGINE ER ToD U R .FAC.. 1 . 2 5 FRO NI .'KD Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. 1HE SUITABILITY AND USE OF THIS "MVV Or C Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 14 SPACING 24. 0 ANSI/TPI 1-1995 SECTION 2. imar mi r -walker/ marmore ave. - C3 58' HIP 13' SB TOP CHORD 2x6 Oh -L. ?z BOT CHORD 2x4 DF -L #1 :B6 2x6 DF -L #2: WEBS 2x4 DF -L Standard :Rt' Wedge 2x6 DF -L #2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- BC - 1655 LB Conc. Load at 53.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T— nue DGCDAocn con1A rnMOMTFR TNPIIT EI nAnc R nTMENSIONSI SUBMITTED BY TRUSS PIFR IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC C 48.00" OC WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF STRUCTURAL PANELS, USE PURLINS TO .BRACE ALL FLAT TOP CHORDS AT 24.00" OC. L3 W1.5X4 III W1.5X4 III 143 X W5X8- W4X12= 143X4= 143X4= W3X6�� W5X8 = W5X8 = 144X4 (R) W3X8 11 6 W3X8,-- 6- 3X8s6 .(A) 6 W1.5X4 III 6 W1 5X4 I45X8 - 1} W6X12 W8X14 zi W04 W4X6 (A2) = 141.5X4 III - - W5X8 ; W7X6 (R) /0 �T I 0-11-6 9-0-0 x 86 W5X6- lJJ W4X4 - WBX8(B2) W3X4- W3X8 W3X8 III 2-0-ot-0-0 15-4-4 32-0-0 12-2-0 13-0170 17-6-0 D_ 10 8 8 i-0- 24 11 8 57-2-0 Over 3 Supports R-169 W=5.5" R=2852 W=3.5" • R=2543 41=5.5" D C iteriA TPI STD UBC 19 CA 1 - F da',l.e. .125" Ft. PLT TYP. Wave TPI -95 Longfellow Lumber 89 Loren Avenue, Chico CA 95929 89 I7 T Al C ALPINE A L.. f 1 N 1_ Alpine Engineered Products, Inc. Sacramento, CA 95828 R esTgn r ..WARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO IIIB 91 (IIANDIING INSTALLIIIG ANO BRACING)• PUBIISMEO BY TPI (TRUSS PLATE INSifTUTE, SB3 D'ONOFR IO DR .. SUITE 200, MADISON. NI 57119). FOP SAFETY PRACTICES PRIOR TO PER FOflNl11G TIIESE FUNC71o11S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED.RIGIO CEILING. ,.IMPORTANT" FURNISH A COPY OF THIS DESIGN TD THE 111STALLATIOII CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE TO BUILD THE THOSSES IH CONFORNABCE 141TH TPI; OR FAR ICAT[ItG, MANOLIJIG, SNIPP111G, INSTALLIIIG ANO BRACING OF TRUSSES. THIS DESIGN Con ORWITH APPLICABLE PROVISIONS OF NDS (RAT HAL DESIGII SPEC IF IC AT 101! PUBLISHED BY INE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPP. AIPINE C01111E CTORS ARE MADE OF 20GA ASTM A653 GRAD QALY. STEEL. EYCEPT AS NOT 0. APPLY CONIIECTORS TO EACH FACE OF TRUSS• AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. PDSI710l1 CONNECTORS PER ORA TUG 160 A.L. THE SEAL. ON THIS DRAWING IIIDICATES ACCEPTANCE OF PROFESSIORAI ENGfIIEFRl116, RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS CAOMPONEUT1f099ANSECTIOIICULAR BUILDING IS THE RE SPO 1151 BILITY OF TIIE BUILDING DEStGIlER. PER eaFESSio, Qp �{ / ��'J/� ?� 4 � X=n W 4 oC .* s /L��'.V Vr CA�`� 4 TC LL 16.0 PSF TC DL 10.0 PSF B C D L 7 . 0 P S F B C L L 0 . 0 . PSF TOT. L D . 3 3.0 PSF _ uR 7- r "� 10 (� D:S1i8 2 7 � G-qL V T / S 2695 BUR. FAC . 1 .25 ,�FJtO: KD SPACING 24.0"2. 84249 24/01 1297034 CWC L In in 0 0 M O z tfuarmulla-walker/ marmore ave. - C4 58' COFFER HIP TOP CHORD 2x6 DF -L #2 BOT CHORD 2x6 OF -L #2 WEBS 2x4 DF -L Standard :W11, W16, W18 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE.LOAD PER UBC. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. - W� w -/.5x4 III 413X6 W3X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS g UIMLNSIUNS) bUUN111tU of IRuaa mm. CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. (-A)—CONTI-NUOUS—LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W5X6 = W3X10 = W04 = W 4 X 6 144X4 0 �6 X8 ,N, T 2-0-2 9-0-0 148X14 = 1 W1.5X4 III 4I4X4(R) III 2-0-N--0-0 ? A. x I_ 15-0-0 _I_ 28-0-0 _1_ 12-0-8 35-3-0 T 15-3-8 T 4-6-0 55-0-8 Over 2 Supports R=2003 W=5.5" R=1733 W=5.5" C4 M PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA i - - F Scale _25'T', . Longfellow Lumber "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AID TC LL 16.0 PSF REF R4 8X1 26 89 Laren Avenue, Chico CA 95928 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AIID BRACING). PUBLISHED BY TPI (TRUSS PLATE �p w INSTITUTE, 5B3 D'ONOFR[0 OR., SUITE 200. MADISON. NI 53119), FOR SAFETY PRACTICES PRIOR TO �0 /m / T ��- PERFORMIN6 TIIESF FUNCTIONS. UNLESS DTIIERNISE IIIDICATED. TOp C110RO.SM LL HAVE PROPERLY ATTACHED y meq- T C D L 1 0 . 0 P S F DATE o-8 IFf�' ' SIRUCTUN AL PANEIS, BOTTOM CHORD SMALL HAYS A PROPERLY ATTAC TIED RIGID CEILING. 'C y —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF D R14 CAUSPFq 80. PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO aq BUILD IN TRUSSES IN CONFORNAIICI WITH TPI; OR FABRICATING, HANDlIOG, SHIPPIfIG, INSTALLING AND B B C L L 0.0 P S F C A -ENG / ALPINE BRAC]IIG OF TRUSSES. THIS DE5IGII CONFORMS II IT" APPLICABLE P0.0Y15'0r15 OF NOS (IIATIONAL DESIGN ENp. 0 SPECIFICATION PUBLISHED BY THE AHENICAII FOREST AND PAPER ASSOCIAT1011J AND TPI. ALPINE Aug6 2001 TOT.LD. 33.0 PSF SEAN - 33 CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO .* 9 EACH FACE OF IN USS. AND UNLESS OTIIER WISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER' _ RESPOIISI BILITY SOLELYIHE FOR SEAL ON THE TRU SSICOHPOtNING lE NT DE SI GNIES SNONNCEPTANCE OF THE SUITABILITYONAL ANO USEIOFERING THIS CIVIL P OUR . FAC . 1 . 2 5 FROM MD.160 IIGS . : ,! Alpine acram to, Products, Inc. 9� �� $DCIAmerlla, CA 95928 COMPONENT FOR AIIY PAATICUI AR BUILDING IS THE RESPONSIBILITY OF TIIE BU ILD IIIG DES]GNER. PER �F CAUF� SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. (marm0115-walker/ marmore ave. - C5 58' COFFER HIP I� rDEFLECTION ORD 2x6 DF -L $2 :T4, T5 2x4 DF -L #1: o ORD 2x6 DFL #2 MEBS 2x4 DF -L Standard :W14, W22 2x4 DF -L #1: 0 0 DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BC LIVE LOAD PER UBC. o BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL a PANELS. W u; z (*) LATERALLY BRACE TC BELOW FILLER AT 24" OC. 0 a T ,--1 CD Cm Op CD W2.5X4 W3X4 = W3X8 T4 W 5 X 6 W3X4 6. W06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. CONTINUOUSLATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W3X10 = 144X4 = W2.5X4 144X6 = W5X6 = T5 143X6 6 W3X4-- W5X12 = , 145X6 c5 W14 T 2-10-0 W2219 3-0-6 W3X8 W22 146X6 = W3X8 - 145X6 = 143X10 = W4X6(A1) 145X12 W4X4(R) III 142X4 III W3X4= ` 2 -o -w_ -o -o 17-0-0 26-5-8 35-3-0 15-3-8 9-6-82 s e I � 530=0=0 v e —r2–Sup o r R=1936 ll=5.5" R=1666 4l=5.5" � 7�► Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. 41ave TPI -95 R Design Criteria: TPI STD CA 1 - F Sca=-" Ft. Longfellow Lumber "NARKING" TRUSSES REQUIRE EXTREME CARE IN FABR fCATI OB, HANDLING. SNIPPING. INSTALLING AND 69 Lo ren Avenue, Chico CA 95928 BRACING. REFER TO HIS -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE�p W Al TC LL 16.0 PSF REF 4 683 INSTITUTE. 583 D'GHOFRIO DR., SUITE 200• MADISON. HI 57719)• FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTIIERUISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED y_ Ci T C D L 10.0 PSF DA01 STR UC7URAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.IMPORT'C •PRODUCTSANI IIC. SMALLSH HOTABEOPY OF THIS RESPONSIBLEDFORG]ZANY THETO INSTALLATION IATIONLFROMNTHISTDESIGN: ALPINE FAILUREENGINEERED B C D L 7.0 PSF DRI U 7 01228045 ALPINE BRA CIN 6H OF TRUAUSSS(S.H CON FTHISHDESIGNICONFORMS WITHAPPLICABLEPROVISIIONSSOFPIOSG(NATIDNALIDESIGNG D BD B C L L O.O PSF C A E G T/ G blH SPECIFICATION 1011 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE [01111ECTORS ARE MADE OF 20GA ASTH A657 GR40 GALY. STEEL, EXCEPT AS IIOTEO. APPLY CONNECTORS TO } AU 16 DDi * TOT. LD. 33.0 PSF SEAN -$;H3718 E ACN FACE Of TRUSS, A110 UIILESS Or SE LOCATED Oil TH 15 OE 51611, POS[TI011 CONNECTORS PER ORAWI NGS 160 A -I. THE SEAL O11 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPOIISIDIL1,Y SOLELY FOR THE TRUSS COMPONENT DESIGilSHOWN. THE SUITABILITY AND USE OF THIS CIVI1- �Q OUR. FAC. 1.25 FROM MD SBcmulcoto, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPO8S]BIL I TF THE 0UI LOING DESIGNER. PER Y O 9 ANSI/TPI 1.1995 SECTION 2. �OFCAUf SPACING 24.0" • (marmO115-walker/ marmore ave. - C6 58' COFF HIP ) TOP CHORD 2x6 DF -L #2 o BOT CHORD 2x6 DF -L #2 LD WEBS 2x4 DF -L Standard :147, W15, W17 2x4 DF -L #1: 0 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 0 a �a w w z 0 a T 143X6 W3X4 W5X6 io- 141 \o W3X4 = W5X6 =— W5X6(A1) 143X8 W3X8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A)—C6NTINUOUS'L'ATERAL BRACING EQUALLY_SPACED ON MEMBERt, IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. /// 143X4= W5X4(R) W3X4 -- C W5X6 \\(,A 6W3X4(A) W5X12 1-/ W5X6 W7 I 1 3-0-6 2 0 0 143X4= 4115 1< {A�-9-0-0 W6X6 = W3X8 = W1 .5X4 III Y 147X8 = W2X4III W4X4(R) III I 20-0-0 18-0-0 I 15-0-0 _I_ 35-3 0 'i 15 3-8 �2-5-8CG M 1. 1 53-0-0 Over 2 Supports, R=1865 4I=5.5" di' m z� Cn R=1737 W=5.5" PLT TYP, Wave TPI -95 R Design Criteria: TPI STD CA - 1 - F Sca Ft. N Longfellow Lumber 89 —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND Loren Avenue, Chico CA 95928 BRACING. REFER TO HIS -91 (HANDLING INSTALLING Allo BRACING). PUBLISHED BY TPI (TRUSS PLATE� INSTITUTE. 563 O'ONOFRIO DR., SUITE 200. MADISON, 0 L� W � TC LL 16.0 PSF REF 4 -_ - 86 LO ,-. 1 - HI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED y F TC OIL 10 PSF D AT `® 01 STRUCTURAL PARELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .0 / ,. ..IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL BC D L 7 0 PSF D R 41 CA S X8011 1-4 HOT BE RESPONSIBLE FOR ANY DEVIATION rfl OM THIS DESIGN; AIIY FAILURE TO . CD \ ALPINE BUILD THE TRUSSES 111 CONFORMANCE WITH TPI; OR FABRICA71N6, HAIIDLING. SHIPPING, IIISTALLIIIG AIID BRAC IIID OF TRUSSES. THIS 0ESIGII CONFOflMS WITH APPLICABLE PRDV 1510X5 BC LL Q. D PSF CA /hH Cp OF NDS (LLAT 1011AL DES TGII SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .-1 COLI IIEFACE ARE MADE OF 20GA ASTM GALE, STEEL, EXCEPT AS NOTED. APPLY OflS TO Aug 16 2001 TOT. LD. 33.0 PSF SEAN - 20 \ OA653THERWISE ORSCONNECT EAC 11 FACE OF TRUSS, AND UNLESS OTIIERH]SE LOCATED 011 THIS DESIGN. POSITION CONNECTORS PER SE L * * 1 00 CD Alpine Engineered Products, LlC. DRANI NGS 160 A -Z. THE SEAL 011 THIS DRAWING INDICATES ACCEPTA14CE OF PROFESSIONAL EIIGINEER I NG BESPOHSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY "/,9 CIVIL DNR. FAC. 1.25 FROM M ` SBLTamenlo,CA95828 Alto USE OF TMS [ OMP OttEIIT FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDIIiG DESIGNER, PEA �P T� ANS./TPI ]-1995 SECTION 2. `OFC�IF SPACING 24.0" - " I, • I (marm0115-wa1ker/ marinore ave. - C7 58' COFF HIP ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. In M TOP CHORD 2x6 DF -L #2 (A) CONTINUOUS_LATERAL_BRACING_EOUALLY SPACED ON MEMBER, C:) BOT CHORD 2x6 DF -L #2 o WEBS 2x4 DF -L Standard :W7, W15, W17 2x4 DF -L #1: IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC o � PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.OD TOTAL LOAD, WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. 10 PSF BC LIVE LOAD PER UBC, SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES.. SEE "WARNING" NOTE BELOW. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL o PANELS. a , .a o C� T T 143X8 W3X6 % W3X8 = W3X4 =— z z W3X4 143X4 s w V15X6 145X6 141.5X4 \�6 r- N2-0-0 6 V13X4� CA > 4 X12= H ti W7 5 7 a W3X4 = 2-7-6 9-0-0 143X4 = V13X8 W5X6 A1) = W5X6 - W6X6 = 145X12 = W1.5X4 III J3 ( r W3X8= 142X4 III W4X4(R) III C c 2-0-0 -� I- 20-0-0 18-0-0 15-10-0_ I Ir 35-3-0 'f 15-3-8co M 53-10-0 Over 2 Supports CD R-1893 41=5.5" M R=1764 14=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 F Sc 2 Ft. NLongfellow Lumber "WARNING— TRUSSES REQUIRE EXTREHE CARE IN FABRICATION, HANDLIIIG. SHEPPING, IIISTALL1fIG Ano TC LL 16.0 PSF REF R4 "S,b.685 89 Loren Avenue, Chico CA 95929 BRACING. REFER TO H1H -91 (HANDLING INSTALLIOG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE OX -0 W, h, 2 7 " III STITUTE. 583 O'OHOFRIO DR., SUITE 200, MADISON. HI 53719). FOR SAFETY PRACTICES PRIOR TO �` 2 T C D L 10.0 PSF DAT ! % / D 1 -q PER FORMIIIG THESE FUNCTIONS. UNLESS 0TH E RNI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. m ¢ —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIOU CONTRACTOR. ALPIIIE ENGINEERED ITL BC DL 7.0 PSF DRW CAUSRv1 01228006 +PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANT DEVIATf ON FROM THIS DESIGN; ANY FAILURE TO 5 DD p + ALPINE BUILD THE TRUSSES IG COIIFORHAIICE WI7H TPI: OR FABRICATING, MAHOLING, SIll PPING, INSrALL1NG ALIO A IAC LL D. D PSF CA ENG L 'T/GV1H \ BRAC IN6 OF TRUSSES. TIIIS DESIGN CONFORMS WITH APPLICABLE Pfl OYISIO'S OF LIDS (RATIONAL DESI GII CM SPECIFICATION PUB11511ED BY THE "HER ICA" FOREST All PAPER AS SOC IA T IOD) A110 TPI. ALPIIIE Aug6 2001 .--1 CONNECTORS ARE MADE OF 20GA ASTH A653 GR 40 GALV. STEEL, EXCEPT AS NOTED APPLY [O1111ECTORS TO i 9 TOT. LD. 33.0 PSF SEQN - 33722 \ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED Olf THIS DESIG14. POS1716N COHN E CTORS PER W DRAWINGS 160 A -Z. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIIGINEERIIIG CIVIL P D U R . FAC . 1.25 FROM MD CD Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIIT DESIGN SHOWN. THE SUITABILITY AND USE OF THISqTw SBCr91ne0(O, CA 95828 COMPOIIENT FOR ANY PARTICULAR BUILDIIIG IS THE RESPONSIBILITY OF THE BUILDIIIG DESIGIIER, PER -C OF CALIF ANSI/TPI 1.1995 SECTION 2. SPACING 24.0" In Ln 0 <r 0 0 9 T VIldrmu115-walker/ marmore ave. - CB 58' COFF HIP TOP CHORD 2x6 DF -L #2 BOT CHORD 2x6 OF -L #2 WEBS 2x4 DF -L Standard :W7, 1.115, W17 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. W5X6 W1 .5X4 \ 6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. '(A)—CONTINUOUS LATERAL BRACING–EOUAL'LY SPACED ON MEMBER. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE -TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. W5X4 W5X8 - W3X4 = W3X4 W3X8 W5X6(A1) W3X8 = W2X4 III W3X4 W5X6 6 1J5X4(R) /(A) W5X8 W 4 X 6 1415 1 7 6 iX4= _ YVYAIL �- 1 W1.5X4 III 142.5X4 III T 2-0-0 x I_ 20-0-0 I 18-0-0 I 17-10-0 I 35-3-0 'f 15-3-8 � 5-3-8 55=10-0'0ver 2 Supports R=1959 W=5.5"q �- R=1830 14=5. 5" k� J PLT TYP. High Strength,Wave TPI -95\R Design'Criteria: TPI STDCA 1 F S .m5 Ft. LongrellowLumber 89 Lorea Avenue, Chico CA 95928 —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, MANDLINO. SHIPPING, 111STALLING AND BRACING. REFER TO HIB -91 (HANDLING 1NSTAlLI11G 4110 BRACING), PUSLISHEO BY TPI (TRUSS PLATE 1115TITUTE. 563 D'OH0FR10 DR., SUITE 200, HADIS011, H1 53719), FOR SAFETY PRACTICES PRIOR TOO `p W y TC LL 16.0 PSF R 42 81684 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y .9 TC DL 10.0 PSF DA E ' / 16/01 STRUCTURAL PANELS, B0110H CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BC DL 7.0 PSF - c, RM2 01228005 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORHAt10E Cr N 0 ALPINE HITII TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRAC IFG OF TRUSSES. THIS DESIGN COIIFORMS WITH APPLICABLE PROVISIONS NDS ' BC LL 0.0 PSF CA -ENS /GWH OF (NATIONAL DESIGN SPECIE ICATIQN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONIIECTORS TO ■ Aug 16 2 00 1 TOT L D 33,0 PSF S O 3724 EACH FACE OF TRUSS, AIID UNLESS OTHERWISE LOCATED ON THIS DESIGII, pOSITI011 CDIIIIECTORS PER # .�. - - DUR.FAC. 1.25 FROM°, MD Alpine Engineered Products, Inc DRAWINGS 160 A.Z. THE SEAL 011 TIIIS DRAWING IHOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPOIIEIIT DESIGII SHOHII, THE SUITABILITY ANO USE OF TItIS LS�. L•(IVI� y� SPACING 24.0" SBcralnento,CA95828 COMPONENT FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING BES[GIIER, PER AIISI/TPI 1.1995 OF SECTION 2. , (marmo)15-walker/ marmore ave. C9 58' FT COMM ) In CD TOP CHORD 2x6 DF -L #2 BOT CHORD 2x6 DF -L #2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS-17ATERA17BRACING EQUALLY SPACED�ME�IBER .MH WEBS 2x4 DF -L Standard IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC ® 72.00" OC . o PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A•COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. 10 PSF BC LIVE LOAD PER UBC. - SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. BRACE TOP CHORD WITH PURLINS AT 24.00" "OC IN LIEU OF STRUCTURAL o PANELS. - a ' a z W3X8 1!5X8 = W3X4 = W 3 X 8 143X4 t , a W3X4� s W5X6 W5X6 ' Z W1.5X4 6 r (A, A) A) 1!1.5X4 i 6 • 'L.� t 9 0 0 - , W3X4 = W5X8 = W1.5X4 III' W3X4 - 05X8 = W5X6 = ' W5X6 (AI) W5X6 =- W5X6 (AI) W5X8 - W3X4 = 20-0-0 I 18 0-0 I 20-0-0 I ';-CG 00 58---0-0-Over-2-SUppo"- rts�y R=2018 41=5.5„ { tlj j R=2018 W=5.5". .coo i j G PLT TYP. Wave TPI -95 R Design Criteria: TPI STD. CA 1 - F Ci e 12511/Ft. N Longfellow Lumber 89 Loren Avenue, "'HARWING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO (IIB -91 TC LL 16.0 PSF R R,*,' 7 -81699 ', Chico CA 95928 (HANDLIIIG INSTALLING AND BRACING), PUBLISIIED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'OIIOFRIO Ofl.. SUITE 200, "ADI SOI,, NI 532191, F0fl SAFETY PRACTICES PRIOR TO �p W 0 r -I 'PERFORMING THESE FUNCTIONS. UNLESS OTHEONISE IIIDICATED, TOP CHORD SHALL (,AVE PROPERLY ATTACHED TC DL 10 . 0 PSF AT 8 / 1 6 / 0 1 ° STRUCTURAL PANELS, BOTTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C9 '--1 *'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, BC DL 7 . 0 PSF RIS AQA27 01228012 INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROH THIS.OESIGN; ANY FAILURE TO BUILD TME (t 0. B 5 ALPINE TRUSSES 111 CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, IIISTALLING ACID BRAC1f1G DF TRUSSES• THIS DESIGN CONFORMS HITN APPLICABLE PROVISIONS OF NDS (HINSTALL DES16N BC .LL 0,0 PSF A G L'UT/GIJH SPECIFIC AT I OtIPUBI,SHED BT TIIE AMERICAN FOREST AND PAPER ASSOCIAT 1011) AND TPI. ALPINE C011IIE CTO RS ARE MADE OF AGA ASTM A6S3 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * AU 16 2001 .�. TOT. LD. 33.0 PSF SES - 33726 - 00 EACHFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONVECTORS PER DRAW I,IGS 160 A•2, THE SEAL 011 TO ISDRAWING INDICATES ACCEPTANCE Of PROFESSIONAL EHMNEMOG CD Alpine EngineeredPloduc(s,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COHPONENT DESIGN SHOWN, THE SUITABILITY AND USE DF THIS ,A C'VIy S• 4TF DUR. FAC. 1.25 - FROM` MD SDCr91eco, CA 95828 COMPONEIIT FOR All PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEN ANSI/TPI 1-1995 SECTION 2. C �F CALIF SPACING 24.0" a= 0 .a .a w w z 0 w T TOP CHORD 2x6 DF -L #2 BOT CHORD 2x6 DF -L #2 :84 2x6 DF -L #1: WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- BC - 1655 LB Conc. Load at 53.00 IN LIEU OF STRUCTURAL PANELS, USE PURLINS TO BRACE ALL FLAT TOP CHORDS AT 24.00" OC. W3X8 W5X8 = THIS DWIS PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBPIITTED BY TRUSS MFR. (-A)—CONTINUOUS LATERAL BRACING EQUALLY SPACED ON–MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 48.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 10 PSF BC LIVE LOAD PER UBC. W 3 X 8 W3X4 Ccs k-9-0-0 84 143X8 III 145X6- W 8 W1.5X4 III IJ3X4= WSX���W X6= 413X8111 415X12 (B1) _ W5X8 = W5X12 (B1) Al, zoo 22f� 20-0-0 i 18-0-0 I 20-0-0 J -�5.8:0;-0,0v_e.r 2:Supflor-ts-1 R=2154 W=5.5" R=3537 W=5.5" n J Note: All Plates Are W4X4 Except As Shown.F t. I, r.,;, --i TDT fcTnY mAr 1Q Sa CA/ -/l/'/ -/-/F Steal— 5' 1'll IIr. vlavc Irl-�j LongfellowLumber 89 Loren Avenue, Chico CA 95928 Alpine EngineeredProducts, Inc. Sacmnlerlto, CA 95828 --- .­ _. .--. ._, .. _ -- --WARIIING•• IRUSSES'REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, IRSIALLIIIG AND BRACING. REFER TO 1110.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE It15T ITUTE. SBD D'OGOFNIO OR., SUITE 200, NAD150I1, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS DTIIEflW[SE IIIDICATED, TOp CMOAD SHALL HAVE PROPERLY ATTACHED UCTUfl AL PANE S, BOTTOH CHORD SIIALL HAVE A PROPERLY ATTACHED fl161D CEIL Ir16, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILUNE TO TIIE TRUSSES IN CONFORMANCE WTIN TPI: OR FABRICATING, HAHIL,11G,5101, P111G. INSTALLING AIID BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISI0115 OF IIOS (IIATIOMAL DE51GilSPECIFICATION PUBLISHED BY INE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE ARE MADE OF 20GA ASTM A653 6890GALV. STEEL, EY CEPT AS NOTED. APPLY COt111ECi0R5 TDEA[11 FACE OFTRU55. A1") UNLESS OTIIERWISE LOCATED Ofl TMS DE51GM, POSI1lOtl COIIHECTORS PER 160 A•1. THE SEAL Ott THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPDREtIT OESIGII SHONN. THE SUITABILITY AUD USE OF This COMPONENT FOR AMY PARTICULAR BUILOT RG IS THE RESP OIIS I01LITY OF THE BUILD1tIG OES[GNER, PER Afl S11TP1 1-1995 SECTION 2. o lo� f w� C 7. 0 4 S YT`�'- Ly tt~BUILD r *TOT.LD. ,•'�• C�DRAWINGS �M �r Y TC LL- 16.0 PSF , T C DL 10.0 P S F'Aq BC OL 7 .0 PSF j27 B C L L 0 . 0 PSF 3 3 . 0 P S F "74%- 84 0 2 4 0 1STR 01297005IMPORTANT— T / C W CALPINE 6 7 4 0COOtIECTOAS imarmoll5-walker/ marmore ave. - C9A 58' FT CARR a= 0 .a .a w w z 0 w T TOP CHORD 2x6 DF -L #2 BOT CHORD 2x6 DF -L #2 :84 2x6 DF -L #1: WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER ----------------------------------------- BC - 1655 LB Conc. Load at 53.00 IN LIEU OF STRUCTURAL PANELS, USE PURLINS TO BRACE ALL FLAT TOP CHORDS AT 24.00" OC. W3X8 W5X8 = THIS DWIS PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBPIITTED BY TRUSS MFR. (-A)—CONTINUOUS LATERAL BRACING EQUALLY SPACED ON–MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 48.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 10 PSF BC LIVE LOAD PER UBC. W 3 X 8 W3X4 Ccs k-9-0-0 84 143X8 III 145X6- W 8 W1.5X4 III IJ3X4= WSX���W X6= 413X8111 415X12 (B1) _ W5X8 = W5X12 (B1) Al, zoo 22f� 20-0-0 i 18-0-0 I 20-0-0 J -�5.8:0;-0,0v_e.r 2:Supflor-ts-1 R=2154 W=5.5" R=3537 W=5.5" n J Note: All Plates Are W4X4 Except As Shown.F t. I, r.,;, --i TDT fcTnY mAr 1Q Sa CA/ -/l/'/ -/-/F Steal— 5' 1'll IIr. vlavc Irl-�j LongfellowLumber 89 Loren Avenue, Chico CA 95928 Alpine EngineeredProducts, Inc. Sacmnlerlto, CA 95828 --- .­ _. .--. ._, .. _ -- --WARIIING•• IRUSSES'REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, IRSIALLIIIG AND BRACING. REFER TO 1110.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE It15T ITUTE. SBD D'OGOFNIO OR., SUITE 200, NAD150I1, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS DTIIEflW[SE IIIDICATED, TOp CMOAD SHALL HAVE PROPERLY ATTACHED UCTUfl AL PANE S, BOTTOH CHORD SIIALL HAVE A PROPERLY ATTACHED fl161D CEIL Ir16, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILUNE TO TIIE TRUSSES IN CONFORMANCE WTIN TPI: OR FABRICATING, HAHIL,11G,5101, P111G. INSTALLING AIID BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISI0115 OF IIOS (IIATIOMAL DE51GilSPECIFICATION PUBLISHED BY INE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE ARE MADE OF 20GA ASTM A653 6890GALV. STEEL, EY CEPT AS NOTED. APPLY COt111ECi0R5 TDEA[11 FACE OFTRU55. A1") UNLESS OTIIERWISE LOCATED Ofl TMS DE51GM, POSI1lOtl COIIHECTORS PER 160 A•1. THE SEAL Ott THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPDREtIT OESIGII SHONN. THE SUITABILITY AUD USE OF This COMPONENT FOR AMY PARTICULAR BUILOT RG IS THE RESP OIIS I01LITY OF THE BUILD1tIG OES[GNER, PER Afl S11TP1 1-1995 SECTION 2. o lo� f w� C 7. 0 4 S YT`�'- Ly tt~BUILD r *TOT.LD. ,•'�• C�DRAWINGS �M �r Y TC LL- 16.0 PSF , T C DL 10.0 P S F'Aq BC OL 7 .0 PSF j27 B C L L 0 . 0 PSF 3 3 . 0 P S F "74%- 84 0 2 4 0 1STR 01297005IMPORTANT— T / C W CALPINE 6 7 4 0COOtIECTOAS D U R . FAC.. 1 . 2 5 SPACING 2 4. 0 1__ 0 1 00 v) to m IT. m M O O .-1 (marm0115-walker/ marmore ave. C9 D DRAG ) TOP CHORD 2x6 DF -L SS :T1 2x6 DF -L #2: BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180-00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC, BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. ** THE MAXIMUM HORIZONTAL REACTION IS 6400# ** W4X6-� W5X8= W 3 X 4 W 5 X 6 W1.5X4�� 6 • r T1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS NFR- CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO.LIVE LOAD AND `0.06" DUE TO DEAD LOAD. (A)—CONTI-NUOUS`LATERAL BRACING EQUALLY SPACED ON MEMBER_ IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE, BELOW. TRUSS TRANSFERS 112.50 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. <<<DRAG TRUSS>>> W3X4= W4X6�� )'(A) N t A/ 4!3X4= W5X8= W1.5X4 IU W3X4= W5X8 W7X8(A2) = W6X6 = W6X8 W 3 X 4 ---, W5X6 W5X6= W3X4 W1.5X4 i 6 W7X8(A2) = 7- 0 0 2.0-0 2-0-0 `H 1 20-0-0 I 18-0-0 I 20-0-0 _1 58-0-0 Over 2 Supports R=3455 W=5.5" •Rh=6401/-6401 R=3455 4J=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD UBC 19.5a CA - 1 F S c a I e S." Ft- LoDgfeDOW Lumber "NARNING• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND Q,�fE$ TC LL 16 .0 PSF REF 7 -18 4,?'5 2 B9 Loren Avenue, Chico CA 95928 BtRISTiTUTE.REFER 5B7 DOONOFR IO OPII AIlSUITE 20DTAMAD]SOIIrIDN1AAC53119),PUF OflSSAFEBY PA ACTfCESY T11 UPR I0RSS AT0 ,Q t`Y��Q �� E �I PERFORHING THESE FUtICT1011S. UNLESS OTHEILlSE 11101CATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V �y TC DL 10.0 PSF DATE � '/ 301 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 7 .0 PSF DRIJ SR 2 oi2797Do3 --IMPORTANT'* FURIIISII A COPY OF THIS OESIGN TO THE IIISTALLATIOil CONTRACTOR. ALPINE EUGINEERED h 0 4 PR OOUCT 5. INC. SHALL t10T BE RESPONSIBLE FOR AIIY DEVIATI Oil FROM THIS DESIGN; ANY FAILURE TO W �j BUILD TUE IRUS$E5 IN CONFORMAHCE KITH TP1; OR FABRICATIIIG, HANOLING, SHIPPING, 1NSTALLIRG AND �L BC LL O.0 PSF CA- (,L`'tlTi�) C ALPINE BRACIIIG OF TRUSSES. THIS DESIGN [BNF OR MS NI TH APPLICABLE PST 0 PA ER AS ROV151DNS OF NDS CNATIDNAL DESIGN S, EC I ATCONNECTORS AREOil MADEUBLSOFD 20GATASTMM A653AGR40RGALY. STEEL, EXCEPTIASI OTED. T APDL YACONNECTONS TO * T 0 T . L D . 3 3 . 0 P S F S - i,3'b 5 1 EACH FACE OF TNOSS, AHD UOLESS OTHERV ISE LOCATED 011 THIS DESIGN, POSITION CONVECTORS PER '* DBARI IIGS 160 A•T. THE SEAL 011 THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CMb D U R . F A•C . 1.25 F R ,�Q pjpjneEngiYleeredPrOducts,Itic. RESPOtISiBILITY SOLELY FOR THE TRUSS COMPOUEIIT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS •:a SOCI'RIReIRto, CA 95828 COMPOIIE NT FOR AIIY PARTICULAR BUIL01116 IS THE RESPOIISIB IL iTY OF THE BUILD111G DES1GMEfl, PER Of C SPACING 24.0" AIISI/TPI 1.1995 SECTION 2. i•p� •,v.9 :fry � (Inarmuilb-walKe'r/ marmore ave. - CIO 58' FT COMN i TOP CHORD 2x6 DF -L #2 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. LIQYA i THIS DWG PREPARED FROM CUMPUItK INPUT (LUAUS 5 UII•It NSIUNb) SUOI1f11Cu UI rnwa rr n. �A)�"CONTI'N110U5�LATERAL BRACING EQUALLY SPACED ON MEMBER. � IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. BRACE TOP CHORD WITH PURLINS -AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. W 5 X 4 W5X8 = W3X4 = W5X4 IvJA4 = vlsAU = W1 .5X4 III 4!3X4 VIDAO = 1!5X6 (A1) = 4!3X8 = 4J5,X6 - W5X6= W5X8- - I W3X4= X4 III C \0 1-64 -9-0-0 T 2-0-0 2-0-0 20-0-0 I 18-0-0 I 18-0-8 I >W IE 56-0-8 Over 2 Supports R=1964 N=5.5" R=1943 W=5.5"�' „ z PLT TYP. Wave TPI -95 R Design Criteria: TPI STD . CA - 1 - F Sca =. 25" Ft. LonggFel10W Lumber "WARNING*` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 16.0 PSF 4 -81728 89 Loren Avenue, CMCD CA 95928 BRACING, REFFR TO I11B"91' (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE �0 W. R -F �,* ' INSTITUTE. 5B3 O'0110FR 10 DR., SO I TE 200, MADIS011, UI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS DTH HESE 11101CATf0, TOP CHORD SIIALL HAVE PROPERLY ATTACHED (Ll0 �� h 9' /� 'TC OL 10.0 PSF r 'TEW' /16/'01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'' FURIIISII A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 8C DL 7.0 PSF ap irc S DR -k) S 01228015 PRODUCTS, IIIC. SIIALL NOT BE RE PO SI BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4 A L P I N E BUILD TIIE TRUSSES III CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS UITII APPLICABLE PROY]SiDNS OF LIDS (NATIONAL DESIGN Eap.B30-2002 8C LL D. D PSF E N 6, L / G W H EST All AI TPAL CONVECTOR S SPECIFICATIAD ERMADEON SOFD20GABY TASTMHE 11A653ER AGR40R Aug 16 2001 TOT. LD. 33.0 PSF T -QN � 28 - - GALV STEEL, E X CEPTD-PAPE ASI NOTED.D YACONNECTORS TO EACH FACE OF Tfl USS, AND UIL ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER * * DUR-FAC. 1.25 FROM�"" , Alpine DRAWINGS 160 A -Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL CNGINEERING RESPOIISIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ll�. C1V1� P Engineered Products, lnc. Sacramento, CA oduct SUITABILITY AND USE OF THIS COMPOIIENT FOR AHY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Q� CFCAL1f ' ' �'� �" ANSI/TPI 11995 SECTION 2. SPACING 2 4 . 0 .:A �. 0 0 N' 0 Z 0 a w c7 z 0 .a T tluaruluflz)-walRer/ marmore ave. C11 58' STEP ) TOP CHORD 2x6•DF-L,#2 BOT CHORD 2x4 DF -L #1&Bet. :132, B3 2x4 DF -L #1: WEBS 2x4 DF -L Standard :W5, W6 2x4 DF -L #1: :Rt Splice Block 2x4 DF -L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C TRUSSES TO BE -SPACED AT 27.0" OC MAXIMUM. � - , . WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING.' NOTE BELOW. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IMUSS MIM. CALCULATED HORIZONTAL DEFLECTION IS 0.14" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD. (A) CONT,INU_OUS—LATERAL BRACING -,=EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC , DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF,BC°LIVE LOAD PER UBC. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. _ W6X12(R) p� .IV J..0A4 III " • W3X10=' 413X8 W6X12 = 0 1J3X4 �' • W5X6 A) 6 W1 5X4,\\\ 6 4. �'� 1 >95 B3-(�i-14 0:0 W5X•6IJ5X6(A2) ram , 5-0-0 tJ1.5X4 III I 4!4X4 (R) III Y ,9-0-0' ` 82 . W2.5X4 = W06 = >• WSX6 (A2) -_ W2X4 III W5X12 = 2-0-0- �> ~. ' 20-0-0 _ 18-0-0 10-0 0'_ • •26-0-0 '( 22-0-0i = 48-0-0 Over -2 Supports '� a CC - R=1902 W=5.5" , T •• ' R=1779 W=5.5" w. _PLT TYP.,Wave TPI -95 RDesign Criteria: TPI STD •FABRICATION, CA/ -/I/. -/-/-/F_ SCa7-'e 125" Ft. Longfellow Lumber 89LorenAvenue, ChicoCA95928 ""WARNING" TRUSSES REOUIRE EXTREME CARE. IN HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO III8•91 (HAIIDL111G INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 11157 ITUTE. �D W, R � �' TC LL 16 .0 PSF R ' F , - 81700 i c • � 583 D'ONOFR IO Dfl., SUITE t00, MAD]SON, W] 5]719), FOR SAFETY PRACTICES PRIOR TO' PERFORMING THESE FU 11 CT 10115. UNLESS OTHEAL IS1HDICATEO, TOP LHORD SHALL HAYE,PROPERLY ATTACHED �� �'Q� y .T C D L 1 0 . 0 PSF D A 1� 8/16/01 STRUCTURAL PANELS, BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE 'INSTALLATION CONTRACTOR. ALPINE ENGINEERED ` m RL BC DL 7 PSF I X27 01228013 • PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM TIAs DESIGN; Ally FAILURE TO 0 .0 AU p• P I N E BUILD THE TRUSSES IN COIIFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNB B00 5 _ C L L 0.0 PSF - , V T/ G W H C AS1f .AL ' SPECI FI CAT 1011 PUBLISHED aT TIIE AMEfl ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A 16 2001 * TOT.LD.. 33.0 PSF •' E• '° 33730 Alpine Engineered Products, LIG. EACH FACE OF TRUSS, AND UNLESS OTII E ANI SE LOCATED ON THIS DESIGN, POSITION CONVECTORS PER DRAWINGS 160 A -T. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSICOMPONEMTILIT TY AND USE THIS EBUILDIMGOISOTNETRESPOIIS]01LITY ISX CIVIL 9)�O D U R .FAC . 1 .25 F R. " M D 3 Sacramento, CA 95828 FORYANYLPARTICULARFOR OF THE BUILDING DESIGNER. PER A051/TPI 1-1995 SCCT[ON 2. C F C�F O SPACING ' 27. 0' (marm0215 walker/ marmore ave. - C11D 58' STEP DRAG ) THIS DWG PREPARED FROhIYCOh1PUTER INPUT (LOADS 8 DIMENSIONS) SUBh1iTTED BY TRUSS MFR. _CALCULATED HORIZONTAL DEFLECTION IS 0.33" DUE'TO LIVE LOAD AND 0.11" TOP CHORD 2x6 DF-L SS DUE TO DEAD LOAD. - Go ROTI CHORD 2x6 DF-L SS , C13 WEBS 2x4 DF-L Standard :W5 2x4 DF-L #1: :U6 2x6 DF-L #2: — (A-)=CONTI`NUOUS LATERAL BRACING, EQUALLY SPACED ON MEMBER. 19 :Rt Splice Block'2x4 DF-L Standard: PLATES DESIGNED FOR GREEN LUMBER PER NDS-97 TABLE 7.3.3. IN LIEU OF RIGID CEILING,USE PURLINS TO BRACE BC @ 48,00" OC • TRUSSES TO BE SPACED AT 27.0" OC MAXIMUM. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, ,. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. 10 PSF BC LIVE LOAD PER UBC.. a SPECIAL CARE-MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF'TRUSSES. SEE "WARNING" NOTE BELOW.IN LIEU OF STRUCTURAL PANELS, USE PURLINS TO BRACE ALL FLAT TOP CHORDS 0 AT 24,00" OC. - a TRUSS�TRANSFERS=129"20 PtF ALONG=TOP CHORD`TRROl1GHyTRU55 TO SUPPORT(S) WIHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ** THE MAXIMUM HORIZONTAL REACTION IS 6200# ** y ENGINEER OF RECORD. (<<DRAG TRUSS )>> R 146X12(R) 141.5X4 III .414X12 143X10 �+\ IJ3X4 W12X14 = w 6 4!5X6 z W1 .5X4 1k,6 f (A) W5 t14 0-0 (A'W7X6 = 145X8(Al)7a 5-0-0141.5X4 III 144X6= ` 9-0-0 . W2.5X4 - 145X6 = .. bl7X8(A2) = 142X4111 ` W8X12 = , Shearwall 4-0-0Ju 2-0-0�----1� ' 20-0-018-0-0 10-0-0 N r IF- 26-0-0 22-0-0 ` . M ' 1: 48-0-0 Over 2 Supports r R=3769 41=5.5" Rh= +/-443 PLF Over 14-0-0 Shearwall R=2999 11=5.5" •A� � t . c PLT TYP. Wave TPI.-95 Design Criteria: TPI STD UBC 19. 125' CA/-/I/-/- 1 - - F Sc l CV '•HARMING" TRUSSES REQUIRE EXTREME CARE 1N FABRICATIDII, IIAIIDLING, SH IPPIHG. INSTALLING AUD c T C L L 1 6 . 0 • PSF 'X ElC 7- - 8 4253 Lo BRACING. BRACING. REFER TO HIB•91 (HANOLIUG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Q�QFESJ�Qiy/, 3 89 Loren Avenue, Chico CA 95928 IHSTITUTE, SB3 D'O11 FRIO DR., SUITE 200, MADISON. WI $3719), FOR SAFETY PRACTICES PRIOR TO V '--1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �p� ��• T C D L 10 . 0 PSF D AT'� 1 0 /24/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIL111G. y �~ I 01 297023 "•IMPORTANT-" FURNISH A COPY OF THIS DESIGN TO THE INSTALL AT IBM CONTRACTOR. ALPINE ENG]NEERED 0C 4 B C D L 7 . 0 PSF D R-V4 Cg R4 2 7 O y PROOUC TS, IUC. SNAIL t10T BE RESPONSIBLE FOR AIIY DEVIATION FROM TH15 DESIGII: AIIY FAILURE TO 45 y BUILD THE TRUSSES IN COLI FORMAHCE N1TN TPI; OR FABRICATING, HANOLIWG, SIIIDPIUG, IIIS7Al 110G ACID B C L L D - D PSF C A 'L V T / C W C ALPINE BRACING OF TRUSSES. THIS DESIGN COnFORHS NITH APPLICABLE PRO 1510115 OF NDS INA7l ONAL DESI611 SPEC IF IC AT 1011 PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE * * TOT.LD L D . 33 . 0 PSF S - 36566, cliy - CONNECTORS ARE MADE OF 20GA ASTH A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO + EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION CONNECTORS PER 41 Cnn�. �. DRAWINGS 160 A-7. TIIE SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R : FAC..' 1-. 2 5 FV KD Alpine Engineered Products, no. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS C • Sacramento, CA 95828 COMPONENT FOR ANY PAr;TICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER wf Y SPACING 27 . 0 11 ANSI/TPI . 1 995 SE CTUO 2. - - - _ " I - •i , F10� 0 a .a w w z 0 a T 0 00 M CD M 1-4 In r -I r-( 0 000 Imarmuijb-walKer/ marmore ave. - C1Z 5U' rl COMN ) TOP CHORD 2x6 DF -L #2 BOT CHORD 2x6 DF -L Q2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. 115X4 % 115X8 =- Inlzi uwu rHcrnnni rnvrl 4m•IrulCn I11rot L—a U.,,�,.., .....I ��•••,•„-- -• •• (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. 141 .5 X 4 III W5X8 (R) /// W5X6 (A1) = 111 .5X4 III 1VJA0 W1 .5X4 III W6X8 _ WBX12 117X6 WM=— 112.5X4 III C'\a 1-10-6 % 9-0-0 T 2-0-0 2-0-0 20-0-0 18-0-0 17-4-0i 37-8-0—TOe 13-10-8 24 a fE 55-4-0 Over 2 Supports �y R=1940 41=5.5" R=1948 W=5.5" d3ii y Note: All Plates Are 113X4 Except As Shown. PLT.TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 - F Scal&-F'rL. 5" Ft. Longfellow Lumber "UARNING^ TRUSSES REQUIRE EXTREME CARE In FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 16.0 PSF RIF,Fi R?4�2 - 81742 89 Loren Avenue, Chico CA 95928 BRACT H6. REFER TD H1B-91 (HANDLING INSTALLIIIG AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE JUST TUTS, 503 D'OIIOFRIO OR „ SUITE 200, HAD SOIL. NI 53719), FOR SAFETY PRACTICES PRIOR TO Q�D W L- AP '7 TIC D L 10.0 PSF DATE �� '--/16/01 PERFORMING THESE FUUCTIOUS. UNLESS OTHERUISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED l� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIIIE ENGINEERED BC DL 7 . 0 PSF .�-(�� D USR4 -; 01228041 PR OOUC TS, INC. SIIALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TIIIS DESIGN: A II YFAILURE TO IX N 0 BUILD TNF TRUSSES 111 CONFORMANCE WITH TP1; OR FABRICATING, HANDLIIIG, SHIPPIRG, INSTALLIIIG AND - B C L L 0 0 PSF - Ef? T-/ G W H L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN N . 7A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AILD PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS VOTED. APPLY CONNECTORS TO �- Aug g 1 6 •LOO T * TOT. LD. 33.0 PSF SE N!-7fj 63659 EACH FACE OF TRU SS• ANO UNLESS OTIIERNI SE LOCATED 00 Till BE SIGN POSITIOil CONNECTORS PER DRAWINGS 160 A•l. THE SEAL OH THIS DRAWING INACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY THE TRUSS COMPONENTNII THIS li'. C,vly �P Qr� D U R .FAC . - 1 . 2 5 FROM .r' MD Alpine Engineered Products, Inc. RR E c1 SDcrDmento,CA958z8 COMPOIIENY FORANYPER BUILDINGIS THERESPONSIBILITY OF THE BUILDINGDESIGNER. P �FCA11F SPACING 24.0" ANSI/TPI 1.1995 SECTION 2. Ln In O M M O L T tl— 11w11D-wdIHEr/ marmore ave. - L1J btl' FI CUMN ) TOP CHORD 2x6 OF -L #2 BOT CHORD 2x6 DF -L #2 :85 2x8 OF -L #1: WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. WARNING: FURNISH A COPY OF'THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING- NOTE BELOW. NUI] Ur)b rl(trAHtU VKUPI LUMI'LlItM Inrul (LUnw a ULPIIJ43ID113) allUI'ILIPCU OI - (A)_CONTINUOUS LATERAL -BRACING EOU� AL� LY SPACED O.N MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC C 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. W1.5X4 III W 3 X 8 % W5X8 = W5X8 (R) /G C- \3 0-10-6 9-0-0 W5X6(A1) Yll.'A4 111 rL .�n� = Y11 .OA'+ IN HX12- W7X8(R) III W5X8= W6X8= W5X6(A1) 2-0-0 T 2-0-0 20-0-0 18-0-0 19-4-0 A*l 37-8-0 .8- 15-10-8 1 s f 57-4-0 Over 2 Supports R=1996 4J=5.5" R=1996 W=5.5"' Note: All Plates Are W3X4 Except As Shown.'� PLT TYP. Wave TPI -95\R Design Criteria: TPI STD. CA 1 - F "7 Slta''l6 .125" Ft. Longfellow Lumber 89 Loren Avenue, CWco CA 95928 "WARNI116— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO 11[11.91 (HANDLING IIISTALL114G AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ]ti STITUTE, S83 D'ONOFRIO OR., SUITE XD W. F 2 T C L L 16.0 P S F r�; REF', fR 27--81729 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TIIESE FUNCTIONS. UNLESS OTMERHISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •� y Ci ' T C OIL 10.0 P S F D A � - 08/16/01 STRUC7 UR AL PkNELS, BOTTD14 CHORD SHALL HAVE A POOP ERLY ATTACHED RIG(D CEILING. ••IMPORTANT" FUR Ills H A COPT OF TIIIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL 7.0 PSF A� DRO ?CAUSR427 01228020 INC. SHALL NOT BE RESPONSIBLE FOR A11Y DEVIATION FIT THIS OESIGN; ANY FAILURE TO BUILD TME TRUSSES IN CONFORMANCE WITH TPI: OR FABR ICATINIG. NANDLIIIG, SIIIPPI1: INS iALLING AIID Y _ ALPINE BRACIIIG OF TRUSSES. THIS DESIGN CONfORHS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Exp. 8.30-2002 B C LL 0.0 P S F C A E!A4 L V T/ G W H SPECIFICATION PUBLISHED BT THE ANERCCA1F FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE CONNEC70RS APE MAGE DF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY [OIIIIECTORS TO AIIg 1 6 2 0 0 1 * * TOT.LD. 33.0 PSF, 9' SSE'Q N - 63657 EACH FACE OF TRUSS, AND UNLES5 OTHERWISE LOCATED oilTHIS DES) GNI, POSITION CONVECTORS PER Alpine EngineeledProducts, DRAW RGS 160 A -I. THE SEAL ON TII15 ORAW114G INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGdj. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE.SUITABILITY AIID USE OF THIS CIVIL D U R .FAC . 1 . 2 5 ''FR OM MD Inc. Saeremenln, COMPONENTFORFOR09511SE PARTIICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER � CA 95828 ARSIJTPFCF CgL1F� SPACING 24.011 CD 9 � t (marm0115-walker/ marmore ave. - 04 58' FT COMN ) TOP CHORD 2x6 DF -L #2 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF STRUCTURAL PANELS, USE PURLINS TO BRACE ALL FLAT TOP CHORDS AT 24.00" OC. c THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. -(A)�C N INUOUS_LATERAL_BRACI_NG EQUALLY SPACED TON=PIEMBERp IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 48.00" OC WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. V15X8= W5X8-- W 3 X 6 W1.5X4 01 W5X6(**) 2-0-D f� 20-0- R-2018 W=5.5" 448X14 = W1.5X4 III 1 18-0-0 -8-0 58-0-0 Over 2 Supports Note: All Plates Are W3X4 Except As Shown. PLT TYP. High Strength.Wave TPI -95 Design Criteria: TPI STD Longfellow Lumber " WARN ING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO HIB•91 (HANDLING INSTALLING Alto BRACIIIG). PUBLISHED OY TPI (TRUSS PLATE INSTITUTE. 583 O'0110FR IO DR., SUITE 200, MADISON, HI 53119). FOR SAFETY PRACTICES PR10R TO PERFORHIGG 711E SE F0 C710tI5. UUlESS 0 HERNI SE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PA11 I.S, BOTTOM CNORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT" FOR III 811 ABC OPY OF THIS OESI GII TO TIIE IIISTALLAT1011 CONTRACTOR, ALPINE ENGINEERED PHODUCTS, INC. SHALL NOT E RESPOIISIBLE FOR ANY OE VIATIOU FR OR THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMAticE 1117H TPI; OR FABRICATING, HANOLIIIG, SHIPPING, INSTALI[NG AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF [IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CO1111 ECTORS TO EACH FACE OF TRUSS, All 1) UIN. ESS OTHERWISE LOCATED ON T1115 DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A,i. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Fugineered Products, Inc. IESPDNSIBIL I TV SOLELY FOR IHE TRUSS COMPONENT DE SI G 1 SHMR. THE SUITABILITY AND USE OF THIS Sacramento, CA 95928 COHPOIIEHT FOR AOY PAR'i ICUL AR BUILOIHG 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. W8X12 = W6X8= eu-u- e_ 16-6-E 9.5a 9-0-0 HS514 TC LL 16.0 W5X8(A1) TC DL 10.0 PSF J" 2-0-0 7.0 PSF A BC LL 0.0 PSF * R=2018 W=5.5" 33.0 PSF DUR.FAC. 1.25 CA - 1 - F leF 5 Ft R R42( -84260 DA+T 1:' /24/01— DRW�clNtA4-1a 01297027 CAS . V'Y'/CWC SEON , 6750 FROM AD � TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF A BC LL 0.0 PSF * TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" R R42( -84260 DA+T 1:' /24/01— DRW�clNtA4-1a 01297027 CAS . V'Y'/CWC SEON , 6750 FROM AD � (marmOT15-walker/ marmore ave. - C15 24'8 MONO HIP TOP CHORD 2x6 OF -L #2 :T3 2x4 DF -L #1: Ln BOT CHORD 2x4 OF -L #1 C) WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. " 10 PSF BC LIVE LOAD PER UBC. RIGHT END VERTICAL NOT EXPOSED TO WIND. 0 a w I 0-9-4 T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED O�MBER.3 IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC 0 72.00" OC DEFLECTION MEETS -L/240.00 LIVE AND L/180.00 TOTAL LOAD. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. W2 .5X4 % T3 W3X4 9-9-4 1 • -A%-9-0-0 W4X4(B2) = W3X8= W2X4III L<2 -0-0--J 19-0-4 I 5-2-0 I 24-2-4 Over 2 Supports— =� p'' r- R=909 W=5.5" R=792 bl=5.5" >'-H Desi n Criteria: TPI STD UBC 19.5a CA 1 F":. ,Sr�a PLI IY)'. Wave Irl -95 Longfellow Lumber. 89LoreYlAvenue,ChicoCA95928 ALPINE Inc.ORANI Alpine Engineered Products, In Sacramento, CA 95828 R 9 '•WAR III HG•* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H1B-9! (HANDLIIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ O'DNOfRID DR., SUITE 200, MA 11, NI 53719), FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 57RUCTUR AL PAIIEL S, BOT TON CHORD SHALL NAYS A PROPERLY ATTACHED -RIGID CE II IMG. ^IMPORTANT^ FUOIIISH A COPY OF -THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EHGIUEERED PRODUCTS, IIIc. SHALL NOT BE RESPONSIBLE FOR AIIY DEV IATIOH FROM THIS DESIGN; AIIY FAILURE TO BUILD TME TRUSSES IN CDNFD M NCE KITH TPI; OR FABflICAT1N6, HANDLING. HIPPING. iI15TALlItIG AND BRACING - OF TRUSSES. THIS DESIGN CONFORMS WITHAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SP EC I FIC ATI011 PUBLISHED BY THE AHER ICAII FOREST AIID PAPER ASSOCIATION) AND TPI• ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTIIERUISE LOCAT E0 ON THIS DESIGII, POSITION CoIIIIEC70RS PER N65 160 A'2. THE SEAL OH THIS ORAUING' 1 II DI CAT ES ACCE P TAIICE OF PROF ESSIOIIAL ENGIaEERIDG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGII SHOW II. THE SUITABILITY A 11 USE OF THIS COMPaHEHT FOR AHY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TWE BUILDING DESIGNER. PER ANSI IIPI 1.1195 SECT 1uN 2. CFE Q� _ 4:`� �! 4 �y r ze &*� * �rA CIYp. 3• A. {� CA�� TC LL 16.0 PSF Lam, TC DL 10.0 P�1 BC DL ] , 0 P BC LL 0.0 P TOT. L D . 33.0 PSF REF R427- -84 5 "T` 10 /24 'Y. RW %AUSR427 012 '-'� �L<?L= 1G LVT/ CW ! M E QhI - 6 6 7 6 5 D U R .FAC . 1 . 2 5 S PACING 2 4 . 0 " K D ff 250 /O1 97001 C (marm0115-walker/ marmore ave. - C16 22'8 MONO HIP TOP CHORD 2x6 DF -L #2 :T3 2x4 DF -L #1: co BOT CHORD 2x4 DF -L #1 CD WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE 'o a RIGHT END VERTI W u. 0 t T 1-9-4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (-A-)=CONTINUOl15'L'ATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. W2.5X4 g W2.5X4(R) III 1.11.5X4 III X2-0-0-�;;j R=775 W=5.5" I/ -U-4 0-2-4 Over 2 Supports W2X4 III I 3-2-0 _I • I R=661 1.1=5.5" 9-9-4 -T- 0-0 PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD UBC 19.5a CA 1 - - F SCS 3125" Ft. WARNING-- TRUSSES REQUIRE EXTRE14E CARE IN FABRICATION, HANOI.ING. SHIPPING. INSTALLING AND LDngfelloXvLumber "QQFES TC LL 16.0 PSF X12 - 84251 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO 1110-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED SAF BY TPI (TRUSS PLATE o{` F J IIISTITUTE. 583 O'0110FRIO DR.. SUITE 200, HADISO11. MI 57719), FOR SAFETY PRACTICES PRIOR TO ` PERFORMING THESE FUNCTIOUS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �(��, T C D L 1 0 . 0 P S F DATA ' 1. o/24/01 STRUCTURAL PAN EI S, 801'TO11 CHORD SMALL HAVE A PROPERLY AITACIIEO RIGID CEILING. p 01297002 •`IMPORTANT" FURBISH A COPY OF 7X19 DESIGN TO THE I)ISTALLA71011 CONTRACTOR. ALPINE EHGIIIEERED h 0 4 = B C D L 7 .0 PSF R1 " 27 PRODUCTS, IIIC. SHALL I10T 1E RESPONSIBLE FOR AIIY DEVI ATIDN FAON THIS DESIGtI: ANY fAILUflE TO y� - p • BUILD TIIE TRUSSES IN CONFORMAIICE WITH TPI: OR FABRICATING, HANDLING• SHIPPIIIG. INSTALLING A110 p( Ir B C L L 0 . 0 P S F C A T /Cbl C ALPINE BRACING OF TRUSSES. THIS DE SIGH CONFORMS WITH APPLICABLE PROVISIONS OF BOB (NATIONAL DESIGN h, SPECIFICATION PUBLISHED BY TIIE AMERICAN FOREST AND PAPEP ASSOCIATI011) AND TPI. ALP1tIE 3 Jr TOT. LD. 33:0 PSF - 66774 001111 EC l ORS ARE MADE OF 20GA ASTH A653 GRAD GAL V. STEEL. EXCEPT AS NOTED. APPLY CONVECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TIIIS OESIG11, POSITI011 CONIIECTORS PER DRAW[ IIGS 160 A•Z. THE SEAL ON TIIIS DRAWING INDIMES ACCEPTANCE OF PROFESSIONAL ENGINEEREIIG C � D U R .FAC . 1 . 25 F R KD Alpine Engineered Products, II1G. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TM15 � �A`� Sacramento, CA 95828 CoHPOIIEIIT FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 4 " SPACING 24.0" AIISI/TPI -1995 SECT 1011 2. (marm0115-walker/ marmore ave. - D1 38' HIP 6' SB TOP CHORD 2x6 DF -L #2 :T2, T3 2x6 DF -L #1: BOT CHORD 2x6 OF -L SS WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. ' BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 1W5X14 W3X8= IJ5X8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. k__(A) CONTINUOUS_LATERAL BRACING EQUALLY SPACED ON MEMBER IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0° OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. W3X6 = W3X8= WGx6= __ W3X10= W5X8 s -,k}9-0-0 2I� 0-U_I a 1_ 6-0-0 _I R=2630 W=5.5" W4X6(A1) _ — W5X8 = W5X8(A1) = W3X6 o W1.5X4 III 1_2-0-0 1�2-0-� c 6-0-0 I 26-0-0 38-0-0 Over 2 Supports — 00 CID R=2934 W=5.5" rn PLT TYP. High Strength.Wave TPI -95 R Design Criteria: TPI ST LV Longfellow Lumber —WARN NG TRUSSES REQUIRE EXTREME CARE III FABRICATION, HANDLING. SHIPPING, INSTALLING AIID 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO 1118.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE If) IIISTITUTE, 583 D'OIIOFR10 DR., SUITE 200, HAD IS011, HI 53719), FOR SAFETY PRACTICES PRIOR TO ,-I PERFORM IIIG IN SE FUN CTI OILS. UNLESS OTHERWISE iN01CATED, TDP CIIORD SHALL MAXE PROPERLY ATTACH STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R161D CEILING. "IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED —4 PRODUCTS, INC- SMALL 1101 BE RESP011 S IB LE FOR ANY 0EVTATION FROM THIS DESIGN; ANY FAILURE TO CD BUrLD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HAIIOLIIIG, SHIPPING, IIISTALLIN6 AND ALPINE BRACItIG OF TRUSSES. TII15 DESIGN COLIFORMS WITH APPLICABLE PROV IS, 005 OF N0S (II AT IONAL OESI Gil co11 SPECIFICATION PUBL I SIZED BY THE AMER IC AH FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE '-{ C014NECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACEOF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Go DRAWINGS 160 A-2, THE SEAL 011 IN 15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CD Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SOCranlenl0, CA 95828 COMPOIIENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGIIER, PER All S11TPI 1.1995 SECT1011 2. ss CA - 1 - - F SLAM e F , M 5" Ft. 0%- y FE Z TC LL TC DL 16.0 10.0 PSF PSF REF D An l=,7 1687 i `60 6/01 N 5 0 BC DL BC LL 7.0 0.0 PSF PSF DRW ChiZNG; cA sa4i7 I228DI6 VST G14H Aug 16. 2001 * TOT.LD. 33.0 PSF SEON Tn5 CIVILO P DUR.FAC. 1.25 FRO ;*t SCF SPACING 24.0" _s z 0 a a w w c7 z 0 a T (marmOL15-walker/ marmore ave. - D2 38' STUB COMN TOP CHORD 2X6 DF -L #2 BOT CHORD 2x4 DF -L #1 14EBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. RIGHT END VERTICAL NOT EXPOSED TO WIND. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR (5 .)-CONTI-NUOUS-LATERAL BRAC-LNG_EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X4= W2X4(Al) =- W 2 X 4 W2X4 L--2-0-0---L<2-0-0,J 5-9-8 Over 2 Supports R=1050 W=5.5" PLT TYP- Wave TPI -95 R Design Criteria: TPI STD Longfellow Lumber •• WAR "ING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND 89 Loren Avenue. Chico CA 95929 BRACING. REFER TO HIB.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 O'OIIOFRIO DR., SUITE 200, MAOISOR. NI 53719), FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. ED, TOP CH 0R0 SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. `IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AIlY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE iRUS SES 1N CON FORMAIICE WITH TPI; OR FABRICATING, HANDL I IIG. SHIPP IIIG, INSTALLING At10 / =z ALPINE BR A[IN6 OF TRUSSES. THIS DESIGN COIIF OR HS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN C SPECIFICATION PUBLISHED BY THE AHER ICAN FOREST AND PAP EA ASSOCIATIDN)'AIID TPI. ALPINE C01111ECTORS ARE MAGE OF 20GA ASTM A6S3 GR40 GALV. STEEL, EXCEPT AS II OT ED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AHD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COIINECTORS PER DRAM JIGS 160 A-2. THE SEAL ON THIS CRANING INDICATES ACCEPTAIICE OF PROFESSIONAL E161NEERING Alpine Engineered Producls, Inc. AE SP ONS I BIL ITY SOLELY FOR THE TRUSS COMPOREHT DESIGN SHOWN. THE SUITABILITY AND OSE OF TNIS SDCYBmrnto. CA 95828 COAPOUENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER At151 ITPi . 1995 SECT 1 011 2. W3X8 T I A -a- y�� * Aucf 16 2001 q�ALL : o� CAUFp� i X 4 W1.5X4 III 6-7-10 A 9-0-0 x f"w R=756 W=5.5"" CA/ -/I/-/ /-/Fes/'aa =.25" Ft. TC LL 16.0 PSF -AR`E R427--81688 TC DL 10.0 P A:Z—f 08/16/01 BC DL 7.0R'W CAUSR427 01228017 BC LL 0.0 PSF CA ENG LVT/GIJH TOT.LD. 33.0 PSFjf SEQN - 33777 DUR-FAC. 1.25 FROM MD SPACING 24.0" Z 0 a a w w z 0 a T 0 l� 00 CCz a N to r -I O \ CD Go 0 (marm0)15-walker/ marmore ave. - D3 38' STUB HIP TOP CHORD 2x6 DF -L #2 :T2 2x4 DF -L #1: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. RIGHT END VERTICAL NOT EXPOSED TO WIND. W 2 . 5 X 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTI.NUOUS LATERAL BRACING_EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. W2.5X4 W3X4� W2X4(A1) _ -- til W2X4 i W:iX8= lJ1.5X4 III W11 .5X4 III 0 3 6-7-10 9-0-0 T CZ L<2-0-0_-J-_-2-0-O.:J 14-0-0 I 10-0-0 11 9-8 f` 25-9-8 Over 2 Supports •„ R=1050 W=5.5" R=756 W=5.5"=" PLT TYP. Wave TPI 95 R Design Criteria: TPI STD CA I/-/- F� Scale =.25" Ft. Longfellow Lumber 89 Loren Awnue,CllicoCA95928 **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO 1110.91 (HANDLING IIISTALLIIIG ANO BRACLNG), PUUL[SHED BY TP[ (TRUSS PLATE OAU W, Fw TC LL 1 16-'61 5F F R427- 81689 IIISTITUTE. SB3 D'OHOFRIO DR., SUITE 200. MADI501t. NI 57719), FOR SAFETY PRACTICES PRIOR TO PERFO0.MING THESE FUtIC7TOBS. UIILESS OTHERWISE [tlDl[ATED, TOP CIIOBD SHAH HAVE PROPERLY ATTACHED I S,RUCTUR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (� _F�j �y TC DL 10.0 PS "SATE 08/16/01 " "tNPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIOII COIITRACTOR, ALPINE EIIGIIIEERED BC DL 7 D tP� DRW CAUSR427 01220016 PRODUCTS, INC, SHALL HOT BE RESP 011SToLE FOR AIIY DEYIATIOU FROM TNJS DESIGN; ANY FAIL BE TO 0 5 . ALPINE BU ILO THE TRUSSES IN CORFORHAIICE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING A110 BRASPECING OF TRUSSES, THIS DESIGN COtIF0RM5 HITN APPLICABLE PROVISIONS OF IIDS (tIAT[OHAL DFSIGil BC LL 0.0 P5 CA -ENG LVT/GWH CONNECTORSIF] AREPUBLMADESOFOZOGATASTMMA653AGR4011 RGALYA11 STEEL. EXCEPTD PAPER AS NOTED. TPI. APPLYALPINE CONNECTORS TO * All 16 2 O O 1 * TOT , L D . 33.0 PSF SEAN - 33781 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -t. THE SEAL OO THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CIV11, S' D U R FAC. 1.25 F ROM MD Alpine Engineered Products, Inc RESPONSIBILITY SOLELY FOR 7HE TRUSS COMPONEIIT DESIGN SIIONII. THE SUITABILITY ANO USE OF THIS 9 . Sacramento. CA 95828 At5[/TPIT1f0995NSECTPART DNCULAR BU ILD1fIG IS TME RESPONSIBILITY OF THE SO LO[!IG DESIGNER, PER ICIF -tF� SPACING 24.0" to In 0 \ N 0 hof T U z H w z U z w a a (marm0115-walker/ mar more ave. - 04 25'9-1/2 MONO HIP 6' SB ) TOP CHORD 2x4 DF -L #1 :TI 2x6 DF -L #2: 80T CHORD 2x4 DF -L #1 . WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W5X12 W3X6 = THIS DWG PREPARED F_ROM_COMP_U.TER_INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. f -(-A).—CONT-INUOUS 1CATERACBRACI-NG"EQUAL-L_Y_SPACED ON MEMBER. Iy IN LIEU OF RIGID CEILING USE PURLINS TO -BRACE BC @ 72.00" OC #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0"•OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC ►•WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER IJITH CRIPPLES AT 5-7-14 OC. 143XR= W4X4= bIAx10 Id RYA m W2X4(A1) = r75x4= �. = - - W2.5X4 = 1J3X10 W 4 X 4 1<2-0-0::1<2-0-0?J -0-0 I_ 19-9- 5-9-8 Over 2 Supports R=2034 W=5.5" R=1788 W=5.5" T 3-0-4' � 9-0-0 ... PLT TYP, High Strength.Wave TPI -95 R Design Criteria: TPI STD CA 1 - F W-—.25"/Ft. Ft. Longfellow Lumber 89 Loren Aveoue, Chico CA Alpine Engnent ed AE95828 sB=1Y�eoLo,cw9sa2g 95928 ,Inc. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANDL IIIG, SHIPPING. INSTALLING AND `BRACING. REFER TD H1B-91 (HANDLING INSTALLING AUD BRACING), PUBLISHED BY TPI (TRUSS PLATE ItSTI TOTE, 503 D'OIIGFRIO DR.. SUITE 200, MADISON. UI 53719), FOR SAFETY PRACTICES PR IOq TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIOII CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SII ALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO DUIIALPINE BRACIMGMOFTTRUSSES!II CONFORMANCE DESIGNITH TPI: OR COIIFORMS WITNAAPPIICABIE PROVISIONS SHIPPING. (IIATIOIALINSTALLING DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION [ONt1EC TORS PER BRA WIGS 160 A-E. THE SEAL OH THIS DRAW IIG IIID ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CDMPOHENTRESPONSIBIFORYANYLPARTICULARELY FOR EBUILDINGTRUSS OISOTHETRESPONSIBILITY OF TDESIGN SHOWN. IIE BUILDINGIDESIGTY NER, PUSE ER THIS ANSI/TPI 1 1999 SECTION 2. `o Q� OLUI%Vh n �'(! y �'� 5 Aug1 6 2 Q D 1 YE * ,p /� CIVIL _`�P 9j OF flj CALIF° TC TC BC BC TOT. LL DL - OL LL LD. 16.0 10 .0 7 .0 0.0 33.0 PS : PSF .It PSF " PSF. PSF 427 81701 fqE'.� 08/16/01 _ D,R,L ` SR427 01228019 -Ed�b(i' LVT/GIJH � .N - 33783 DUR .FAC - 1 . 25 FSM MD SPACING 24.0" LO 1!D CD N N CD w. ' 0 a a w w z 0 a T O .--( e -i N 00 M to 1-4 w 0 M M ,-I .--1 O \ r-( M O • (IBarm0115-wa1ker/ marmore ave. - D5 12'6 MONO GIRD TOP CHORO-2x6 OF -L #2 BOT CHORD 2x6 DF -L #2 WEBS 2x4 DF-L.Standard- PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 'R'E1:6P4(4Eid'Dn CONNECT�I-ONS-FOR:T.RUSSES FRAMING FROM THE BOTTOM CHORD AT 24" O.C.: SIMPSON—L-U2_4_�.SEE SIMPSON CATALOG C-2001. ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. GIRDER SUPPORTS: 7-0-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. RIGHT END VERTICAL NOT EXPOSED TO WIND. W1.5X4 III WL JAY I L---2-0-0-- 12-6-0 Over 2 Supports — R=1035 W=5.5" R=866 W=5.5" 6-9-6 9-0-0 U 5 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 F ,Sr, a=.375" Ft. Longgfellow Lumber 89LoreLLAVenue,ChicoCA95928 ALPINE Alpine Engineered Produces, Inc. Sacramento, CA Products, **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACIIIG. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IlIST1TUTE. SB3 D'ONOFgID DR,. SUITE 200, MADIS011, H] 53]19), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUIICT101IS. URLESS OTHERWISE INDICATED, TOP CHORD SIIALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IIIC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IR CON FORHANCE UITH TPI: OR FABIC AT I JIG, MANDL IMG, SHIPPIIIG, IIISTALLING AND BRACING OF TRUSSES. 71115 DESIGII CONFORMS WITH APPLICABLE PROVISIOIIS Of MDS (NATIONAL BESIGil CONNECTORSON ARE MADE OF 20GABLISHED .1 TASTHMA653AGR40RGAL V EST AIISTEELPAPERE ICEPTI AS OTEOIID TPI. APPLYALPIRE CONNECTORS TO EACH FACE OF TRUSS, AILD UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POSIT] CO NECTDRS PER DRAH]Has 160 A-1. THE SEAL ON TH7S DRAWING IHDICATES ACCEPTAIICE OF PROFESS[ORAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWtI. THE SUITABILITY AIla USE OF THIS COHPOMEN T FOR AIIY PARTICULAR OUILD111G IS THE RESP0ItS1BIBITY Of THE 0UILOIIIG 0CSTGNER. PER ANSI/TPI I-1995 SECTION 2, OLp W y(C FA• � �+y 5 * Aug 16 2001 * ASS. CML P �TFOF OALIF TC TC B C B C TOT LL DL D L L L -LD. 16.0 10. 7 0.0 33.0 D . 0 PSF PSCi PSF i6 P Sri" PSF F 427- 81702 = 08/ 16/01 �W USR427 01228046 F 9Jv E�1, L V T / G WH - QTY"- 33785 D U R .FAC . 1.25 OM MD SPACING 24.0" - In in 0 M 0 �_ T .4 0 co .—I 0 (marmuij!)-walker/ marmore ave. - E1 21'10 MONO STEP- HIP TOP CHORD 2x6 DF -L #2 :T2 2x4 DF -L #1: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. #1 HIP SUPPORTS 7-0-0 JACKS IJITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED, BRACE TOP CHORD WITH PURLIMS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUUM1IItU NT Ill -K. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00'LI'VE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. - W3X8 W2X4 III W3X4= TP W2.5X4 = W3X6= III 142.5X4 III L,2-0-0 10 6 7_ _I q 6-6-5 7-0-0 14-10-0 I 6-10-0 15-0-0 j 21=1°0 =O=Over-3—Sup p o rrt sf R=336 14=5.5" R=1970'14=575" R=1200 W=5.5" t. , 5-0-4 +9-0-0 7-6-0 C\ PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 - F III4.�,. =.25" Ft. LongfeUow Lumber 89 Loren Avenue, Chico CA 95928 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 01— tC2 TC LL 16.0 PSF R:[ 27--81731 IIISTITUT E, 503 O'ONOFRIO OR „ SUITE 200, MADISON, NI 53719), FDR SAFETY PRACTICES PRIOR TO C� DERFOpMltt6 THESE FUt1CT10H5. UtILESS DTIIEAHISE IIIOICATEO, 70P CNORO SIIALL HAVE PROPERLY ATTACIIEO TC DL 10.0 PS E 08/16/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -'IMPORTANT'* FUR 11TO A COPY Of THIS DESIGN TO THE INSTALLATION COIITRACTOfl. ALP TIIE EIIGIt1EEKED BC DL 7.0 PSF —44SR427 01228022 PRODUCTS, INC. SIIAII HOT BE BESPDIISIBLf FOR OEYIATION FROM TRIS DESIGN; ANY FAILURE TO N OO ALPINE BUILD III TRUSSES IN CONFORMANCE 171TH TPI; OR FAORICATING, 11A" ING, SHIPP1116. IIISTALLING AND BRACING OF TRUSSES. THIS DESIGN COIJFOR14S WITH APPLICABLE PROVIS10115 OF NDS (NATIONAL DESIGN B C L L 0.0 P S F E 1 L V T/ G W H BY TASTMHE MA653AGR40N rBGALESTV IFI. L HE EB ASSOCEXCEPT A11 ST EE L CONNECTORS( AREON MADESOF020GAAS NOTE D. APPL YACOIIIIEC70RS TO f' AU 1 6 2001 * TOT . L D. 3 3. 0 P S F N - 33699 Alpine Engineered Products, Inc Sacremenlo,CA9582B EACHFACE OF TRUSS, ACID UNLESS 11 THIWISE LOCATED 071 THIS DESIGN. POSITI00 EColl SSIIECTORS PER DRAW I IIGS 160 A.2. 7NE SEAL OB THIS OR ANIIIG IIIOICATES ACCEPTAIICE Of PROFESSI OtIAL ENGINEERING RESPONSI COMPOtE Ii IFORIT YANYL PARTICULAR THE BUILDINGCOMPONENT RESPONSIBILITY OF THE BUILDINGSUITABILITY DESIGNER.USE PER TIIIS ANSI/IPI 1.1995 SECTION 2. .A C'vI� `p q%.OF O Ce111F DUR.FAC. 1.25 ftOM MD SPACING 24.0" T 2-0-6 1 143 X 10 0 z rx w H E.� ir- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. f—(A) CONTINUOUS ATERAL'BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DUG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES.AT 5-7-14 OC. W3X8 W1.5X4 III W1.5X4 III L<2-0-0:lE 6 -10 - 0-----3,J L 9-0-0 I 12-10-0 fE 21-10-0 Over 2 Supports R=1428 W=5.5" pr—i Y`T R=667 i'1=5.5" �p � �•� PLT TYP. Wave TPI -95 R� Design Criteria: TPI STD - CA - 1 - - - F :cake .25" Ft. Longfellow Lumber "NARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AltD TC LL 16.0 PSf ''427--81690 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO MIB 91 (HANDLIIIG IIISTALLIIJG AND BRAC111G), PUBLISHED BY TPI (TRUSS PLATE 01-1) W. tt` I IISTI TUTS, 583 O'000FRIO DR.. SUITE 200, "AOISOH. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORHIIJG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED .L TC DL 10.0 P S 08/16/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p ,� `*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIRE ENGINEERED � B C D L 7.0 PSF )jBW=+�eNUSR427 01228023 PRODUCTS, INC. SHALL NOT BE RESPOUSIOLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TIIE TgUSSES IH COU FOO MANCE It TPI; OR FABRICATING, HANDLING, SIII PPIIIG, IH 5IAL LING AIJD 0 5 m AL P I N E BRAC1tIG OF TRUSSES, TH15 DESIGtI Coll WITH APPLICABLE PROVISIONS OF NDS (fIAT10NAL DESIGII BC LL O.O P G LVT/GWH SPECIFICATION PUBLESHED BY TIIE AMERICAN FOA EST AND PAPER ASSOCIATION) AILD TPI. ALP IN Coll CC OHS ARE "ADE OF 20GA ASTM A653 6840 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * AU 16 2001 * TOT. LD . 33.0 PSF + 9'N. - 33766 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OU THIS DESIGN, POSITI011 CONNECTORS PER ORAHIIIGS 160 A•2. YT" HE SEAL 011 7HE5 DRAWING I0 0DES. RTES ACCEPTANCNG E OF PROFESS1T Y011AL E1161t1E ER1NG S'j CIVIL CUR FAC. 1.25 RZ)M MD Alpine EnginceredProducts,lnc. COMPONENRESPONSITIFORLITYANYLPARTICULAREL FOR T EII BUELDIII MSOTHETRESP015]DIILITY OF THE BUfLOnNG10E51G1o7ERSEPEp THIS gTI�pFCALIFC SacrJunento,CA95828 AUSI7TPI 1 1995 SECTION 2. SPACING 24.0" • (marm01.15-walker/ marmore ave. - E2 21'10 MONO HIP Lf"n TOP CHORD 2x6 DF -L #2 :T2 2x4 OF -L #18Bet.: BOT CHORD 2x4 DF -L #1 o WEBS 2x4 OF -L Standard 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER.IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0 a w R• z 0 .I T T 2-0-6 1 143 X 10 0 z rx w H E.� ir- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. f—(A) CONTINUOUS ATERAL'BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DUG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES.AT 5-7-14 OC. W3X8 W1.5X4 III W1.5X4 III L<2-0-0:lE 6 -10 - 0-----3,J L 9-0-0 I 12-10-0 fE 21-10-0 Over 2 Supports R=1428 W=5.5" pr—i Y`T R=667 i'1=5.5" �p � �•� PLT TYP. Wave TPI -95 R� Design Criteria: TPI STD - CA - 1 - - - F :cake .25" Ft. Longfellow Lumber "NARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AltD TC LL 16.0 PSf ''427--81690 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO MIB 91 (HANDLIIIG IIISTALLIIJG AND BRAC111G), PUBLISHED BY TPI (TRUSS PLATE 01-1) W. tt` I IISTI TUTS, 583 O'000FRIO DR.. SUITE 200, "AOISOH. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORHIIJG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED .L TC DL 10.0 P S 08/16/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p ,� `*IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIRE ENGINEERED � B C D L 7.0 PSF )jBW=+�eNUSR427 01228023 PRODUCTS, INC. SHALL NOT BE RESPOUSIOLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TIIE TgUSSES IH COU FOO MANCE It TPI; OR FABRICATING, HANDLING, SIII PPIIIG, IH 5IAL LING AIJD 0 5 m AL P I N E BRAC1tIG OF TRUSSES, TH15 DESIGtI Coll WITH APPLICABLE PROVISIONS OF NDS (fIAT10NAL DESIGII BC LL O.O P G LVT/GWH SPECIFICATION PUBLESHED BY TIIE AMERICAN FOA EST AND PAPER ASSOCIATION) AILD TPI. ALP IN Coll CC OHS ARE "ADE OF 20GA ASTM A653 6840 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * AU 16 2001 * TOT. LD . 33.0 PSF + 9'N. - 33766 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OU THIS DESIGN, POSITI011 CONNECTORS PER ORAHIIIGS 160 A•2. YT" HE SEAL 011 7HE5 DRAWING I0 0DES. RTES ACCEPTANCNG E OF PROFESS1T Y011AL E1161t1E ER1NG S'j CIVIL CUR FAC. 1.25 RZ)M MD Alpine EnginceredProducts,lnc. COMPONENRESPONSITIFORLITYANYLPARTICULAREL FOR T EII BUELDIII MSOTHETRESP015]DIILITY OF THE BUfLOnNG10E51G1o7ERSEPEp THIS gTI�pFCALIFC SacrJunento,CA95828 AUSI7TPI 1 1995 SECTION 2. SPACING 24.0" • r. (marm0115-walker/ marmore ave. - E3 40'6 HIP 6' SB to In TOP CHORD 2x6 DF -L #2 :T2, T3 2x4 DF -L #1: BOT CHORD 2x4 DF -L #1 coli WEBS 2x9 DF -L Standard 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24,00" OC WITH 2-16d o NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR OWG. a BRCALHIPO699. SUPPORT.HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. w E9 z 0 a T 0 z x w w z z w T 2-7-6 a .a W2.5X4 W2.5X4 6 1—^ W1. W3X8 = W3X10 - W1 .5X4 III THIS DNG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.) IN LIEU OF RIGID CEILING USE PURLINS TO BRACE. -BC-@ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X4= W3X14 -143X6= T3 W3X4 = P1 IA -1 /+ - W3X6 C� W 3 X 6 —I 6 I , 9-0-0 113X4 = U 1d3X8(B1) T zIti a—a_I 6-0-0 R=1550 14=5.5" L, TA - .L - - - r G¢� 0%-D W h F TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 7.0 PSF D BC LL 0.0 PSF * Aug 16 2001 * TOT -LD. 33-0 PSF �TFCfiCALI- SPACING 24.0" Sib .. Sca b'17 5" Ft. �� -81719 D TES 8/16/01 111 MOW 7 01228047 CA- „T/GWH !�; 0$14,--6.3768 FRd9l MD lF 10-8-4 —I L10°I_ 28-6-0 ti & 36-4-0 Over 3 Supports c0 R=59 W=5-5" R=2604 W=3.5" .-I rn C w PLT TYP. Wave TPI -95\R Design Criteria: TPI STD 0 M Longfellow Lumber "WARNING— TRUSSES REQUIRE EL TREME [ARE IN FABRIC ATIDN, HANDL IIIG, SHIPPING, INSTALLING AND 89 Laren Avenue, CWco CA 95928 BRACING, REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 3 INSTITUTE, 583 O'OIIOFRIO DR., SUITE 200, IIAD]SOtI, ul 53719), FOR SAFETY PRACTICES PRIOR TO PERFOgH111G THESE FUNLTIOIIS. UNLESS OTHERWISE INDICATED. TOP CMORO SHALL NAVE PROPERLY ATTACHED STUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _1 MPORTA1IT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE EnGINEERED ,-( PHODUCTS, [NC. SHALL I BE RESPONSIBLE FOR AIIY DEVIATION FROM THIS DESIGN: AIIY FAILURE TO O \ ALPINE BUILD TIIE TRUSSES Itl LONFOflMAtiCE WI IIITPI; OR fABRILATIIIG, IIAtIDL fll6. SHIPPING, IOSTAILING AIID BRACING OF TRUSSES. TNfS DESIGN Call f ORMS WITH APPLICABLE PROVISIONS OF tIDS (OATIONAL DESIGII YD SPECIFICATION PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE r -I CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO \ EACH FACEOF TRUSS, ANN UULESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Coll HECTORS PER 00 DRAWINGS 160 A-2. THE SEAL ON THIS DR ANING tNOICAI ES ACCEPTANCE OF PROFESSIONAL EG INEERIHG CD Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES] GII SIIOUN, THE SUITABILITY AIID USE OF THIS SaL�amento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS TIIE RESPOIISIBILITY 0F THE 8UILD IIIG Or IGHER, PER AitsDIOTp1 1 1995 SECTION 2. C� W 3 X 6 —I 6 I , 9-0-0 113X4 = U 1d3X8(B1) T zIti a—a_I 6-0-0 R=1550 14=5.5" L, TA - .L - - - r G¢� 0%-D W h F TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 7.0 PSF D BC LL 0.0 PSF * Aug 16 2001 * TOT -LD. 33-0 PSF �TFCfiCALI- SPACING 24.0" Sib .. Sca b'17 5" Ft. �� -81719 D TES 8/16/01 111 MOW 7 01228047 CA- „T/GWH !�; 0$14,--6.3768 FRd9l MD ,n (marm0115-walker/ marmore ave. - E5 40'6 HIP GIRD to CD r0P1RD 2x6 DF L #2 RD 2x8 DF -L #1 CDBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADING PER TRUSS MANUFACTURER (H1) BC 893 LB Conc. Load at 13.83 (HI) BC - 827 LB Conc. Load at 15.83 (1-11) BC - 771 LB Conc. Load at 17.83 (H1) BC 705 LB Conc. Load at 19.83 (H1) BC 696 LB Conc. Load at 21.83. 23.83, 25.83, 27.83, 29.83 (H1) BC 707 LB Conc. Load at 31.83 (H1) BC - 773 LB Conc. Load at 33.83 (H1) BC 806 LB Conc. Load at 34.83 (H1)� BO 5 BC LL CONNECTION FOR \ O TRUSSES FRAMING FROM THE BOTTOM BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, BRACING OF iRUSSFS. TI115 DESIGN COIIF DBMS WITH AP PI]CABLE PROVI SIOIIS OF NDS (NATIONAL DESIGN CHORD.CSLMP_SON-LUS26._SEE . SIMPSON CATALOG C-2001. 412.5X4 6 r (•!2.5X4 412.5X4 , (!7X8= V15X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS HFR `2—Comp] ete Trusses Requi_red— =_ NAILING SCHEDULE: (0.1310.0_g_nalls) TOP CHORD: 1 ROH @ 12" 0 -c - BOT CHORD: I ROW @ 7" O.C. WEBS : 1 ROH @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. W4X4 a W5X4(R) /// --, 6 W4X4 (R) /// L S a T 2-7-6 NA// N/Z IL� +9-0-0 412.5X4 = W3X8 1!5X6 (R) III 4!5X8 = 4!4X4 (R) III W5X6 (A1)� _ W1 5X4 111 143k III1!5X4111 �W6X6 T CD 14-9-4 1 N 1 9-10-0 I 12-6-0 I 14-0-0Go 5P _I co 36-4-0 Over 3 Supports coI R=345 H=5.5" R=6727 W=5.5" rn R=4551 W=5.5" cable' 875" Ft. TT 2 82003 {iW'q •A Rq?7 01228055 A=E:�1VT/GWH Egr,;z..63661 R )M 1 MD C w "' PLT TYP. 4Jave TPI -95 R Design Criteria: TPI STD CA/ -/l/ -/-/-/F In Loogfellow Lumber '•WARN ING-• TRUSSES REQUIRE EXTREME [ARE IN FABRICATION, HANDLING. SKIPPING. INSTALLING ACID BRACING. REF70 H10.91 (MAUDLIN' INSTALLIIIG AILD BRACI IIG), PUBLISHED BY TPI (TRUSS PLATE � 0�,� TC LL 16.0 PSF ,..I 89 Loren Avenue, Chico CA 95928 INSTITUTE, 5B3 O'OHOFRIO DR.. SUITE 200, MA 11. NI 53119), FOR SAFETY PRACTICES PRIOR TO TC DL 10 . 0 P S F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CIIORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOMCHORD SHALL HAVE A PROPEfl LY ATTACHED RIGID CEILING. BC DL 7 0 P S F —4 —IMPORTANT— FURNISH A COPY OF THIS DES IG11 TO TRE ENSTALLATIOII CONTRACTOR, ALPINE ENGINEERED X . O PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIOt1 FROM THIS DESIGN; ALIT FAILURE TO IIAMOLI116, SHIPPING, VISTALL'"G AND BO 5 BC LL 0 0 P S F \ O BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, BRACING OF iRUSSFS. TI115 DESIGN COIIF DBMS WITH AP PI]CABLE PROVI SIOIIS OF NDS (NATIONAL DESIGN . —4 ALPINE SPECIFIC AT1011 PUBL15NF0 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AIID TPI. ALP114EAU 16 ZOD1 * T 0 T L D . 3 3 . 0 P S F \ C01411ECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO f . Ib C: -ES EACH FACE OF TRUSS. AIID UIIL E SS OTHERWISE LOCATED ON THIS DESIGN, POSITION G01111ECTORS PER ACCEPTANCE OF PROFESSIONAL ENGINEERING AS�. CIVIL �p OUR . FAC. 1 . 25 Alpine Engineered Products, Inc. RESPONSIBCOMPONENTIFORYANYLPARTICULARTHE BUILDING 15TRUSS 0 THETRESPOOSIBILITY OF YHE NUILDINGDESIGN SHOUn. THE IDESIGNER. PER AND USE OF THIS gTEOFCA1t� SPACING 24.0' SBCTBmento, CA 95828 ANSI/TPI 1-1995 SECTION 2. cable' 875" Ft. TT 2 82003 {iW'q •A Rq?7 01228055 A=E:�1VT/GWH Egr,;z..63661 R )M 1 MD 1 (marmOIJ5-walker/ marmore ave. - fl 29'6 mono step hip ) In Ln TOP CHORD.2x4 DF -L #1 :T1 2x6 DF -L #2: 11 c BOT CHORD 2x4 DF -L #1 `13 .i WEBS 2x4 OF -L Standard :4111 2x4 DF -L #1: 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC o OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO a FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2:1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. z 0 T 0 z H W 0 z W H a. .a c THIS DUG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. F \ W3X42 W5X4= W3X4= W1.5X4 III 1J2.5X4= W2. 5X4 W3X6=W4X4= W3X8= T1 — 1J4X4 6 r— lJll 3-0-4 1-6-0 i _Zk-9-0-0 ZIAW2-5X4 — W3X6- W5X4-141.5X4 III W2 5X'4 = W1.5X4 III W4 W2X4 III o 1,2-0-O I x I 'r 16-10-4 6-0-0 1_ 23-6-0 17-0-0 �- I� - 7�-6-8 r� _,2-9-=6-O Over 3.-SUppor-ts- T L=----4-6-6-0- 4-11-8 'I _I cD R=1178 W=5.5"R=1486 W=3.5" ori R=637 W=5.5" * Au( 16 2001 8FIV11. �-'O CALIF CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24,0" Ph x S 1asR.�875"/Ft R&U halo -81692 DATE ~`'0•-� 16/01 1 ..1. D C0 4 � + 01228048 C - LVT/G4JF1 SE CIN r,- .133742 FROM .,-MD PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD N Longfellow Lumber "NARN JIG" TRUSSES REQUIRE EXTREME CARE IN FABRICATION • HANDLING, SHIPPING. INSTALLING AND 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO HIO -91 (HANDLING INSTALL]JIG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE L III ST]TUT E. 583 O'OHOFRIO DR., SUITE 200, MAD]SON, W1 53119). FOR SAFETY PRACTICES PRIOR TO —4 PERFORH[N6 THESE FUNCTI" UNLESS OTHERWISE 1ND ICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOH CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEIL]IIG. •`IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE 1HSTAL L AT01 CONTRACTOR, ALPINE EIIGINEERED —4 PRODUCTS, IUC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO O ALPINE BUILD THE TRUSSES III CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BR ACIIIG OF TO US 5E S. TIIIS BE' IGN COIIFORNS WITH APPLICABLE PROVISIB NS OF CD IIDS (NATIOIIAL DESIGN SPECIFICAT100 PUBLISHED BY THE Al'EN ICAN FOREST AND PAPER ASS OC IAT 1011) AND TPI• ALPIIIE —4 CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY COLI HECTORS TO \ e. EACH FACE OF TRUSS, AND UIILESS OTHERWISE LOCATE. 011 THIS DES]GLI, POS IT101I C011HECTORS PFR DRAWINGS IS0 A.THE SEAL ON THIS DRAW LNG INOrCATES ACCEPTANCE OF PROFS S51011L ENG111E ER 1flG Alpine ETtgineered Products, Inc. Sacramento, CA oducl RESPONSIBILITY SOLELT FOR THE TRUSS COMPONENT DESIGN SHOW]]. THE SUITABILITY AND USE OF THIS COMPONENT FOR AS PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AIISI/TPI 1.1995 SECTrall 2, * Au( 16 2001 8FIV11. �-'O CALIF CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24,0" Ph x S 1asR.�875"/Ft R&U halo -81692 DATE ~`'0•-� 16/01 1 ..1. D C0 4 � + 01228048 C - LVT/G4JF1 SE CIN r,- .133742 FROM .,-MD i • • A�a ' (marmO115-walker/ marmore ave. - f2 29'6 mono hip lXi TOP CHORD 2x6 OF -L #2 :T2 2x4 DF -L #1: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard o PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0 a a w w c� z 0 a T 143X4 W2.5X4 = T2 W3X10 =- 142. 5 X 4 142.5X4 6 r� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -A)_CON-T_I.NUOUS-LATERAL_BRACI.NG_EQUALLY_SPACE- O MEMBER_ IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. 142.5X4 = 411.5X4 III I(A2) W1 5X4 III W3X8= W3X4= WU4= 1 W1 . 5X4 III W4X4 = 5-I0-4 JL 9-0-0 W2. 5X4 = U-0-0, L:* --4 - 6 - 0--J 10-0-0 I 19-6-0 1_ fE -29=6-0 Over 2" pp-- ort R=1152 W=5.5"., R=2004 4l=5,5" PLT TYP. Wave TPI -95 R Oesign Criteria: TPI STD CA - 1 F "SCa =.1875" Ft. Longfellow Lumber 89 LOfeu Avenue, Chico CA 95928 "WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE .,ISTITUTE, SB3 D'OVOFRIO DR., SUITE ZOD, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO ,o QD� OLD w y ��� TC LL 16.0 G PSF g,' 427 -81693 t PERFORMING THESE FUIICTIOIIS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,�C/ y TC DL 1 0. D P SP -A DAT 08/16/01 57RUCTUR AL 'At"LS, BOTTOH CHORD SHALL SAYE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISM A COPY OF,THIS DESIGN TO THE IIISTALLAT101I COIITRAC700. ALPINE ENGINEERED _ � BC DL 7 .0 PSF OFY ' USR427 01228025 PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 0 - •� BUILD THE TRUSSES IN C014FORMAHCE WITH TPI: OR FABRICATING, N11 LING, SNIPPIHO, INSTALLING AIID BR AC IIIG OF B C L L 0.0 P S F E'A' ENG L V T G1J H / ALPINE TRUSSES. TN[5 DESIGN CONFORMS N17M APPL]CABLE PROVISIONS OF NDS (IIATIOIIAL OESI611 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CON EC i00.S ARE MADE OF ZDGA ASTH A653 GREG GALV, STEEL, EXCEPT AS NOTED. APPLY CONVECTORS TO A U 1 6 2001 * * T 0 T - L D . 33.0 P S !} 5 lNt - 33744 EACH FACE OF TRUSS, AND UIILESS OTHERWISE LOCATED Oil THIS DES GLI. POSITION CONNECTORS PER DRAWINGS 160 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGCIV11- \P D U R . FAC . 1 .2 5 M MD • Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COHPONEIIT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS 9)� Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TILE BUILDING DESIGNER. PER OF CAUF� RUST 'TPI )-1995 SECTION z. SPACING 24.0 (roarm0115-balker/ marmore ave. - f3 29'6 mono hip 21 TOP CHORD 2x6 DF -L #2 :T2 2x4 DF -L #1: CD BOT CHORD 2x4 DF -L #1 d WEBS 2x4 OF -L Standard 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0 a a w w z CD a T 0-9-2 145X W3X4 W2 -5X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. All—CONTINUOUS LATERAL BRACING -EQUALLY SPACED_ON.MEMBER.J IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES•AT 5-7-14 OC. T2 W3X10 = 412.5X4 W1.5X4 III III. CI A4 III R 1-4-6-0� L 9-6-8 I 19-6-0 I j* 29-0-8 Over 2 Supports R=1023 W=5.5" R=1999 W=5.5" F 3 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD ss CA 1 - - F 25" Ft. Longfellow Lumber 89 Loren Avenue, Chico CA 95928 ALPINE Alpine EngineeredProducts ,IIIc. Sactnmento,CA95828 "NARLIIHG' • TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPIIIG, 111STALL111G AND BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPE (TRUSS PLATE ]tISTITUTE, 503 D'OIIOFRIO DR.. SUITE ?DO. MADISON, 41 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STR ULTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIIIE ENGItIEERED PRODUCTS, INC. SHALL ?forBE RE SPDN SIB LE FOR AIIY BE FROM TII ES DEIIGII. All FAILURE TD BUILD Tllf TRUSSES 111 CONFORIIANCE N[T11 TPI; OR FAOR]CAT1tIG. HANDLING, SHIPPIIIG, INSTALLING AID BRACING OF TRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PRSOCOVISIONS OF NOS (NATIONAL OES[I41 CONNECTORSSPECIFICATON AR EPIIADESOFoBY 20GATHE ASTMNA653AGR40RGALV. STEEL AS EXCEPT t AS IOIOTEDND TPI.YALPINE COI RECTORS TO EACH FACE OF TRU55, AND UIILESS OTHERWISE LOCATED ON THIS DESIGN, PDSI710N COIINECTORS PER oRAW NGS 160 A 2, THESEAL ON TN1S ORANI IIG INDICATES ACCEPTAIICE OF PROFESSIONAL EOGI NEER 111G CONP011ENTIFORTASOLPARTICR THEBUIl0111GTRUSS OBSOTIETRDESESPOIGNISIIITY OF THE THE BUILDBNGIL ITESIGIO)EUSEPOF THIS misl/TPI 11995 SECTt.)1 2. OLp 1Ny :� lC C y N DDS '� _2 * Au •A CIVIC— �P. "/' grF�F F CALL TC T C BC BC TOT. LL D L DL LL L D . 16.0 10.0 7 0.0 33.0 PSF PSF .0 PSF PSF PSF _RE'F 7- 81694 D�TC�. 08/16/01 O '- CAt! 'R 427 0]228026 'C NG LVT/G41H S.� N - 33746 DUR .FAC . 1.25 FROM MD ' SPACING 24-0" (marIB0115-walker/ marmore ave. - F4 29'6 MONO HIP Ln In TOP CHORD 2x6 DF -L #2 :T2 2x4 DF -L #1: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. RIGHT END VERTICAL NOT EXPOSED TO WIND. T U z w z w W3X, T 1-9-2 C> I" to M fs. Lo N .-1 O co W 0 W2.5X4 10- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS_LATERALBRAC-I-NG—EOUAtL'Y—SPACED—ON'MEMBER. �IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. _„ W2 .5X4 = W4X4 W3 X4 W3X4=_ IVJACI= IV'+AI+= W2X4 III W1 .5X4 III 15-6-8 I 11-6-0 I I R=892 W=5.5" R=892 W=5.5" �y 9-0-4 9-0-0 jo C z �a PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 *-/F le'=r.Ft. Longfellow Lumber 89 LorenAvenue,CNcoCA95928 ALPINE Alpine Engineered Products, Irlc. SOCrlUnenl0, CA 95828 —WARNF1,16 • TRUSSES REQUIRE EXTREME CARE 111 FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING 1.STALLIIIG At(0 BRACIIIG), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRI0 OR., SUITE 200, MAOI 5011, NI 53719), FOR SAFETY PRACTI[ES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ~PRODUCTS, IHC. SHALL NO7 BE RESPONSIBLE FOR ANY DEYIAT ION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES EN CON RMAUCE WITH IP1; OR FABRICATING, NANOI ItSNIPPING, [NSTALLIIIG AND USSES. THISDESIGII CONFO0.NS NfTH APPLItAOLE PR OVISIO115 OF LIDS PJ .(IIATIONAL DESIGII BRACING OF TRHE CONNECTORSSP ARE ON St SOFD2OGABY TASTMHE NA653ER I AGRgOR GAL AN STEEL.o PAP I ETCEPTI ASI NOTED. TAPPL YACONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TII15 DESIGII, POSIT1 O11 CONNECTORS PER DRAWINGS 160 A-1. TIIE SEAL 00 TH S DRAWING [NDICATES ACCEPTAryCE OF PROFES Sf ONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CONPOHENT DESfGN SHOWN. THE SUITABILITY AND USE OF THIS COMPOt1ENT F.0. AIIY PARTICULAfl BUILDING IS THE RESPO1151 BIL1TY OF TIIE BU1 LD 14G DESIGHER, PER AHSf'TPI 1 1995 sEDTI0f1 2. QLD w y ��rr� �9 "i �% ` OOS * AU * tSj, CIVIL 9� �p C+F CALkf: J` T C TC BC BC TOT LL DL DL LL . L D , 16.0 10.0 7.D D. 3 3 PSF PSF PSF D PSF . 0 PSF -R�42 -81695 El 14 a4/16/01 " C- USRV 01220029 ¢EN;,G L�1fi /GWH S Na --4 3 .7 6 4 DUR. FAC. 1.25 ��'- 'Q I•e�,;gM ly SPACING 24.0" E T k1Warmoilo-Wa(Ker/ marmore ave. - F5 29'6 MONO HIP ) TOP CHORD 2x4 DF -L #1 :T1 2x6 DF -L #2: BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard - PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. r BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. (*) LATERALLY BRACE TC BELOW! FILLER AT 24 OC.' ■� 1111] UMG rl(trAHtU rMUPI LUMYUI tM LMruI (LUAu3 0 UIMLIY310193) 3-1.11 cu u ••+J4.. •• SEE DNGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS.-- —(A)=CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC Cm 72.00" OC w 10 PSF BC LIVE LOAD PER UBC. W2.5X4 W1.5X4 III .W1.5X4 III ' W1.5X4 III W1.5X4 III W2.5X4 = W3X8 III F S 10-0-4: V V 2-19-2 lu K. r AL9-0-0 -,� W3X4 = WH4 A W3X8 = W4X4 = ' 411.5X4 III . W2X4 In,- t'I�•i 2.5�O�,S:Over-2=Supports—Me R=822 W-5.5" 1 R=822 W=S. 5" ' PLT TYP.•_Wave TPI -95 R Design Criteria: TPI(STD) Longfellow Lumber 89 Loren Avenue, Chico CA 95928 'BRUA LNG. REFERRUSSES TO HIB 91 (HAUDL11GECARE IN INSTALLI1GABRICATION, HAUDLIRG, SHIPPING, AND BRACING). PUBLISHED BY TPI 1t(TRUSS(IG AND PLATE Q� QLD W. t, (L` A- TC LL ,16.0_ PSF REF REQ --81734 • - - • IIISTITUTE. S83 O'OHOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE0 TOP CHORD SHALL HAVE PROPERLY ATTACHED 7 g 'V. "`333iii 'C T C D L- 1 0 . 0 PSF 7 8 -r� / 16/01 STRUCTURAL PANELS, BOTiO11 CHORD 511A1L HAVE A PROPERLY ATTACHED RIG 1O CE]11 HG. - ' • V r • IMPORTAIIT'* FURNISH A [OPT OF TII15 OESIGII TO TIIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF tom. RlJ nuSR927 01229030 • PRODUCTS, INC.,SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N Q - - A L P I N E BUILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATIIIG. RANOLI(IG• SHIPPING, IIISTALLING AND DRACiNG'OF TRUSSES. THIS DES]GN COIIFORIIS W]TH Appl lCABI E' PROV ISIORS OF NOS ltl AT1ONAL DESIGN BC LL } 0.0 PSF A �E�IG,��VT/G4JH . SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONRECTORS.ARE MADE OF 1OGA ASTM A653 GR4O GAIV. STEEL, E%CEPT AS NOTED. APPLY COtItIECTORS TO AU 1 6 2001 •M T07.LD. 33.0 PSF SE -"93762... ' ` EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-1. THE ' AT!• Alpine EngineeredProducts,�D • SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING THE COMPONENT AND USE THIS THE INGIDES CIVI D U R . FAC. 1.25 .- 0 D aCr CA COMpO11E ITL FORYANYLPARTICUL PARTICULAR RESPONSIDIIL [TY OF THE BUILDUIl. DESIGNER. PER - OP Cpj 1f ` SPACING. 24.0" " AO517TPI 1.1995 SECTION 2. - (IDarmUllb-WalKer/ marmore ave. - F6 29.6 STEP COMN TOP CHORD 2x6 OF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W3X4 T 3-9-2 W5X4= L(9 r V A i I HLS 1.1146 PH tPAR tU I'RUPI LUPIPU It LHYUI (LUAUS a UI PIC INa ll/na) aua—i iLu u n ....... ...... IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 01 P15AD W3X8= W2X6(A1) s T L� 8-3-8 _I_ 14-9-0 II_ 2-8-8 T 3-8-0 T 12-6-8 1 4-1-8 FE 23-0-8 Over 2 Supports -- R=751 W=5.5" R-770 W=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD1-11 Longfellow Lumber "MAR NI NG. TRUSSES REQUIRE EXTREME CARE IN FABRICATIOR. MANDL IIIG, SHEPPIRG, INSTALLING AND 89 Loren Avenue, Cldco CA 95928 BRACING. REFER TO III0-91 (HANDLING INSTALL)fG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ��D W.IIISTITUTE. 583 0'01101110 DR., SUITE 200, MADISOtI, IIS' EOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIOIIS. UNLESS OTMERNISE (t1DICATED, TOP CNORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTAt1T*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL 1107 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGH: AIIY FAILURE TO d' 80 7 ALPINE BU(LO TMF TRUSSES IU CON FOR MALICE HI TH TPI; OR FABRICATI JIG. HALIDE IIIG, SNIPPING, IRSTALL LNG ACID BRACING OF TRUSSES, T1115 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL oESIGtI SPECIFICATION PUBLISHED BY THE AMERICAII FOREST ALIO PAPER ASSOCIATION) AND TPI. AL, INE A 1 6 2 D 0 1 CONVECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL4, STEEL. EXCEPT AS VOTED. APPLY CONNECTORS TO f EACH FACE OF TRUSS, AND UNLESS DTHERUISE LOCATED 0(1 TI11S DESIGN, POSITION COLI VECTORS PER ORARI IIGS 160 A•1. THE SEAL 011 THIS ORAHING INDICATES AC CEP TAtICE OF PROFESSIONAL ENGINEERING S', CI>✓I� �P Alpine Engineered Products, Inc. RESPOIISIBILITY SOLELY FOR THE TRUSS COMPOIIEIIT DESIGII SHOUII. THE SUITABILITY AN USE OF T"15 9f� SBCrBmenlO, CA 95828 COHP011 E IIT FOR AtIY PARTICULAR BUILD 1116 15 THE Rf SPOIISIB TL [TY OF THE BUILDING OESI GIIER. PER OF CAf-IF ANSI/TPI 1-1995 SECTION 2. IF CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" -Sc-aeja&.25"/Ft. RELa f�R7--81737 BAI-, --» 08/16/01 gR§FANR427 01228033 CA; G LVT/GWH SEA - 33649 FROM MD ZZ T 0 l� 00 V) Cn w CD CO 00 0 twarmviib-walker/ marmore ave. - F7 29'6 STEP COMN TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 6!2.5X4 4-9-2 145X4= I,r 9 C; V A i THIS UH(i PHLPAMLU FMUM LUMYUItK 1NYU1 (LUAUS S U1MtNZIUNS) 3UDM1I ICU of I-- r IN LIEU OF -STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 671.5X4 III W2X6(A1) I6-3-8 �I_ 14-9-0 1 4-4-8 r 12-6-8 T 4-1-8 IE 21-0-8 Over 2 Supports R=685 I.1=5. 5 " R=704 W=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD Longfellow Lumber -WARN TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND 89 Loren Avenue, Chico CA 95928 BRACING. REFER TO HID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IIISTITUTE. 503 D;OIIOFRIO 08 SUITE 200. MADISOII, NI 53719). FOR SAFETY PRACTICES PRIOR TO C PERFORMING THESE FUtICT10115. UIN. ESS OTHER It SE INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT_ FURNISH A COPY OF THIS OESI6N TO THE INSTALLAT 1011 COOTR AC T OR. ALPINE ENGINEERED PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AIIY FAILURE TO 0: A L P I N E BUILD THE TRUSSES IN COIIFORMANCE NI TH TPI; OR FABRICATIIIG, HAIIDLIIIG, SI1IPPIIIG. INSTALL]IIG IIID BR ACItIG OF TRUSSES. THIS OESI GII COLIFORMS MITA hPPLICABIE PNOY 151 Ot1i OF 1105 (ItAT1011A1 DESIGN W. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE All'(J 16 2001 CONVECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS VOTED. APPLY CONVECTORS TO .k EACH FACE OF TRUSS. AND UNLESS OTHERNISE LOCATED ON THIS OESI GII, POSI1f011 CONVECTORS PER DRAM INNS IID A•Z. THE SEAL ON THIS DRANING INOICAT ES ACCEPTANCE OF PROFESSIONAL EIIGINEERI HIS �. C�V11- RESPONSTBILITY SOLELY FOR THE TRUSS CONPOtlE t1T DESIGN SNONG, THE SUITABILITY AIID USE OF THIS \P Alpine Engineered Products, Inc. 9� Sacramento. CA 95828. COHPONENT FOR ANY PARTICULAR BIIILDfNG IS TIIE RFSPONSIRIII% OF TME BUILDING OES1GHEfl, DEA- OFC1111F ANSI/TPI 1.1995 SECTION 2. CA - 1 F e =.25" Ft. TC LL 16.0 It< EF' R427--81739 TC OL 10.0 PSF Add 08/16/01 8C DL 7.0 Mf REQ CAUSIi427 01228075 BC LL 0.0 PSF A -ENG LVT/GWH TOT.LD. 33.0 PSF 4SEQN - 33647 DUR.FAC. 1.25 FROM MO SPACING 24.0" Limul✓lull -WdttLev/ IltdI(Hur-e live, - rel L7 O JICY 1. V19IV TOP CHORD '2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4•DF-L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS-97'TABLE 7.3.3. W2.' W5X4 W2 r,Ya Tdllcc dCo nlaa ✓nu rna.rnnw rn✓n wru ✓, u. .,.. .., ��........ .. ...... ........-___.....__ _. ...___ _ _. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W:3XB W1.5X4 III F 8 9-0-0 a W2X6(A1) 6-0-8 _I_ 14-9-0 4-1-8 T 12-6-8 T 4-1-8 f� 20-9-8 Over 2 Supports R=676 I•)=5.5" R=696 W=5.5" PLT TYP. Wave TPI -95\R Design Criteria: TPI STD Longfellow Lumber "HARMING-' TRUSSES REOUIRE EXTREME CARE Ill FABRICATION. HANDLING. SHIPPING, INSTALLING AND 89 Loren Awnue,Cl»coCA95928 BRACING. REFER TO HIO -91 (HAIIDLIIIG ItISTALLIIIG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'OIIOFRIO DR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ..1 MPORTAUT" FURNISH A COPY OF THIS DESIGN TO THE IHSTALLAT ION CONTRACTOR• ALPINE ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM T1115 DESIGII; AWY FATLURE TO BUILD THE TRUSSES IN Coll F 01HANCE UITII TPI; OR FAB'IGATI IIG, IIAIIDLIIIG, SHIPP RIG, TIISTALLIN6 AMO ALPINE BRACING OF TRUSSES. T1115 OE SI GN COIIFORHS MITH APPLICABLE PROVI SI OILS OF II DS (t1 ATIONAL DESIGN C SPECIFICATI 011 PUeLISHED BY THE AMERICAN FOREST AND PAPER ASSOC IATTON) AIID TPI. ALPIIIE COHOECTORS ARE MADE OF ZOGA ASTM A653 GRCO GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 7EACH FACE OF TRUSS, AIID UNLESS OTHERWISE LOCATED 011 THIS DESIGN, pOSITT ON coUNECTORS PER DRAWINGS 160 A-2. THE ON TH 15 DRAWLRG INDICATES ACCEPTANCE OF PROFESSf ORAL ENGIIIEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COHPOHENT DESIGN SHOW" - TIIE SUITABILITY ANO USE OF THIS Sacramento, CA Products, COMPONENT FOR ANY PARTICULAR OU It UI IIG IS THE RESPONSIBILITY OF TIIE BUI LD IIIG OES IGHER, PER ANSI/TPI 1-1995 SECTION 2. W. 4s"" 1< + Auks 16 2001 t si CIV41- P 91F0F CALIF CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" F-'iA --81740 A^T'-08/16/01 (U AUTRA27 01228036 CA- G—tVT/GWH � ' 33637 FR • M' MD FJ -1 T 0 z H W c� z W H a a c C:- 00 00 (c CT) C GT. CT) C" In r -I 0 \ 00 0 Imarmnlir,-wallrar/ marmnra Ava - PQ 9Q'F CTFP rnMN TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 4!5X4= 1,19 Cve Y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2 5X4 % 6 r— 142.5X4 142.5X4 6 1-12.5 X 4 4-8-10 — �— 9-0-0 4!3X4 3 415X4= 145X4- 3 143X8 W1.5X4 III 142X6 (A1) 145X4= .du AW' 6-4-8 1 14-9-0 o _9_ 378-0 12-6-8 4-1-8F , IE 21-1-8 Over 2 Supports J R=687 W=5.5" , �- R=707 W=5.5" OBJ E M R-25" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F r1c J-0 Ft. Longfellow Lumber 89 Loren Avenue, Chico CA 95928 "WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING, REFER TO IIIB-91 (HANDLING INSTALLING AILD BRACTIIG), PUBLISHED BY TPI (TRUSS PLATE n QV+W /y F� TC LL 16.0 PSF REF 4,t' --81738 INSTITUTE. SB3 D'OIIOFRIO Dq., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO (C q PERFORMING THESE FUIICT[ONS. UNLESS OT HER NI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED GJ `Yy TC DL 10.0 PSF T.E ,8/16/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF D R W.20 27 01228034 PRODUCTS, INC, SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N 5 005 BUILD THE TRUSSES III CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, IIIS7ALLING ALIO B C L L D. D P S F C G L V T/ G W H ALPINE BRAC I LIG OF TRUSSES. TO IS OES ION COIIFORMS W1TN APPLICABLE PROVISIONOil S OF IIOS (IIATIOIIAL DESIGN Y TPSTMNA653AGRa gt15TEEL EREXCEPTIAST TA CO NNE CTOSTAR ACOeuECTORS TO * AU 16 2DD1 * TOT LD 33.0 PSF I� SEQ �- 33640 EPMADESOF 20GAHE O7E D'1p ORGAI V PPL YPI EAC II FACE OF TRUSS, AND WILESS GTHERNI SE LOCATED 011 TH15 DE SfGN, POSITION CONNECTORS PER 0. . . ' DRAWINGS 160 A-1. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIOIIAL E1GIIIEERING S BE GO HOWH. TIIIS clvty- \Q' 9TEOPCAUfOx OUR . FAC. 1.25 FROM MD Alpine EnguleeredProducts,Inc. Sacramen COHPONENTIFORLITYANYLEL PART]CUTAR BUITA IO[U NGO150IIE THETRESPONSl IBILITY OF TS ILE BUILDBIGIDESIGOERSEPER to, CA95829 ANSI/TPI 1-1995 SECTION z. SPACING 24.0" 11I to 0 0 �r 0 -03 at 0 a w LT. ch 0 0 a T (IWarmu115-L•1alKer/ marmore ave. - F10 29'6 STEP COMN TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 z H w W3X4 z w 3-8-10 E1. a W 5 X 4 =— 1 IHIS DUG PHLFAKLU FKUM CUMPUILK INPUI (LUAUa & ULNtNZ1IUNZ,) 3U0r11Iicu of . IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 III W5X4 VI4X6= W5X12 W2.5X4-(A1) 8-4-8 _I_ 14-9-0 I 1- 2-9-8 T1-e-oT 16-6-8 17-1-8 �1 jiE 23-1-8 Over -2 Supports R=753 W=5.5" R=773 W=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 LongrellowLumber —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATIOII, HANDLING, SIIIPPIIIG. INSTALLING AND 89 Loren AVenue, Chico CA 95928 BRACING. REFER TO IIIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $83 D'OIIOFRIO OR., SUITE 20D, HAOISOH. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERF 0RMIIIG THESE FU CT to S. Ut1LE S5 OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, ..IMVORTAIIT-- FURI1I SH A COPY OF THIS DESIG II TO THE INSTALLATIOU CONTRACTOR. ALPINE ENGINEERED P0.000CT5, ItlC. SN ALL IIOT BE RE SP011518LE FOR ANY DEVIATION FR ON THIS OES[GR; ANY FAILURE TO ALPINE BUILD TIIE TRUSSES IN CONFORMANCE WITH TP1; OR FADa]CAI IH G, HANDLING, SHIPPING, IIISTALL ING AND OR ACIIIG OF TRUSSES. THIS DESIGN COIIFORIIS WITH APPLICABLE PR OY IS IOtIS OF ti05 'NAT ZONAL OESI GN SDECIFICAT1011 PUBLISIIEO BY TME PHERICAII FOREST AHO PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTEO. APPLY CONNECTORS TO EACHFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS 'DESIGN DOSITION CONIIECTORS PER DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING IHOT CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine EnginecredProducts, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.. THE SUITABILITY AND USE OF THIS Sacramento, CA 95828 COHIONENi FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI -1995 SFCTI011 2. F \0 I CA 1 - male =.25" Ft. �cLU W NF TC LL 16.0 PSF R'E'l= R427- -81736 y�2 TC DL 10.0'-qF D TE 08/16/01 BC DL 7.0 PSF > . ' DRW CAUSR427 01228032 Bo BC LL 0.0 PSF CA -ENG LVT/GWH * A 16 2001 TOT.LD. 33.0 PSF SEON - 33653 L� civil_ �P �DUR.FAC. 1.25 FROM MD q Of SPACING 24.0" 7,K I CA 1 - male =.25" Ft. �cLU W NF TC LL 16.0 PSF R'E'l= R427- -81736 y�2 TC DL 10.0'-qF D TE 08/16/01 BC DL 7.0 PSF > . ' DRW CAUSR427 01228032 Bo BC LL 0.0 PSF CA -ENG LVT/GWH * A 16 2001 TOT.LD. 33.0 PSF SEON - 33653 L� civil_ �P �DUR.FAC. 1.25 FROM MD q Of SPACING 24.0" ImarmullD-Walxer/ marmore ave. - F11 29'6 STEP COMN TOP CHORD 2x6 DF -L #2 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IJ3X4 615X4 IMIb uwu rntrAILtu rMun LUI•rruiLrt -- (Lunw a ar¢n.ar v,. aV ,..,,.,,,,, �� ..• ••....... -- IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. F �\ W1.5X4 IQ 615X6 = 6!5X4 = 615X12 = 6!246 (A1) 9-4-8 14-9-0 3 9-8 T1 -e 0 T 16 6-8 T z> e E 24-1-8 Over 2 Supports R=786 W=5.5" R=806 I4=5.5 " �I 78 PLT TYP. Wive TPI -95\R Design Criteria: TPI STD CA - 1 :,,L. FF Scale =.25" Ft. Longfellow Lumber 89 Loren Avenue, Chico CA 95928 ALPINE Alpine Engineered Products, Inc. "WARNING— TRUSSES REQUIRE EXTREME CARE III FABRICATION, HANDLING, SHIPPING. INSTALLING AMD BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I LIST I TUTE. 5B3 O'OIIOFRIO DR., SUITE 200, MADISON. Hf 53719), fOR SAFETY PRACTICES PRIOR TO PEO FORM NG THESE FUNCTI0115. UNLESS OTH ERUISE INDICATED, TOP CIfORO SIIALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOH CN ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPOR TANTS' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL 11 OT BE RE SP0USIBLE FOR AllDEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES Ili CoNFORNAIICE NITII TPI ; OR FABRICATING, NANOLI06, SNIPPlI1G, IIISTALLItIG AND BRACE NG OF TRUSSES. THIS DESIGN CONFOR NS HIT H APPL I[ABLE ASS PROtlISIONS OF NDS (NATIONAL of SIGN CONNECTORS All EPUBLISHED LPINE - 2 OGATASTHAMERICAN GR40REST GAL V All STEELEREMC EP TT ASAT ip TED11) '. TPI AP P LYACON14ECTORS TO EACH FACE OF TRUSS. All UNLESS OTHERN ESELOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR ABINGS 160 A•2. THE SEAL ON THIS OR AH1116 IIIDICATES ACCEPTANCE OF PROF ESS!OHAL ENGINEERING RESP00 S T BIL I TY SOLELY FOR THE TRUSS COHPOIIE IIT .ESI G11 SHOW It' THE SU]TABILITY ANO USE OF TII IS QLD VI/ y �Y� N OO # AU 16 2001 * �• CIvi1- �' TC LL 1 PSJ ¢,. TC DL 1Qra�®-SFS I`SI BC DL P•S I' BC LL 0 PS(: -3; TOT. LD. 33.0 PS•0 r �"' REF R427- 81735 ATE 08/16/01 R 6� CAUSR427 O122B031 CA-ENG LUT/GWN SEQN - 63634 D U R . FAC . 1 :•Q'•: FROM MD SPACING 24.0" SeCnlmentn, CA 95828 COHPONENT FOR AIIY PART ICUI AR flUllnlllr, IS THE RESPOIISIBIIITY OF THE BUI I. DING DE SfGHER. PER OF CALlrc ANSI/TPI 1.1995 SECTION 2. (marmuil5-walKer./ marmore ave. - 91 22'5 hip 6' sb TOP CHORD 2x6 DF -L #2 :T2 2x4 DF -L #1&Bet.: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :Lt Wedge 2x6 DF -L #2::Rt Wedge 2x6 DF -L #2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. W4X4 r, W3X8= THIS DWG PRE PAREU 1- ROM CUPIPU It 1NPU 1 (LUAU) A UI Pit NJ1UNN) bUMPLIIItV DI Inuad r1rn. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W04 -- M12 III W4X12 III W1.5X4 III L<2-0-0— L<2-0-0 0-9-7 09-7 o Uy z Ir 6-0-0 I 10-5-0 I 6-0-0_ 22-5-0 Over 2 Supportst R=1588 W=5.5" R=1588 W=5.5" 5)" .s.y � i . 9 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD. CA/ -/l/ -/"/_/Q Scale =.25" Ft. Lonp��c•llow LLUnbcr "WARNfNG" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLIHG AND TC LL 16x•0; 1 b PSI�99 EF R427--81732 89 Loren AVenue,C6icoCA95928 BRACING. REFER TO HIB -91 (NANDI.IIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB7 O'ONOFRIO DR., SUITE 20(1, MADISON, WI 53719). FOR SAFETY PRACTICES PRI TO �0`'D W y� �C { 1Y,Y P FRFORH 1716 THESE FUNCTi0N5. UNlE55 OTNERHI SE ItIDIC ATED, TOP CIIORD SHALL HAVE PR OP ER LY AT TACIIED y T C D L • 1 0.O P -S DATE 08/16/01 STRUCTBR AL PATI ELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 2 "IMPORTANT" FURIIiSH A COPY OF THIS OE SI GU TO TIIE [11 TALLATI011 [OB TR ACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BC RE SPOIISIBLE FOR AMY OEvIAT1011 FROM THIS DESIGN; ANY FAILURE TO (1' BC DL 7 -0� PS' DRW CAUSR427 01228027 GUILD THE TRUSSES [N COIIFORHRE W1T11 TPI; OR FABRTCVATIIIG. HANDLING. SNIPPING, INSTALLING AND BRA[IGG 5 0 5 B C L L 0 0 P� - C A -ENG L U T / GI�IH A L P I N E OF TRUSSES. THIS DES1Gtl CONFORHS N[TH APPLICABLE PROVISIONS OF NDS (11 TIONAL DESIGII SPECIF[CATIOII PUOLISIIED BY THE FORE . AHERICAN 57 AND PAPER ASSOCIATION) AND TPI. ALPIIIE CONNECTORS ARE MADE OF 20GA ASTM A653 GRaO GAL STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A 16 2001 TOT. 33`.0 R'S:E SEAN - 33695 EACH FACE OF TRUSS, At10 UIIL ESS OTHERWISE LOCATED 011 THIS DESIGN, PDSITION CONVECTORS PER .* * , DRAY HGS 160 A-7. TIIE SEAL 011 TH S DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING PESPONSI0ILITY SOLELY FOR THE TRUSS C011POIIEIIT DESIGII SHOWN. THE SU I7 USE OF TN]S CIVIL `Q, OUR .FAC . 1.25 - FROM MD Alpine Engineered Products, Inc. ABILITY AND Q� Sacramento, CA 95828 COHP011ENT FOR ANY PARTICULAR BUILDING IS TIIE RESPOIISIBILITY OF THE BUILDIIIG DES[GIIER. pEll FCFCALIF SPACING 24-0" AN"TPI 1.1995 SECTION 2. T 0 oo M CD m I- C -13 —i CD CD '-1 00 O IlUarmu115-walKer/ marmore ave. - gZ 22'5 comn IHL-u uwu rnerRHcu rlm9 wrirul ut —rul lw— a �_�,�.�•, �� ���•• •-•- --• ••--- - TOP CHORD 2x6 OF -L #2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC BOT CHORD 2x4 DF -L #1 @ 24.00" OC, BC @ 72.00" OC. WEBS 2x4 OF -L Standard :Lt Hedge 2x6 DF -L #2::Rt Wedge 2x6 DF -L #2: DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. , PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE•LOAD PER UBC.. 145X4= G W2X4(A1) = W2X4(A1) _ 10 T L-_2-0-0 O-9-7 0-9-7 2-0-0:+ L_ 11-2-8 J- 11-2-8 J 22-5-0 Over 2 Supports i', I 6`�= R=844 W=5.5•' R=844 W=5.5" K^� -tea PLT TYP. Wave TPI -95 RDesign Criteria: TPI STD CA/ -/I/-/- - F �421e =.25" Ft. Longfellow Lumber "WARNING TRUSSES REQUIRE EXTREME CARE ID FABRICATION. HANDLING. SHIPPING, 111STALL11IG AND TC LL 16.0 Fr1 R427--81733 89 Loren AVenUe, Chico CA 95928 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE OLD W [. Fy `� E INSTITUTE, 583 O'ONOFRIO OR". SUITE 200, MADISON, RI S3719). FOR SAFETY PRACTICES PRIOR TO i T C D L 1 0. O�P� F E 08/16/01 PERFORMING TIIESE FU MCTI ON S. LIKESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �%•'1 "'IMPORTANT•• FURNISM AUC OPY OF THIS OF SI GN TO TIIE IIISTALL AT CONTRACTOR. ALPINE ENGINEERED 8C DL 7 . SF 4,�n LV CAUSR427 01228028 PRODUCTS. INC. SHALL NOT E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 005 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AHO 8C LL 0.0 S ENG LUT/G41H O PADING OF TRUSSES, TIIIS 0ESIGII C011FORMS WITH APPLICABLE PROVI510115 OF NDS (NATIONAL DESIGII CON NECTORSI AREPMADESOFO2OGATASTMHA653AGR40RGALV. STEEL, EXCEPT ASI�NOTED. TAPPLYACOHIIECTORS TO *' A 16 2001 * TOT.LD. 33. INE S -�SEQN - 33697 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A-2. TIIE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING LSr CIVIL �P DUR.FAC. 1.25 � FROM MD Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU17ABILITY AND USE OF TI11S QTS 1 $BCFODIelllb, CA 95829 COMP ON[1) F0995Ali 5E PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER CIF C:AUF SPACING 2 4 . 0 (EDarmu115-walKer/ marmore ave. - H1 lb' #1 HIP TOP CHORD 2x6 DF -L #2 :T2 2x4 DF -L #1: BOT CHORD 2x4 DF -L #1 ' 14EBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IBRACE TOP CHORD WITH PURLINS•AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. W2.5X4 In I] uwu rncrAn[u riturl buPlrumn lurid LL—vj a o, . --- -• --- IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. W2 .5.X4 T 0 0 L-2-0-0---.1 L�--2-0-0--j I 5-0-0 I 6-0-0 I 5-0-0 I 16-0-0 Over 2 Supports _ R=1002 W=5.5" R=1002 W=5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 - F `,') —S�ale =.375" Ft. Longfellow Lumber 89 Lofen Avenue, Cluco CA 95928 "WARNING" TRUSSES REQUIRE EXTREME CARE III FABRICATION. HANDLING. SHIPPING, IIISTALLIIIG AND BRACING. REFER TO IIIB-91 (IIANDLING IIISTALLIIIG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 O'ON0 It 10 DR., SUITE 200. MADISON. 111 53719)• FOR SAFETY PRACTICES PRIOR TO PERFORMIIIG'THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S7RUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIIIG. —IMPORTANT— FURNIS"A COP Y OF THIS DESIGN TO THCIHSTALLATI011 COIITRACTOR. ALPINE ENGINEERED Q�� w � y�..B 0 9 YYY��Y111 TC T C BC LL D L DL 16.O:,eSF... 1 0. 7 PR F R427 -81741 0 P S F'- f E 08/16/01 01-N1T NO..jP S QR W CAUSR427 01228039 ALPINE PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY OEVIATIOR FROM THIS DESIGN; ANY FAILURE TO OUILO THE TRUSSES Ill CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS UITH APPLICABLE PROVISIONS OF NOS (NATIDNAL DESIGN U B C L L 0 . 0 PSP' L V T / GW H APPLYALPINE CDNREC70R SL AREPMAOESOFD20GATASTMMA653AGR40RIST GAL VAI(STEEL, EXCEPTD A ER AS OC ( ASI NOTEDt. TPI. CONNECTORS TO >t A u j 1 6 2 00 1 * TOT . L D. 3 3 6 P S^F � S E O N - 33736 AlpineEnSineeredProducls, Inc. $OLTOf11CCLIO, CA 9$828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON IN IS BESIGN, POS1T10" CON"'CTORS PE0. DRAUINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRDFESSIOIIAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPO HINT OESIGH SHONII, TIIE SUITABILITY AHD USE OF THIS COMPOIIE NT FDR ANY PARTICULAR 0U[LOItIG IS THE RESPOt1SIBILITY OF TIIE BUlLDItIG BE SI6tIER, PER ANSI/TPI 1-1995 SECTION 2. CAVIL �a �P 9)� Ot" Of'CAL►F DUR .FAC . 1„Z,5 ^' .::y+ FROM MD SPACING 24 i0?`may 1 0 00 0 z 0 a a w w c� z 0 a T U z a w w z 0 z w a a m 00 00 M Xc CID w Cm jr) —1 —i 0 CO W 0 (marm0115-walker/ marmore ave. H2 16' HIP TOP CHORD 2x6 DF -L #2 :T2 2x4 DF -L #1: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS'RESPONSIBLE FOR CONVENTIONAL FRAMING. 1,12.5X4 V13X6 (R) //� IVCX4 (Al) =- �—\ 'A- L--2-0-0- T L-2-0-0---3 L_ 7-0-0 1 2-0-0 I 7-0-0 I 16-0-0 Over 2 Supports R=626 W=5.5" a R=626 W=5.5" PLT TVP. Wave TPI -95 R Design Criteria: TPI STD CA 1 - Scale =.375" Ft. Longfellow Lumber 89 Loren Avenue, Chico CA 95928 •`WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDL[NG, SHIPPING, INSTALLING AND BRACING. REFER TO IIIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ItISTITUTE, 503 O'OIIOFfl10 DR.. SUITE 200, �1" W y� �i1'+ TC LL 16.0 PSF RlEF . R427--81698 IfAD1S0I1, 111 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI0115. UNLESS OTHERWISE INDICATED, 70P CHORD SIIALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL �O1fl `!% TC DL 10.0 P , DAT 08/16/01 .STRUCTURALHAVE A PROPERLY ATTACHED RIGID CEILING. `IMPORTANT'• FURL IS" A COPY OF THIS OESIG1I TO THE IIISTALLATIOII CONTRACTOR. ALPINE ENGINEERED INC. SIIALL NOT OE RE PO SIBLE FOR AN OEYIATION FROM THIS DESIGN; ANY FAIIURE TO W BC DL 7.0 PSF `J'R,yl CAUSR427 01228040 - f°GG, 1 ALPINE BUIID THE TRUSSES III CONFORMAIICE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING All BRACI116 OF TRUSSES. THIS DES160 CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 7HE _ O B S B C L L 0.0 `G NG LUT / G V1H AMERICA" FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COONE CTORS ARE MADE OF 206A AU 1 6 OO 1 ''^ ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY COHNECTORS TO EACH FACE OF TRUSS, AND Ulf LE SS OTH EANI SE LOCATED ON This DESIGN, POSIT 1011 COHNECTORS PER *. * TOT . L D . 33.0 PSF �`� E QIV - 33739 OUR .FAC . 1.25 I' RAl''1 MD AlpineEngineecedProducLS,inc. Ofl ANIIIGS 160 A -I. THE SEAL Oil THIS ORA 1NU0 CATES ACCEPTANCE OF PROrESS10HAL EIIGINEE RI NG RESPONSIBILITY SOLELY FOR THE TRUSS COHPOIIENT DESIGti $NOIIII. THE SU17ABILITY AND USE Of THIS d),. CAVIL 9 a� Sacramento, CA 95828 COMP011 E tlT FOR ANY PARTICULAR BUILDING 1S THE RESPONS]B TLIIY OF TIIE BUILDI No DESIGNER, PER C)F SPACING 24.0" ANSI/TPI .1995SECTION 2. - CAL%f LfD (marm0115-walker/ marmore ave. - I1 MONO HIP 8' SB CD TOP CHORD 2x6 DF -L #2 :T2 2x4 OF -L #1: \ C11 BOT CHORD 2x4 DF -L #1 In WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. #1 HIP SUPPORTS 8-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. 0 a .a W w z O a T BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. W2.5X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 617YA YR) IN UA2Uft&TAW=I11111 l91 . 5 A 4 III 4-0-4 9-0-0 IScale =.375"/Ft. REF R427--82004 DATE 08/16/01 DR W CAUSR427 01228051 CA -ENG LVT/GWH SEQN - 63663 FROM MD 0 �2-0-0� 8-0-0 1 11 8 r 00 "I--9-11-8 Over 2 Supports R=665 1.1=5.5" R=876 W=5.5"a° <r PLT TYP. Wave TPI -95 R Design Criteria: TPI STD [N FABRICATION, HANDLING, SHIPPING, INSTALLING AND CA 1 TC LL / 16"l3 PSS to _q LongCellowLOmber ••WARDING*• TRUSSES REQUIRE EXTREME CARE Chico r 95928 DRACIIIG. REFER TO 1110-91 (HANDLING IIISTALLl11G AND BRACING), PUBLISHED BY TP1 (TRUSS PLATE 89 Loren Avello Lumber TO INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISON. HI 537191. FOR SAFETY PRACTICES PR ORATTACHED � O4p W. L,� �l`I 'O_ TIC DL 1 'P'S( PEOFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT ACIIEO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACUED RIGID CEILING. 'C BC DL .,,•, S F .--1 p IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEV IATION FROM THIS DESIGN: ANY FAILURE TO Ir DD S •P 'a 1 "P,S F� \ %O • BUILD THE TRUSSES IH CONFORMANCE WITH TP.1; ORFABRECATING, IIAROLEtIG, SIIIPPIHG, IIISTALIING AIID BRACIIIG Of TRUSSES. THIS DESIGN CONFOANS WITH APPLILAOLE PAOYI S10N5 OF NOS (IIATIOIIAL DES16N ALPINE B C L L 0 I�� a' Z .4 SPECIFICAT1011 PUBLISHED BY THE AMERICAG FOREST AND PAPER ATION) AND TPP. ALPIt1E ASSOC]E%[EPT CONVECTORS TO A 1 6 20 0 1 * TOT. L D . 3 . 0 ._P F \ W COUNECTORS ARE RADE Of 20GA ASTN A653 GRAD GALV. STEEL. AS VOTED. APPLY EACH FACE OF TRUSS. AIID UGESS OTHERWISE LOCATED 011 THIS DESIGN, POSITION CONNECTORS PER # D U R '1 25. C DRAWINGS 160 A 2. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIIIEEflIIIG Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOUN. THE SUITABILITY AND USE OF TII[S PER Aj', Civl� \p .FAC . �rFOFCALIF" 24.0'11 ucl COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS181LITY OF THE BU IInIHG DESIGNER, Alpine Engineered PfOdUC15, P SPACING $EngienredPro AIISI17P1 1.1995 SECT I OH 2. IScale =.375"/Ft. REF R427--82004 DATE 08/16/01 DR W CAUSR427 01228051 CA -ENG LVT/GWH SEQN - 63663 FROM MD In LF) 0 0 12 0 a a w w z 0 a T U z rx w H z w ruTc n%ar_ DDCDADcn cnnm rnAIPNTFR TNPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (marmUllb-Wamer/ marmore ave. - lc mu1Yu 7 - TOP CHORD 2x6 DF -L #2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC BOT CHORD 2x4 DF -L #1 @ 24.00" OC, BC @ 72.00° OC. WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 III L ----2-0-0--j 9-11-8 Over 2 Supports j R=456 W=5.5" R=305 W=5.5" 5-6-2 '9-0-0 UZI 3 1 `73 171 rin PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 - - W,'le =.375" Ft. LDogrellow[umber "WARNING*•TRUSSES REQUIRE EXTREME CARE Ill FABRICATION, HANDLING. SHIPPING. INSTALLING Alto TC LL 16,0 PSF R427--82005 89 Loren Avenue, ClLico CA 95928 BRACING. REFER TO HID -91 (HAtIDL1116 INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBI D'OIIOFRID OA.. SUITE 200, MADISON, MI 53719), FOA SAFETY PRACTICES PRIOR TO 08/16/01 �C TC DL 10.0 MD" 08/16/01 PERF ORM111G THESE FUIICTIONS. UNLESS OTHER MISE INDICATED. TOP LHORD SIIALL HAVE PROP ERIY ATTAC11E0 'q` STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 81610 CEILING, —IMPORTANT" FURNISM A COPY OF THIS DESIGN TO THE IN ON CONTRACTOR. ALPINE ENGINEERED BC DL 7 .0 PSF AUSR427 01228052 PRODUCTS, INC. SHALL 1107 8E RESPONSIBLE FOR All Y DEVIATION FROM TI11S DESIG11 ANY FAILURE TO O 8 05 �p,� BU110 THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIPPIIIG, IIISTALLING AND B C L L O . 0`713 P F l.iA-ENG L VT / G W H ALPINE BRACING OF THUSSES. THIS DESIGN CONFORMS WITH APPLICAO LE PROVISIONS 0f 11DS (NATIONAL DE 51611 SPEC[F ICATI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * A I6 2001 �,. TOT.LD. 33.0 PS SEON - 6366 EACH FACE OF TRUSS, AqD UHLESS OTHERWISE LOCATED Otl THIS DESIGN, POSIT)0" CONNECTORS PEO DRAWINGS IGD AE. TME SEAL ON THIS DR AXItIG INDICATES ACCEPTANCE OF PflOFESSI017AL EtIG111EERItIG LS�. CIVIL \P DUR. FAC. 1.25 FROM MD PESPONS IB[LB SOLELY FOR THE TRUSS COMP011 E IIT 0E51 GIt 5110Vt1. THE SUITABlIITY AIIO USE OF THIS Alpine Engineered Products, Inc: C014POIlEIII FOR AIIY PARTICULAR BUILDING IS TME flESPOR OILI7Y OF IN BUILDING DESIGNER, PER q�OFL+ FO SPACING 24.0" SBcfanen(O,CA95828 AHS1/TPI 11995 SECTION 2. In In 0 0 I __ 0 r_ 0 a a w w z 0 a T 0 00 M Co Cn w cM In r -I .i 0 —4 00 O (Narmullb-walKer/ marmore ave. - K.1 Id- Hll'Jtl b" M7 TOP CHORD 2x6 DF -L #2 :T2 2x4 DF -L #1: BOT CHORD 2x4 DF -L #1 WEBS 2x4'DF-L Standard [PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 6-0-0 JACKS -WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. 1J04 bI4X4 i W2. 5X4 = ICTnM c� CIIRMTTTLn RV TRIICC 1,1FR IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC 10 PSF BC LIVE LOAD PER UBC. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 3.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE Pb HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 4-2-15 OC. W4X4(A2) = - W4X4(A2)"=_ Y", L-2-4-0�J L-2-4-0�j Pol I 6-0-0 I 6-0-0 I 6-0-0 —1 18-0-0 Over 2 Supports R=1247 W=5.5""+ R=1247 W=5.5" O7, =moi PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA 1 rx, C---SCale =.25" Ft. Longfellow Lumber 89 Loren Avenue, Chico CA 95928 -WARNING" TRUSSES REQUIRE -EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANDTC BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE W. �( � y� yGl LL 16 .0IE O k_) R427 81743 INSTITUTE. 583 D'OIIOFRIO DR., SUITE 200, MADISON, HI $3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED i TC DL 10.0 ,Y.,`�ry r(yA�E� 09 16/01 , STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Ci cr B C D L 7 . 0 P S , Y R;IU cnusRaz7 olzzeoaz BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND (I 8C LL 0.0 P AmrNG CVT/GWH rEA ALPINE BRACIII6 OF TRUSSES. 711ISOES1611 COIIfORMS WITHE APPLICABLE PROVISIONS OF 1109 (IIATIONAL DESIGN TOT . L D . 3 3 . 0 P N - 33692 C FI ATI AN PA AS [ T u 16 2001 ASIIN7OTE0110 COI N ECTOR SSPE AREPHADEUSLISOFD20GA-AST14 A653A GR40RGALY. STEEL,0 EXCEPTAPPLYALPINE CONNECTORS TO EACH FACE OF TRUSS. AND UTILE SS OTHERWISE LOCATED ON THIS DESIGII, POSITION CONNECTORS PER DRAWINGS 160 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NESP0a IBILITY SOLELY FOR TIIE TRUSS COIIPOUENT DESIGII SH01111. TIIE SUITABILITY AND USE OF TN15 * * �q CNII- �. D U R .FAC . 1 . 25 ,.. ROM MO Alpine Engineered Products, Inc. COMPONENT FOR A11Y PARTICULAR BU IL or IS TIIE RESPOt 81I.TTY OF THE BUILDING, OFSI'WER. PER �CFCALIFC SeCremeolo,CA95828 SPACING 24.0" AHS[ITPI 1-1995 EC 102. (marm0115-laalker/.marmore ave. - M1 HIPMSTR 6' SB ) TOP CHORD 2x6 DF -L #2 :T2 2x4 OF -L #1: C`4 BOT CHORD 2x4 OF -L #1 o WEBS 2x4 DF -L Standard IQ PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. 's EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ a --� 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 w _ 13,.2.1(FIG.33), OR OWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES ' AT 5-7-14 OC. 414X4 10 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC TRUSSES TO BE SPACED AT 27.0" OC MAXIMUM. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIOLE FOR CONVENTIONAL FRAMING. BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. W4X4- M\ 4!3X6 (A1) -0-0 I 7-0-0 19-0-0 Over 2 Supports R=1257 I.1=3.5" 6-0-0 1 R ue�lyll VI Itcl til. I A Ott `•NARNING•• TRUSSES REQUIRE EXTREHE CARE IR FABRICATIOII, NAIIDLING, SNIPPING, INSTALLING AND HRACING. REFER TO 11,18.91 (HANDLING 111STALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INST ITUTE. SB3 D'O11 FR IO DR., SO TE 200• MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCT10115, UNLESS 07HERHISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATiA[N[0 STRUCTURAL PANEL 5. BO7 TOM CHORO SIIALL HAVE .A PROPERLY ATTACHED RIGID CEILING. ••IMPORTAIIT'• FUR III SN A COPY OF THIS DESIGN 10 THE IHSTALLA710N CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. STT I NOT BE RESPOIISIBLE FOR ANY OEYIATIOH FA ON TMS DESIGN; ANY FAILURE TO BUILD 7NE TRUSSES IN [ONfORMAtICE HITO TPI; OR FABBICATING, NAIIDLING, SNIPPING, INSTALLING AN BRACIIIG OF TRUSSES. THIS DESIGN CON FOA NS WITH APPLICABLE PROVISI0115 OF LIDS (H Ai ION AL DESI Gil SPECIFICATION PURL ISHEO OY THE AMERICAu FOREST At10 PAPER ASSOCIATION) AND TPI. ALP I9E CONNECTORS ARE I/AOE OF 20GA ASTN A657 GftAO GALV. STEEL. EXCEPT A5 HOTEO. APPLY Co' HECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESIGII, POS17lOt1 CONIlECTORS PER DRAWINGS 160 A•X. THE SEAL 011 THIS DRAWING 11101CATES ACCEPTANCE OF PROFESSIONAL ENG111EERr11G AESPOIISIBILITY 50L0.Y i0R THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AILD USE OF T1115 COMPONENT FOR ANY PARTICULAR BUILDING 15 TILE RESPONSIBILITY OF THE BUILOI14G DESIGNER, PER AII51/TPI 1-1995 SECTION 2. g-6-6 _ - TC LL O�R,SF' ; T C D L � S BC DL �IPSF B C L L P'S � ' TOT . L D . JJ 3� R 9-0-0 NJJXb(A1J = - _I J, R=1257 41=3 CA 1 "� ._ Scale =.375" Ft, PLT TYP. Wave TPI -95 Longfellow Lumber 89 Loren Avenue, Chico CA 95928 _ ALPINE Alpine Engineered Products, Inc. Sacramento, R ue�lyll VI Itcl til. I A Ott `•NARNING•• TRUSSES REQUIRE EXTREHE CARE IR FABRICATIOII, NAIIDLING, SNIPPING, INSTALLING AND HRACING. REFER TO 11,18.91 (HANDLING 111STALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INST ITUTE. SB3 D'O11 FR IO DR., SO TE 200• MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCT10115, UNLESS 07HERHISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATiA[N[0 STRUCTURAL PANEL 5. BO7 TOM CHORO SIIALL HAVE .A PROPERLY ATTACHED RIGID CEILING. ••IMPORTAIIT'• FUR III SN A COPY OF THIS DESIGN 10 THE IHSTALLA710N CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. STT I NOT BE RESPOIISIBLE FOR ANY OEYIATIOH FA ON TMS DESIGN; ANY FAILURE TO BUILD 7NE TRUSSES IN [ONfORMAtICE HITO TPI; OR FABBICATING, NAIIDLING, SNIPPING, INSTALLING AN BRACIIIG OF TRUSSES. THIS DESIGN CON FOA NS WITH APPLICABLE PROVISI0115 OF LIDS (H Ai ION AL DESI Gil SPECIFICATION PURL ISHEO OY THE AMERICAu FOREST At10 PAPER ASSOCIATION) AND TPI. ALP I9E CONNECTORS ARE I/AOE OF 20GA ASTN A657 GftAO GALV. STEEL. EXCEPT A5 HOTEO. APPLY Co' HECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESIGII, POS17lOt1 CONIlECTORS PER DRAWINGS 160 A•X. THE SEAL 011 THIS DRAWING 11101CATES ACCEPTANCE OF PROFESSIONAL ENG111EERr11G AESPOIISIBILITY 50L0.Y i0R THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AILD USE OF T1115 COMPONENT FOR ANY PARTICULAR BUILDING 15 TILE RESPONSIBILITY OF THE BUILOI14G DESIGNER, PER AII51/TPI 1-1995 SECTION 2. + [ �QfESS�Qp� Q 'lye (��, of 5~ CL �� OW�C * ,C.,, C� v-hN �CA1� _ - TC LL O�R,SF' ; T C D L � S BC DL �IPSF B C L L P'S � ' TOT . L D . JJ 3� R REF R427 -'S DATE 1 0 / 2 012 DR41 CAUSR427 C A -ENG N A H / C S E O N - 36566 DUR.FAC. 1 ,,r. FROM KD SPACING 7 0" 4262 4/01 97007 WC (marmO115-walker/ marmore ave. - HAT 1 TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 24.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. FOR PIGGYBACK DETAILS REFER TO DRAWING PIG8ACKA0201. BRACE TOP CHORD OF SUPPORT TRUSS WITH PURLINS SPACED 24" 0/C MAXIMUM. 0-6-6 W04= W2.5X4(B1) I �-\ a2�-\ \ W1.5X4(tS1) = 0-3-12 0-3-12 x 8-8-4 I 8-8-4 �l T 0-6-6 �9-0-0 17-4-8 Over 2 Supports J� I TY R=590 PLT TYP. Wave TPI -95 LBng(ellowLwllber 89 Loren Avenue, Chico CA 95928 ALPINE Al ine Engineered Products, Inc. P Sacramento.CA95828 W=3.5" R Design Criteria: TPI STD "WARNING'" TRUSSES HEOUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO ,10-91 (HAIIDLIIIG INSTALLING AILD BRACING). PUBLISHED BY TPI (TRUSS PLATE ItISTITUTE,SB3 D'ONOFRIO DR.. SUITE 200, MADIS011,UI57119). FOq SAFETY PRACTICESPftXOR TO FORT{ING TIIE SF FUIICTI0115, UNLESS OT NERNISE IIID ICATED, TOP C110RD SNALI IIAVE P0.0PEfl LY ATTACHED STRUCTURAL PANELS,BOTTOM CHORDSHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `•IMPORTANT" FURNISII A COPY OF THIS DESIGII TO THE INSTALLATION CONTRACTOR,ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUl THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AILD BNACl NG DF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGII SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIIIE CONNECT R5 ARE MADE OF 20GA AST A653 GR40 GALV, STEEL. EXCEPT AS NOTED. APPLY COIIPECTOgS TO EACH FACE OF THUSS. AND UIIL ESS OTHERHISE LOCATED OIC THIS DES III POSIT IDN COIIIIECTORS PEP DRAWINGS 160 A-2. TIIE SEAL ON THIS DRAWING INDI[ATE5 ACCEPTANCE OF PROFESSIOIIAL EIIGiNEERItIG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CONPDIIEIIT FOR AIIY PARTICULAR BUILDING IS THE HESPONSIBILIIV OF THE aUILDING DESIGNER, PER AIISI/TPI 1.1895 SECTTON 2. R=590 OLp W. ti Q. ` Zy1PEP y 5 AU 9 1 6 20 0 1 * �/� CMV- P 9TF OFCALif W=3.5" �•y d TC LL 16 CA/-/l/-L-nPS��P;> TC DL lOE BC DL 7J B C L L 0.0 P N�. TOT . L D . 33. b P - ale =.375" Ft. R427--82006 08/16/01 CAUSR427 01228053 —EA -ENG L V T/ G W H S E Q N - 63668 D U R -FAC . 1.25 FROM M D SPACING 24.0" In In 0 In M 0 0 a a w w U z 0 a T z H w w z 0 z w a a 0 00 M 10 rn Q w Z (marm0115-walker/ marmore ave. - HAT 2 HIP HAI TOP CHORD 2x6 OF -L #2 :T2 2x4 DF -L #1: BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BUILDING DESIGNER IS -RESPONSIBLE FOR CONVENTIONAL FRAMING. FOR PIGGYBACK DETAILS REFER TO DRAWING PIGBACKA0201. BRACE TOP CHORD OF SUPPORT TRUSS WITH PURLINS SPACED 24" 0/C MAXIMUM. n - 0. nTMrAwTnNCY CIIRMTTTFn BY TRUSS MFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 2-9-15 OC. 412. 5X4 W1yA = W2.5X4 W2X4(A1) W2X4 (A1) \-\ oa�v a 9-0-0 0-3-12 0-3-12 sr I 3-4 4 I 10-8-0 I 3-4-4 I 17-4-8 Over 2 Supports l R=614 W=3.5" R=614 44=3.5".;. Q13 .375" Ft- PLT TYP. Nave TPI -95 R Design Criteria: TPI STD CA 1 - � °' Scale =.375"/Ft. Longfellow Lumber LongfellowLumber 89 Loren Avenue, Chico CA 95928 'SWARMING TRUSSES REQUIRE EXTREME CARE III FABRICATION. HANDLING. SHIPPING, INSTALLING AILD BRACING. REFER TD IIIB-91 (HANDLING III STALL AND BRACING), PUOLISIIED BY TPI (TRUSS PLATE 11157 1 TOTE. 587 0.0110 FR IO DR., SUITE 2D0. MADISON, UI 577 19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIOIIS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Lp W. F i TC LL TC DL 16.0 f.S1F O l0 (aS.F9 { �� REF R427--82007 DATE 08/16/01 ALPINE Alpine Al Ina ED eyed Products, Inc. P Sacrament 0,CA9$828 STgUtT UR AL PAl1ELs, 00TTOH CHORD SHALL IIAVE A PROPERTY ATTACHED RI GIO CEII IIIG. —IMPORTANT' FURNISH A COPY OF THIS BEST GtI TO THE INSTALLAT1D11 COOTRACTDR. ALPINE EIIGIIIEER ED PRODUCTS, [NC. SMALL HOT BE RESPONSIBLE FOR AIIY DEVIAT IDH FROM THIS DESIGN;. AIIY FAILURE TO BUILD TH TRUSSES III CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SMI PP111G. INSTALLING At10 BRACING Of TRUSSES. THIS DE 516" C011 FORMS H1TH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN SPECT FICATI011 PUBLI STIED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) OFTPI. ALPINE CONNECTORS ARE "ADE OF 20GA ASTH A653 GR 40 GALY, STEEL, EXCEPT AS IIOTEO. APPLY CONIIECTORS TD EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN, POST T1011 C0NHECTORS PER DRAWINGS 160 A -T. THE SEAL ON THIS DRAWING IHDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIIIG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIIT DESIGN SIIDWII. THE SUITABILITY AND USE OF TIIIS COMPOtiEUT FOR AIIY PARTICULAR OUILOIIIG IS THE RESPONSIBILITY OF THE BUILDItIG Of 111ER. PER ANSI/TPI 1-1995 SECTION 2. 5 ZT 0 *. Aug 16 2001 * ASy, C1Vit- � 9TF0pCALIF BC DL BC LL 7 .0 P�SF r E . 0.0 `PSE �v DRIJ CAUSR42I 01228054 CA -ENG LVT/GIdH ,- TOT.LD. 33.0,,P�S SEAN - 63670 D U R .FAC . 2 5 F FROM M D SPACING 24.0" JK -W (marm0115-Talker/ marmore ave. - 113 FLIP HAT ) TOP CHORD 2x6 DF -L #2 :T2 2x4 OF -L #1: C'I BOT CHORD 2x4 OF -L #1 o WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE.7.3.3. FOR'PIGGYBACK DETAILS REFER TO DRAINING PIGBACKA0201. BRACE TOP CHORD OF SUPPORT TRUSS WITH PURLINS SPACED 24" 0/C MAXIMUM. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, BRACE TOP CHORD WITH PURLINS AT 24.00" OC IN LIEU OF STRUCTURAL PANELS. U , z W z c 412.5X4 z W1.5X4 III 6 T2 0-10-6 1 9-0-0 411.5X4 III W2X4(A1) = 411.5X4 III 0 0-3-12 3-2-0 _I co co « 4-10-4 Over 2 Supports • � �� y a -r �_J 16Ao R=188 W=3.5" rn R=148 I.1=3.5" , e. E�> CA/ -/11-' Scale =.375" Ft- c`I c`I PLT TYP. Wave TPI -95 Longfellow Lumber R Design Criteria:' TPI STD UBC •`NARIIIIIG•` TRUSSES REQUIRE EXTflFME CARE IN FABR]CATIOM, MAIIDlII1G, $IIIPPItIG, INSTALLING AILD AND DRACIIIG), PUBLISHED BY TPI (TRUSS PLATE 19 epFESS/p,�,� �Q TC LL �Fy. 16.0 `FF REF R427- -84261' D 1 891.orcnAvumD,ChicoCA95928 BRACING. REFER 70 HIB•91 (HANDLIIIG IIISTALLIIIG INSTITUTE, 503 O'OHOT IO OR., SUITE 2D0. MA0150N, NI 53719). FOR SAFETY PRACi10E5 PRIOR TO HAVE PROPERLY ATTACHED t '!' TC DL I"U `D J l -' DATE 10/24 / 'i PERFORMING THESE FUIICT 10115. UNLESS OTNCRNI SE It101[ATED, TOP CHORD SHALL STRUCTURAL PANELS, BOTTOM CHORD SII ALL MAY A PROD ERLT ATTACHED RIGID CEILING. ENGINEERED ��t` pQ 0 ,pq fir` 'BC DL 7 .0 ,SF DRW CAUSR427 01297006 "`IMPORTAt1T'• FURNISH A COPY OF THIS DESIGN TO TIIE INSTALLATION COUTRACTOR. ALPINE PRODUCTS, INC. SHALL t10T BE RESPONSIBLE FOR ANY DEYIATIOB FROM THIS OESIGR; ANY FAILURE TO INSTALLING AND 4 9 BC LL �rts*O.eTjn F - CA -ENG LVT/CWC C CD E BUILD THE TRUSSES IN CONFORMANCE HITII TPI; OR FABRICATING, HAIIDL)NG, SHIPP❑IG, BRACIIIG OF TRUSSES. THIS DES1611 COLIFORMS WITH APPLICABLE PROVISIONS OF NDS (IIALPINE DESIGN AND TPI. ALPINE * `��• 3 3 0.:j s S E Q N - 66777 N AL P I N SPIFICATI011 PUOLISIIED OY TIIE AMERICAN FOREST AND PAPER ASSOCIATIOU) NAGE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS VOTED, APPLY CORRECTORS TO I� TOT . L D . . p CONVECTORS ARf EACH FACE OF TRUSS, AND UIILESS OTHERWISE LOCATED Oil THIS DESIGN, POSITION CONVECTORS PER DRAWIIIGS 160 A•7. THE SEAL ON THIS ORANIRG IIIDICATE$ ACCEPTARCE OF PROFESSIOt1Al ENGINEERING EftIIIG AND USE OF (HIS ` �w■�� DUR .FAC . 1 . 2 ' FROM KD ,...! Alpine EngineeredProducls,IDC. RE111)'1UILITY SOLELY FDR THE TRUSS COHPONEIIT DE Wil. SIIONN, TNC SUITABILITY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE UU ILUItIG DE5I GOER. PEII 414 SPACING 24. 0, $uCrnmenl0, CA 9582E f.011P011E qT FOR AIIY ARSI/TPI 1-1995 SECTION 2, . This safety alert symbol is used to attract your A& attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° !tis the responsibilityof the installedbuilder. building contractor, licensed contractor. erector or erection contractor) to properly receive, unload, store, handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed wam- L ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. ,A4 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. Y �TRU,SSZTORAGE ' CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be JA supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless JA begins. Care should be exercised in banding re- A properly braced. Do notbreakbands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. EA WARNING: Do not lift bundled trusses by the DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. ® is extremely dangerous and should be strictly prohibited. Frame 1 4 Up to 24' 1 3/12 1 8' 1 17 1 12 1/2" Over 24'- 42' 3/12 7' 1 10 1 6 48" Over 42' - 54' 1 3/12 1 6' 1 6 1 4 5' Over 54' 1 See a registered professional engineer 6' DF - Douglas Fir -Larch SP - Southern Pine v HF - Hem -Fir 8' SPF - Spruce -Pine -Fir o* 9' o0� Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse ifthere is nodiago.. nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. Or A. - PLUMB 1 I I Truss D th 12 0 —13 or 9- greater All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater =45o Attachment Required AWARNING: Failure to follow Wese recommendations could result In severe personal injury or damage to trusses or buildings. ep I D(in) I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1/4" 1 1' 24" 1/2" 2, 36" 3/4" 3' 48" 1 " 4' 60" 1-1 /4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 1 2" 8' 108" 1 2" 9' BOW 1 T L(in) L(In) 'U200 L(ft) 50" 14" 4.2' 100" 1/z, 8.3' 150" 3/4" 12.5' L(In) Lesser of U200 or 2" L(in) U200 L(ft) 200" 1 " 16.7' 250" 1-1/4" 20.8' 30a' 1-1 /2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. t DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed, , on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir f$ei 1v05 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 P.ARALL E L1111 TOP CI10RD CHORD'TRUSS`..: TOP CHORD DIAGONAL BRACE. MINIMUM LATERAL BRACE SPACING (DBS SPAN DEPTH SPACING(LBs) #trusses togetherand cause collapse if is no diago- 10° U to 32 3- 8' 16 10 Over 32'- 48' 42" 1 6' 1 6 1 4 Over 48'- 60' 48" 1 5' 1 4 1 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir f$ei 1v05 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All latebraces al I braces lapped / at least two trusses. End diagonals are essential for stability and must be duplicate on both ends of the truss system. =45° 'oTr 20'(pgs) sses qq�s 0FIHF 2' 01 `egcS o09`L AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chorda that are laterally braced can buckle togetherand cause collapse if there Isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topaide of the top chord. 15 Je, 30° or greater Continuous Top Chord Lateral Brace Required I 10' or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 2x4/2x6 P.ARALL E L1111 Continuous CHORD'TRUSS`..: Top Chord Lateral Brac Required Top chords that are laterally braced can buckle togetherand cause collapse if is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required All latebraces al I braces lapped / at least two trusses. End diagonals are essential for stability and must be duplicate on both ends of the truss system. =45° 'oTr 20'(pgs) sses qq�s 0FIHF 2' 01 `egcS o09`L AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chorda that are laterally braced can buckle togetherand cause collapse if there Isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purlins are attached to the topaide of the top chord. 15 Je, 30° or greater Continuous Top Chord Lateral Brace Required I 10' or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. AWARNING: Do not attach cables, chains, or hooks to the web members. Tag Line /610° so° ess or less a Approximately Approximately Tag 1/2 truss length '/z truss length Line Truss spans less than 30'. 1 Lifti Spreader Bar Toe In Spreader Bar Toe In Approximately Less than or equal to 60' Approximately Less than or equal to 60' 1AWARNING: Do not lift singletrusses with spans greater than 30' by the peak. the lifting device until the ends of the Approximately i truss are securely fastened and tempo- 7/3 to 3/4 truss length rary bracing is installed. Greater than 60' Tag Line Tag Line Strongback/ SpreaderBar 1�O.0 Toe In At or above mid -height Tag Tag7/3 to 3/, truss length Line Line Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a' different bracing arrangement is desired. The engineer may design bracing in accordance %i Ith TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. 1 ng devices should be connected to the truss top chord with a closed-loop Strongback/ attachment utilizing materials such as slings, chains, cables, nylon strapping, SpreaderBai \ Toe In" etc. of sufficient strength to carry the 1 weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the Approximately i truss are securely fastened and tempo- 7/3 to 3/4 truss length rary bracing is installed. Greater than 60' Tag Line Tag Line Strongback/ SpreaderBar 1�O.0 Toe In At or above mid -height Tag Tag7/3 to 3/, truss length Line Line Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a' different bracing arrangement is desired. The engineer may design bracing in accordance %i Ith TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. 1 Top chords that are laterally braced can buckle togetherand cause collapse ifthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. =W DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required 92 of �esg A& WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28' - 42' 3.0 6' 1 9 6 Over 42' - 60' 1 3.0 5' 1 5 3 Over 60' 1 See a registered professional engineer DF -Douglas Fir -Larch ' SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir I Continuous Top Chord Lateral Brace —� All lateral braces Required lapped at least 2 trusses. 10° or Greater Attachment Required L_/ _ a =4e Frame 3 0 v ao0� Com i" ,1, e`' �Q Top chorda that are laterally braced can buckle yhQQ� togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed ^I, to the underside of the top chord when purlins are attached to the topside of the top chord. TOP CHORD :... 'TOP CHORD DIAGONAL BRACE' lily MINIMUM LATERAL BRACE SPACING (DBS SPAN' PITCH SPACING LB ( 5i #arusses ... Up to 32' 4/12 81 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 1 4/12 5' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater Attachment Required 92 of �esg A& WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28' - 42' 3.0 6' 1 9 6 Over 42' - 60' 1 3.0 5' 1 5 3 Over 60' 1 See a registered professional engineer DF -Douglas Fir -Larch ' SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir I Continuous Top Chord Lateral Brace —� All lateral braces Required lapped at least 2 trusses. 10° or Greater Attachment Required L_/ _ a =4e Frame 3 0 v ao0� Com i" ,1, e`' �Q Top chorda that are laterally braced can buckle yhQQ� togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed ^I, to the underside of the top chord when purlins are attached to the topside of the top chord. 12 --j 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injurytor damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. BOTTOM CHORD BOTTOM CHORD DIAGONAL BRACE; MINIMUM LATERAL BRACE SPACING (DBS SPAN.PITCH SPACING ( S)[#trusses] Up to 32' 4/12 is, 20 is Over 32'- 48' 4/12 is, 10 7 Over 48'-60' 4/12 1s' 6 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injurytor damage to trusses or buildings. Cross bracing repeated at each end of the building and at 20' Intervals. Emm-mm. N 0 WMINN, a 0 r 1 k i I I t' Q~ I 0