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HomeMy WebLinkAbout1991 LANCEWOOD LN; ; PCR06008; Permit02-02-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR06008 Building Inspection Request Line (760) 602-2725 Job Address: 1991 LANCEWOOD LN CBAD Permit Type: PCR Parcel No: 0000000000 Lot #: Valuation: $0.00 Construction Type: Reference #: PC040105 Project Title: LA COSTA GLEN CENTRAL PLANT DEFFERED TRUSS SUBMITIAL 0 NEW Status: ISSUED Applied: 01/20/2006 Entered By: SB Plan Approved: 02/02/2006 Issued: 02/02/2006 Inspect Area: Applicant: THE WEITZ COMPANY Owner: 1940LEVANTEST 92009 Plan Check Revision Fee Additional Fees $240.00 $0.00 Total Fees:$240.00 Total Payments To Date:$240.00 Balance Due:$0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. !f you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing In accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been Qiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise excited C B PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 FOR OFFICE USE PLAN CHECK NO. EST. VAL. Plan Ck. Depos Address (include Bldg/Suite #)/ s^ J x-Utt C6ST* G Justness Name (at this address) . . fit i Legal Description Lot No. Subdivision Name/Number Unrt No.Phase No.Total # of units Assessor's Parcel #Existing Use Proposed Use Description of Work SQ. FT.# of Stories # of Bedrooms # of Bathrooms Name Address City State/Zip Telephone # Name Address City State/Zip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any sttucture, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Designer Name State License # f Address License Class Address City ( City State/Zip City Business License # State/Zip Telephone # Telephone # Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the perfbrmartce of the work for which this permit is issued. D I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100] OR LESS) D CERTIFICATE OF EXEMPTION; I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars($100,000), in addition to the cost of compensation, damages are provided for In Section 3706 of the Labor Code, Interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will t) the work and the structure is not intended or offered Tor sale (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project {Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractors) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES D NO 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work {include name / address / phone number / /ontractors license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sections 25505, 25533 or 25534 of the PresJey-Tanner Hazardous Substance Account Act? DYES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? G YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(1) Civil Code) LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations of 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE of, WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In <Partnersfiip witd government for Quitting Safety DATE: JAN. 27, 2006 PAPBJCANT JURISDICTION: CARLSBAD Q PLAN REVIEWER Q FILE PLAN CHECK NO.: PC04-0105 (REV. # 5) - PCR06-008 SET: I PROJECT ADDRESS: LOTS 8 & 9, TRACT # 92-08, GREEN VALLEY PROJECT NAME: LA COSTA GLEN INDEPENDENT LIVING - CENTRAL PLANT XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: GARY KUTZ 1940 LEVANTE STREET, CARLSBAD, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person >\] REMARKS: The Truss Calculations and plans are under this plan change. Deferred submittat. By: All Sadre Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/24 tmsma.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 CARLSBAD PC04-0105 (REV. # 5) - PCR06-008 JAN. 27, 2006 • VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD 01O5 (REV. # 5) - PCRO6-008 PLAN CHECK NO.: PC04- PREPARED BY: All Sadre DATE: JAN. 27, 2006 BUILDING ADDRESS: LOTS 8 & 9, TRACT # 92-08, GREEN VALLEY BUILDING OCCUPANCY: B/S1/F1/H4 TYPE OF CONSTRUCTION: V-NR/SPR. BUILDING PORTION REVISIONS Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) CB Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 1994 UBC Plan Check Fee $240,00 Type of Review: Repetitive FeeRepeats D Complete Review D Other m Hourly Structural Only Hours Esgll Plan Review Fee $192.00 * Based on hourly rate Comments: Sheet 1 of 1 ro n«3 O0.e no riCL-NOTEm-* 8S I?mo go§1og 5?mO > m 70moH O >0FS3g;£ae^zw-n S§el ZH ON, SUPPOEERING DEI^5oo i"is 9*Zm °2Z 13 mZ.Z ^ i|EISSES REERING D«- TJ 0 «-0 7J C 0n o w n m o^ »>RLSBAD^^v 0> r>COSTA0rm •n DO C BUILDm 7) G) yi 01 _x>l 01 (0 msrS CD0 AV00 N) 0)i CD gm o ' >iy ^^ H * > LEGEND Shaded areas indicate sloping or volume ceilings. Indicates approximate location of F.A.U. and working platform 30" clear Attic Access bay to be ladder framed at 24" o.c. with 2x4's (by others). DRAG=Truss designed to resist the indicated amount of lateral force B## Pre-cut or prefabricated Jack, Hip, or California Valtey set- Refer to standard details for engineering and bracing information. NOTE: Cal. Valleys require special bracing Non-Structural frame or backing truss. Package number for delivery and stacking. Indicates special blocking LAYOUT IS FOR PLACEMENT PURPOSES ONLY. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR INFORMATION NOT SHOWN. Universal Truss, Inc. f.k.a. GANG-NAIL® COMPONENTS P.O. BOX 578. Fontana. CA 92334 8375 Sultana Avenue, Fontana, CA 92335 Tel: (909) 823-9500 Fax: [909) 823-6780 SPRINKLER MAIN"NOf?TO ' EXCEED 350 POUNDS. «• PANEL POINT (TYP) ^SPRINKLER MAIN CENTERED BETWEEN TRUSSES SPRINKLER PIPE RUNNING: PARALLEL TO ^TRUSSES. ATTACH 2x4 BLOCK PERPENDICULAR TO TRUSSES O 10'-0*. 0-C..-V l- : MAX. AND FASTEN .WITH 3-16d NAILS AT EACH END. *."; " " ' BLOCK MUST BE WITHIN 12". OF A. PANEL POINT OF, TRUSS. ,,, ^.i;J.^. .... . , SPRINKLER MAIN NOT,-TO '• W EXCEED 350 POUNDS. 2x6 SCAB TO BOTTOM CHORD EVERY 10'-0". FROM PANEL POINT _ TO PANEL POINT.^-OF^ PANEL POINT (TYP) SPRINKLER PIPE RUNNING PERPENDICULAR TO TRUSSES, SCAB BOTTOM CHORD OF TRUSS WfTH 2x6 FROM PANEL POINT TO PANEL POINT. FASTEN SCAB WITH 16d NAILS O 6" O.C.. AND 3-16d NAILS AT EACH PANEL POINT. SPRINKLER MAIN CONNECTION TO BOTTOM CHORD Manufactured Trusses and Building Components Universal Truss, Inc. f.k.a. GANG-NAIL® COMPONENTS P.O. BOX 578. Fontana. CA 92334 8375 Sultana Avenue, Fontana, CA 92335 Tel: (909) 823-9500 Fax: (909) 82^6780 SPRINKLER MAIN PERPENDICULAR ^JO TRUSS: SCAB PANEL WITH A'2x6 -SCAB -AND 'NAIL WITH "•<¥• 10d NAILS 06" O.C. MAX. ; ATTACH PIPE TO SCAB. ' - .- ' "-'--[ -.-• .V.-V" .•-•'•-.: ..-. 2x4 TRUSS TOP CHORD 2x6 SCAB WITH 10d NAILS O 6* O.C. SPRINKLER 'MAIN NOT TO EXCEED 350 POUNDS SPRINKLER MAIN 2x6,PURUN WITH 3-16d COMMON NAILS IN EACH.': VERTICAL OF TRUSS. !-.,..•'; SPRINKLER MAIN PARALLEL TO TRUSS: ATTACH 2x6 PURUN TO VERTICAL TRUSS MEMBER PERPENDICULAR TO TRUSS WITH MINIMUM 3-16d NAILS. ATTACH PIPE HANGER TO 2x6 PURLIN. SPRINKLER MAINNOT TO EXCEED 350 POUNDS TRUSS WfTH 2x4 TOP-CHORD - 2x4 VERTICAL TRUSS MEMBER SPRINKLER MAIN CENTERED BETWEEN TRUSSES SPRINKLER MAIN CONNECTION TO TOP CHORD Manufactured Trusses and Building Components Job »1759 Truss AA Truss Type CAL HIP Qty 1 Ply 2 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:0825 2005 Page 1 , -1-7-0 , 7-11-11 , 12-11-8 | 18-4-8 , 23-4-5 , 31-4-0 32-11-0. 1-7-0 7-11-11 4-11-13 5-4-15 4-11-13 7-11-11 1-7-0 7-6-9 12-11-8 18-4-8 23-9-7 31-4-0 7-6-9 5-4-15 5-4-15 5-4-15 7-6-9 Plate Offsets (X,Y): F12:0-2-8.edqel LOADING (psf) TOLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.56 BC 0.82 WB 0.58 (Matrix) DEFL On) (l°c) l/defl Vert(LL) -0.16 11-13 >999 VertfTL) -0.41 11-13 >911 Horz(TL) 0.09 9 n/a 1st LC LL Win l/defl = 360 PLATES GRIP M20 197/144 Weight: 276 Ib BRACING TOP CHORD Sheathed or 4-6-9 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. UMBER DP CHORD 2X4 DF-N No.1/No.2 dOTCHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud "Except' 2-15 2X6 DF-N No.1/No.2,2-14 2X4 DF-N No.1/No.2 7-92X6 DF-N No.1/No.2, 7-10 2X4 DF-N No.1/No.2 REACTIONS <lb/size) 15=3074/0-3-8,9=3074/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=43,2-3=-5775, 3-16=-5268,16-17=-5268, 4-17=-5268, 4-5=-6878.5-18=-5268,18-19=-5268, 6-19=-5268,6-7=-5776, 7-8=43,2-15=-2858,7-9=^-2858 BOT CHORD 14-15=865, 14-20=6878, 20-21=6878, 13-21=6878, 12-13=6877, 11-12=6877,11-22=6877, 22-23=6877, 10-23=6877, 9-10=864 WEBS 3-14=929, 4-14=-1941, 4-13=259, 5-13=1,5-11=258,5-10=-1940, 6-10=929, 2-14=4450. 7-10=4451 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Naits as follows: Top chords connected with 2 row(s) at 0-9-0 on center. Bottom chords connected with 1 rowfs) at 0-9-0 on center. Webs connected as follows: 2X3-1 raw(s) at 0-9-0 on center, 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) Except as shown below, special connections) required to support concentrated load(s). Design of connection^) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate Increased.00 Uniform Loads (pit) Vert: 1-2=-60.0, 2-3=-60.0, 3-16—145.6, 16-17=-145.6, 4-17=-145.6, 4-5=-145.6, 5-18=-145.6, 18-19=-145.6, /6-19=-145.6,6-7=-60.0, 7-8=-60.0,14-15=-48.5,14-20=-48.5, 20-21—48.5,13-21—48.5,12-13=-48.5,11-12—48.5, 11-22=-48.5, 22-23=-48.5,10-23=-48.5.9-10=-48.5 Concentrated Loads (Ib) Vert: 16=-600 19=-600 Job E-1759 Truss AA1 Truss Type CAL HIP Universal Truss, Inc., Font ana, CA 92335 ,-1-7-0 4-7-7 9-11-11 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.O-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:25 2005 Page 1 15-8-0 21-4-5 , 26-8-9 31-4-0 32-11-4 1-7-0 4-7-7 5-4-4 5-8-5 5-8-5 5-4-4 4-7-7 1-7-0 9-6-9 15-8-0 21-9-7 31-4-0 9-6-9 6-1-7 6-1-7 9-6-9 Plate Offsets (X.Y): [3:0-1-12,0-1-81, [7:0-1-1 2,0-1 -8], [10:0-2-8,0-1-81, [12:0-2-8,0-3-0], [14:0-2-8,0-1-8] LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress In or NO Code UBC97/ANSI95 CSI TC 0.51 BC 0.78 WB 0.80 (Matrix) DEFL (in) floe) l/defl Vert(LL) -0.11 10-1 3 >999 Vert(TL) -0.26 13-14 >999 Horz(TL) 0.08 10 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 133 Ib UMBER J)P CHORD 2X4 DF-N No.1/No.2 -dOT CHORD 2 X 4 DF No.1&Btr WEBS 2 X 3 SPF Stud 'Except* 2-14 2X6 DF-N No.1/No.2, 8-10 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 10=1377/0-3-8,14=1377/0-3-8 BRACING TOP CHORD Sheathed or 3-10-9 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Rowatmidpt 3-14,7-10 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=43, 2-3=-S32, 3-4=-2091,4-15=-1899, 5-15=-1899, 5-16=-1899,6-16=-1899, 6-7=-2091, 7-8=-532, 8-9=43, 2-14=-456, 8-10=-456 BOT CHORD 13-14=1825,12-13=2217,11-12=2217,10-11=1825 WEBS 3-13=91, 4-13=342, 5-13=-394, 5-12=106, 5-11—394, 6-11=342, 7-11=91, 3-14=-1613, 7-10=-1613 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connection^) required to support concentrated load(s). Design of connections) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANSI/TPt 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (pit) Vert: 1-2—60.0,2-3—60.0,3-4=-60.0, 4-15=-60.0, 5-15=-60.0, 5-16=-60.0,6-16=-60.0, 6-7=-60.0, 7-8—60.0, 8-9=-60.0, 13-14—20.0, 12-13=-20.0, 11-12—20.0, 10-11—20.0 Concentrated Loads (Ib) Vert: 15=-30 16=-30 Job E-1759 Truss AA2 Truss Type CALHIP Universal Truss, Inc., Fontana, CA 92335 ,-1-7-0 4-7-7 11-11-11 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32sFeb181999MiTeklndustries,lnc. Thu Jul 21 13:08:25 2005 Page 1 15-8-0 19-4-5 26-8-9 31-44 32-1 1-Q 1.7.0 4-7-7 7-4-4 3-8-5 3-8-5 7-4-4 4-7-7 1-7-0 9-6-9 15-8-0 21-9-7 31-4-0 9-6-9 6-1-7 6-1-7 9-6-9 Plate Offsets (X.Y): [12:0-2-8.0-1-81. [14:0-2-8.0-3-01. [16:0-2-8.0-1-81 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.62 BC 0.80 WB 0.85 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.11 15-16 >999 Vert(TL) -0.26 12-13 >999 Horz(TL) 0.08 12 nta 1st LC LL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 139 Ib UMBER )P CHORD 2X4 DF-N No.1/No.2 dOTCHORD 2X4DFNo.UBtr WEBS 2X3 SPF Stud 'Except' 2-16 2X6 DF-N No.1/No.2,10-12 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 12=1412/0-3-8,16=1412/0-3-8 BRACING •TOP CHORD Sheathed or 3-7-3 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Rowatmidpt 3-16,9-12 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=43, 2-3—553,3-4=-2177,4-5=-61,4-17—1984.6-17—1984.6-18=-1984. 7-18=-1984, 7-8=-61, 7-9—2177. 9-10=-553,10-11=43.2-16=-470,10-12=-470 BOT CHORD 15-16=1878,14-15=2308,13-14=2308,12-13=1878 WEBS 3-15=126,4-15=331, 6-15=-401,6-14=107.6-13=-401, 7-13=331,9-13=126,3-16=-1655, 9-12—1655 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss AA3 Truss Type CALHIP Universal Truss, Inc., Font ana, CA 92335 , 5-10-7 , 12-5-11 15-8-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:0826 2005 Page 1 18-10-5 25-5-9 | 31-44 , 5-10-7 6-7-4 3-2-5 3-2-5 6-7-4 5-10-7 5x6- 5.00 [T2~ 5-10-7 12-0-9 19-3-7 25-5-9 31-4-0 5-10-7 6-2-2 7-2-14 6-2-2 5-10-7 Plate Offsets (X,Y): [1:0-0-0,0-4-3], [1:5-7-8.0-0-0], [2:0-4-4.0-2-0], [3:0-2-12.0-2-8], [5:0-2-12,0-2-8], [6:0-4-4,0-2-0], [7:5-7-8,0-0-0], [7:0-0-0,0-4-3], [9:0-4-0,0-4-0]. [10:0-3-0 .edge], [11:0-4-0,0-4-0] LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code U8C97/ANSI95 CSI TC 0.82 BC 0.70 WB 0.74 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.15 9-11 >999 VerHTL) -0.39 9-11 >955 HorzfTL) 0.12 7 n/a 1st LC LL Mm l/defl = 360 PLATES GRIP M20 197/144 Weight: 172 Ib JMBER -iOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2 X 6 DF SS WEBS 2X3SPFStud SLIDER Left 2 X 6 DF-N No.1/No.2 6-3-10, Right 2X6 DF-N No.1/No.2 6-3-10 REACTIONS (Ib/size) 1=2928/0-3-8, 7=2928/0-3-8 BRACING TOP CHORD Sheathed or 2-0-11 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at midpt 2-11,6-9 FORCES (fb) - First Load Case Onty TOP CHORD 1-2=-5649,2-3=-4680,3-4=-4270.4-5=-4270, 5-6=-4680.6-7=-5649 BOT CHORD 1-13=5002,12-13=5002,11-12=5002,10-11=4301, 9-10=4301, 8-9=5002, 8-14=5002,7-14=5002 WEBS 2-12=783. 2-11=-784,3-11=1327,4-11=-56, 4-9=-56,5-9=1327, 6-9=-784, 6-8=783 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-60.0, 2-3=-60.0,3-4—60.0, 4-5=-60.0,5-6=-60.0,6-7—60.0,1-13—20.0,12-13=-134.2.11-12—134.2, 10-11=-134.2, 9-10—134.2, 8-9—134.2, 8-14=-134.2, 7-14—20.0 Job E-1759 Truss AB1 Truss Type COMMON Universal Truss. Inc., Fonlana, CA 92335 -0-4-jB 3-4-13 7-6-4 Qty 1 Ply 3 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:27 ZOOS Page 1 11-7-11 15-5-0 - 0-4-8 3-4-13 4-1-7 4-1-7 4x4= 3-9-5 DRAG1000# 8x8 I! 3-4-13 7-6-4 11-7-11 15-5-0 0-4-8 3-4-13 4-1-7 4-1-7 3-9-5 Plate Offsets OC.Y): [1:0-0-0,0-5-71, [4:0-1-4.0-1-81. [5:0-0-0.0-4-3], [6:0-2-4.0-4-01. [7:0-6-0.0-4-121, [8:0-1-12,0-2-4] LOADING (psl) TCLL 16.0 TCDL 14.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.26 BC 0.77 WB 0.54 (Matrix) DEFL (in) $oc) I/deft Vert(LL) -0.03 6-7 >999 Vert(TL) -0.12 6-7 >999 Horz(TL) 0.03 5 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 268 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. VMBER lyp CHORD 2X4 DF-N No.1/No.2 tSOT CHORD 2X6 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 3-7 2 X 8 DF SS SLIDER Left 2 X 6 DF-N No.1/No.2 3-3-1, Right 2X4 DF-N No.1/No.2 3-7-9 REACTIONS (Ib/size) 1=3958/0-3-8, 5=5756/0-3-8 Max Horz 1—I542fload case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-6997,2-3=-7504, 3-4=-7501, 4-5=-10266 BOT CHORD 1-9=5905,8-9=5905, 8-10=5905, 7-10=5905, 7-11=8936.6-11=8936,6-12=8936,5-12=8936 WEBS 3-7=5452, 4-6=2920,4-7—2287,2-8=66,2-7=1116 NOTES 1) 3-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected wHh 1 row(s) at 0-9-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center, 2X8-2 row(s) at 0-9-0 on center. 2) Special connection required to distribute bottom chord loads equally between atl plies. 3) This truss has been checked for unbalanced loading conditions. 4) Except as shown below, special connection^) required to support concentrated load(s). Design of connection^) is delegated to the building designer. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcur rent with any other live loads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSI/TPI1-1995 criteria. 8) Load case(s) 1, 2, 3,4, 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1) Regular: Lumber Increased.25, Plate Increased.00 Uniform Loads (plf) Vert: 1-9=-20.0, 8-9—94.2, 8-10=-94.2, 7-10=-20.0,7-11—20.0, 6-11—766.7,6-12—766.7, 5-12—20.0,1-2=-60.0, 2-3—60.0, 3-4=-60.0,4-5—60.0 Concentrated Loads (Ib) Vert: 7=-3795 2) UBC: Lumber lncrease=1.25, Plate Increased.25 Uniform Loads (plf) Vert: 1-9—40.0, 8-9—84.5, 8-10—84.5, 7-10=-40.0, 7-11—40.0,6-11=-488.0,6-12=-488.0, 5-12=-40.0,1-2=-28.0, 2-3=-28.0, 3-4=-28.0,4-5—28.0 Concentrated Loads (Ib) Vert: 7—3795 jj 1st unbalanced Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-9=-20.0, 8-9=-94.2, 8-10=-94.2, 7-10=-20.0, 7-11=-20.0,6-11=-766.7, 6-12=-766.7. 5-12=-20.0, 1-2=-60.0, 2-3=-60.0, 3-4=-28.0, 4-5=-28.0 Concenlrated Loads (Ib) Vert: 7=-3795 Continued .pnjjajje_2 _____ „__ __________ Job E-1759 Truss AB1 Truss Type COMMON Qty 1 Ply 3 LA COSTA GLEN/TOM Universal Truss, Inc., Fonlana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:27 2005 Page 2 ' OAD CASE(S) 2nd unbalanced Regular: Lumber Increased,25, Plate Increases').00 Uniform Loads (plf) Vert: 1-9=-20.0,8-9=-94.2,8-10=-94.2, 7-10=-2Q.O, 7-11—20.0,6-11—766.7,6-12—766.7. 5-12=-20.0,1-2—28.0, 2-3=-28.0. 3-4=-60.0.4-5=-60.0 Concentrated Loads (Ib) Vert: 7=-3795 5) User defined: Lumber lncrease=1.33, Plate )ncrease=1.06 Uniform Loads (plf) Vert: 1-9=-20.0, 8-9=-64.S, S-1Q=-64.5. 7-10—20.0. 7-11—20.0, 6-11=-468.0, 6-12—468.0,5-12—20.0,1-2=33.8, 2-3=13.7, 3-4=-69.7, 4-5=-83.7 Horz: 1-2=161.7, 2-3=240.0, 3-4=240.0, 4-5=179.6 Concentrated Loads (Ib) Vert: 7=-3795 6) User defined: Lumber lncrease=1.33, Plate hcrease=1.06 Uniform Loads (plf) Vert: 1-9=-20.0, 8-9=-64.5, 8-10=-64.5, 7-10=-20.0. 7-11-20.0, 6-11=-468.0, 6-12=-468.0.5-12=-20.0,1-2=-89.8, 2-3=-69.7, 3-4=13.7,4-5=27.7 Horz: 1-2—161.7,2-3=-240.0, 3-4=-240.0,4-5=-179.6 Concentrated Loads (Ib) Vert:7=-3795 Job E-1759 Truss AB-2 Truss Type COMMON Universal Truss, Inc., Font ana, CA 92335 , -1-11-8 -D-4-,8 7-6-4 Qty 1 Ply 1 LA COSTA GLENATOM 4.0-32 s Feb 18 1999 MJTek Industries, Inc. Thu Jul 21 13:08:272005 Page 1 15-5-0 , 17-0-0 . 1-7-0 0-4-8 7-6-4 7-10-12 4x4— DRAG100#PLF. 1.5x411 2x4 fl 7-6-4 15-5-0 0-4-8 7-6-4 7-10-12 Plate Offsets (X,Y): [12:0-2-4,0-1-81 [14:0-1-0,0-1-121115:0-1-12,0-1-8], [23:0-1-8,0-1-81 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.54 BC 0.75 WB 0.67 (Matrix) DEFL (in) (\ac) I/den Vert(LL) 0.19 15-16 >957 Vert(TL) -0.25 16 >721 HorzCTL) 0.02 14 n/a 1stLCLLMint/defl = 360 PLATES GRIP M20 197/144 Weight: 71 Ib BRACING TOPCHORD Sheathedor 4-10-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-6 on center bracing. UMBER OP CHORD 2X4DF-NNo.1/No.2 "BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud 'Except* 2-24 2X4 SPF Std, 12-14 2X4 SPF Std OTHERS 2 X 3 SPF Stud REACTIONS (Ib/size) 24=738/0-3-8.14=709/0-3-8 Max Horz24=1550(load case 6) Max Grav24=825(load case 6), 14=812(load case 5} FORCES (Ib) - First Load Case Only TOP CHORD 1-25=41, 2-25=50,2-3=-713,3-4=-718,4-5=-698, 5-6=-683, 6-7=-650, 7-8=-643, 8-9=-677,9-10=-691.10-11—710,11-12—733,12-13=41,2-24=-739, 12-14=-644 BOT CHORD 23-24=-62, 22-23=630, 21-22=630,20-21=630,19-20=630,18-19=630,17-18=630,16-17=630,15-16=630,14-15=90 WEBS 7-19=206,11-15—102,10-16=-28,9-17=-37,8-18=0, 3-23=-141,4-22=-36,2-23=742,12-15=559,5-21—35, 6-20=-0 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 on center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review toads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniform Loads (prf) Vert: 1-25=-28.0, 2-25=13.7, 2-3=13.7, 3-4=13.7, 4-5=13.7, 5-6=13.7, 6-7=13.7, 7-8=-69.7, 8-9—69.7, 9-10=-69.7, 10-11—69.7, 11-12—69.7, 12-13=-28.0, 23-24=-20.0, 22-23=-20.0, 21-22=-20.0, 20-21—20.0, 19-20=-20.0, 18-19—20.0, 17-18—20.0, 16-17=-20.0, 15-16=-20.0, 14-15—20.0 Horz: 2-25=240.0, 2-3=240.0, 3-4=240.0,4-5=240.0, 5-6=240.0, 6-7=240.0, 7-8=240.0,8-9=240.0,9-10=240.0, 10-11=240.0,11-12=240.0 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (p!f) Vert: 1-25=-28.0, 2-25=-69.7, 2-3=-69.7, 3-4=-69.7, 4-5=-69.7, 5-6=-69.7, 6-7—69.7, 7-8=13.7, 8-9=13.7, 9-10=13.7, 10-11=13.7, 11-12=13.7, 12-13=-28.0, 23-24=-20.0,22-23=-20.0, 21-22—20.0,20-21—20.0, 19-20—20.0, 18-19=-20.0 , 17-18=-20.0, 16-17—20.0, 15-16=-20.0, 14-15=-20.0 Horz: 2-25—240.0, 2-3=-240.0, 3-4—240.0, 4-5=-240.0, 5-6—240.0, 6-7—240.0, 7-8=-240.0, 8-9=-240.0, 9-10=-240.0, 10-11=-240.0, 11-12=-240.0 Job E-1759 Truss AC Truss Type CALHIP Universal Truss, Inc., Fontana, CA 92335 0,3-8 7-3-1 7^3 12-1-15 17-0-13 Qty 1 Ply 2 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13*828 2005 Page 1 21-11-11 26-10-9 31-4-5 31-9-7 38-11-8 39,4-0 J-3-8 7-3-1 0-5-2 4-5-12 4-10-14 4-10-14 4-10-14 4x8= 4-5-12 0-5-2 5x6— 7-2-1 0-4-8 7-3-1 12-1-15 17-0-13 21-11-11 26-10-9 31-9-7 38-11-8 0-3-8 7-3-1 4-10-14 4-10-14 4-10-14 4-10-14 4-10-14 7-2-1 0-4-8 Plate Offsets (X.Y): [1:0-4-0.0-2-01. [11:0-3-0.0-2-81. f16:0-5-0.edae], [18:0-3-4.0-2-81 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.74 BC 0.80 WB 0.88 (Matrix) DEFL (in) (loc) l/def] Vert(LL) -0.32 14-15 >999 Vert(TL) -0.82 14-15 >564 Horz(TL) 0.17 10 n/a IstLCLL Mini/del) = 360 PLATES GRIP M20 197/144 M16 176/121 Weight: 334 Ib BRACING TOP CHORD Sheathed or 3-3-6 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER DP CHORD 2X4 DF-N No.1/No.2 JOT CHORD 2 X 4 DF No.1&Btr WEBS 2X3 SPF Stud "Except" 1-19 2X4 DF-N No.1/No.2,1-18 2X4 DF-N No.1/No.2 9-10 2X4 DF-N No.1/No.2, 9-112X4 DF-N No.1/No.2 REACTIONS (Ib/size) 19=4024/0-3-8,10=3795/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-7824, 2-20=-7150,20-21—7150, 3-21=-7150. 3-4—9628, 4-5=-10747, 5-6—10747,6-7—9397, 7-22—6705,22-23—6705,8-23=-6705,8-9=-7337, 1-19=-3753, 9-10=-3579 BOT CHORD 19-24=1095,18-24=1095.18-25=9628, 25-26=9628,17-26=9628,16-17=10832,15-16=10832.14-15=10832,13-14=10747,12-13=10747,12-27=9397, 27-28=9397, 11-28=9397, 10-11=874 WEBS 2-18=1735, 3-18—3087, 3-17=1077, 4-17—1500.4-15=253,4-14—107, 6-14=298, 6-12—1680, 7-12=1236, 7-11—3353.8-11=1553,1-18=6143,9-11=5917 NOTES 1)2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-6-0 on center. Bottom chords connected with 1 row(s) at 0-9-0 on center. Webs connected as follows: 2X3-1 raw(s) at 0-9-0 on center, 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) Except as shown below, special connection^) required to support concentrated load(s). Design of connection^) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSI/TP11-1995 criteria. 8) Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2—60.0, 2-20=-145.6,20-21—145.6,3-21—145.6, 3-4—145.6, 4-5—145.6,5-6—145.6, 6-7=-145.6, 7-22=-145.6, 22-23=-145.6, 8-23=-145.6, 8-9=-60.0, 19-24—48.5. 18-24—48.5, 18-25=-48.5, 25-26=-48.5, 17-26=-48.5,16-17—48.5,15-16=-4S.5,14-15=-48.5, 13-14=-48.5,12-13=-48.5, 12-27=-48.5, 27-28—48.5, 11-28=-48.5, 10-11=-48.5 Concentrated Loads (Ib) Vert: 20=-600 23=-600 24=-340 2) UBC: Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (pH) Vert: 1-2—28.0. 2-20—68.0, 20-21—68.0, 3-21—68.0, 3-4=-68.0, 4-5=-68.0, 5-6—68.0, 6-7=-68.0, 7-22=-68.0, 22-23—68.0, 8-23—68.0, 8-9=-28.0,19-24—68.5,18-24=-68.5,18-25=-68.5,25-26=-68.5,17-26=-68.5,16-17=-68.5, 15-16=-68.5, 14-15=-68.5,13-14=-68.5,12-13=-68.5, 12-27—68.5, 27-28—68.5,11-28=-68.5, 10-11—68.5 Concentrated Loads (Ib) Vert: 20=-280 23=-280 24=-340 Continued on page 2 „___„..„____„ Job E-1759 Truss AC Truss Type CAL HIP dry 1 Ply 2 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana.CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. ThuJul21 13:08:282005 Page 2 OAD CASE(S) 1st unbalanced Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (pH) Veil: 1-2=-60.0,2-20=-145.6, 20-21=-145.6, 3-21=-145.6.3-4=-145.6,4-5=-145.6,5-6=-145.6,6-7=-145.6, 7-22=-145.6,22-23=-145.6.8-23=-145.6.8-9=-28.0. 19-24=-48.5,18-24=-48-5,18-25=-48.5,25-26=-48.5,17-26=-48.5,16-17=-48.5,15-1&M8.5, 14-15=-48.5,13-14=-48.5.12-13=-48.5,12-27=-48.5,27-28=-48S. 11-28=-48.5, 10-11=-48.5 Concentrated Loads (Ib) Vert: 2O-600 23=-600 24=-340 4) 2nd unbalanced Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-28.0, 2-20=-145.6,20-21=-145.6,3-21—145.6, 3-4=-145.6,4-5=-145.6,5-6=-145.6, 6-7=-145.6, 7-22—145.6, 22-23=-145.6.8-23=-145.6,8-9=-60.0. 19-24=-48.5,18-24=-48.5,18-25=-48.5,25-26=-48.5,17-26=-48.5,16-17=-48.5,15-16=-48.5,14-15=-4S.5.13-14=-48.5,12-13=-48.5,12-27=-48.5,27-28=-48.5, 11-28=-48.5,10-11=-48.5 Concentrated Loads (Ib) Vert: 20—600 23=-600 24=-340 Job E-1759 Truss AGO Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:28 2005 Page 1 , 6-3-3 8-0-0 , 6-3-3 1-8-13 4x6= DRAG 1200# 5.00 3x5 1.5x411 3x4= 5-10-2 8-0-0 5-10-2 2-1-14 Plate Offsets (X,Y): [2:0-3-0,0-0-121, [5:0-2-0.0-1-8] LOADING (psf), TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.70 BC 0.42 WB 0.76 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.03 5-6 >999 Vert(TL) -0.07 5-6 >999 Horz(TL) 0.01 4 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 36 Ib BRACING TOP CHORD Sheathed or 4-8-13 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-0-4 on center bracing. UMBER OP CHORD 2X4 DF-N No.1/No.2 •BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud 'Except* 1-62X4 SPF Std, 1-52X4 SPF Std REACTIONS (Ib/size) 4=340/0-3-8, 6=340/0-3-8 Max Horz 6=*-1395(load case 5) Max Uplift4=-24(load case 6), 6=-430(load case 5) Max Grav4=423(toad case 5), 6=830(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-7=-263,2-7=-205, 2-8=0, 3-8=0,3-4=-64,1-6=-293 BOT CHORD 5-6=-0,4-5=188 WEBS 2-5=91, 2-4=-339,1-5=192 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connection^) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-7=-60.0, 2-7=-60.0.2-8=-60.0,3-8=-60.0, 5-6—20.0,4-5=-20.0 Concentrated Loads (Ib) Vert: 7=-30 8=-30 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-7=42.1, 2-7=42.1, 2-8—28.0, 3-8—28.0,5-6=-20.0, 4-5=-20.0 Horz: 1-7=462.2, 2-7=462.2 Drag: 2-8=180.0, 3-8=180.0 Concentrated Loads (Ib) Vert:7=-148=-14 • User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-7=-98.1.2-7=-98.1, 2-8=-28.0,3-8=-28.0,5-6=-20.0, 4-5=-20.0 Horz: 1-7=-462.2, 2-7=-462.2 Drag: 2-8=-180.0, 3-8=-180.0 Concentrated Loads (Ib) Vert:7=-148=-14 Job E-1759 Truss AC1 Truss Type CALHIP Universal Truss, Inc., Fontana, CA 92335 ,3-8 4-3-15 , 9-8-3 , 16-1-3 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:0829 2005 Page 1 22-11-5 , 29-4-5 , 34-8-9 , 38-11-8 39HH» 0-3-8 4-3-15 5-4-4 6-5-0 6-10-2 6-5-0 5-4-4 4-2-15 <M-8 5.00 fiT 3x5 3x511 9-3-1 16-1-3 22-11-5 29-9-7 38-11-8 0-3-8 9-3-1 6-10-2 6-10-2 6-10-2 9-2-1 0-4-8 Plate Offsets (X.Y): [2:0-2-4.0-2-01. [5:0-3-0.edgel. f 8:0-2-4, 0-2-0], [10:0-2-4.0-2-01. [15: 0-3-0. edgel, [17:0-2-4,0-2-01 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress tncr NO Code UBC97/ANSI95 CSI TC 0.77 BC 0.90 WB 0.86 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.19 13-14 >999 VertfTL) -0.51 13-14 >913 Horz(TL) 0.15 10 n/a 1stLCLLMinl/defI = 360 PLATES GRIP M20 197/144 Weight: 158 tb BRACING TOP CHORD Sheathed or 2-8-6 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Rowatmidpt 4-16,4-13.6-11,2-17,8-10 UMBER OP CHORD 2X4 DF-N No.1/No.2 -BOTCHORD 2X4 DFNo.1&Btr "Except* 12-15 2X4 DF-N No.1/No.2 . WEBS 2X3 SPF Siud 'Except' 1-17 2X4 DF-N No.1/No.2.9-102 X 4 DF-N No.1/No.2 REACTIONS (tb/size) 17=1577/0-3-8.10=1577/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-607,2-3=-2768,3-18=-2539, 4-18=-2539,4-5=-3359.5-6=-3359, 6-19=-2523, 7-19=-2523, 7-8—2751, 8-9=-566,1-17=-373,9-10=-355 BOT CHORD 16-17=2290, 15-16=3364, 14-15=3364, 13-14=3364, 12-13=3359,11-12=3359, 10-11=2248 WEBS 2-16=292, 3-16=563, 4-16=-985, 4-14=133, 4-13=-6, 6-13=137, 6-11=-998, 7-11=558, 8-11=320, 2-17=-2099, 8-10=-2105 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connections) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increased .25, Plate lncrease=1.00 Uniform Loads (pit) Vert: 1-2=-60.0, 2-3=-60.0, 3-18=-60.0,4-18=-60.0, 4-5=-60.0,5-6=-60.0, 6-19=-60.0, 7-19=-60.0. 7-8—60.0, 8-9=-60.0,16-17=-20.0,15-16=-20.0,14-15=-20.0,13-14=-20.0,12-13=-20,0,11-12=-20.0.10-11=-20.0 Concentrated Loads (Ib) ^Vert: 18=-30 19—30 Job E-1759 Truss AC2 Universal Truss. Inc., ,3-8 4-3-15 Truss Type CAL HIP Fontana, CA 92335 11-8-3 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:30 2005 Page 1 16-1-3 , 22-11-5 , 27-4-5 , 34-8-9 . 38-11-8 39,4-0 J-3-8 4-3-15 7-4-4 4-5-0 6-10-2 4-5-0 7-4-4 4-2-15 f^1 9-3-1 16-1-3 22-11-5 29-9-7 38-11-8 0-3-8 9-3-1 6-10-2 6-10-2 6-10-2 9-2-1 0-4-8 Plate Onsets (X.Y): [2:0-2-4.0-2-01. r6:Q-3-0.edqel. [10:0-2-4,0-2-0], [12:0-2-4.0-2-0]. f 1 7:0-3-0,edp.el. [19:0-2-4.0-2-01 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.78 BC 0.92 WB 0.88 (Matrix) DEFL On) (Joe) l/defl Vert(LL) -0.19 15-16 >999 Vert(TL) -0.52 15-16 >893 Horz(TL) 0.15 12 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 164 Ib BRACING •TOP CHORD Sheathed or 2-8-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at midpt 5-18,5-15, 7-13, 2-19,10-12 UMBER OP CHORD 2X4 DF-N No.1/No,2 $K • "BOT CHORD 2 X 4 DF No.UBtr "Except" 14-17 2X4 DF-N No.l/No.2- WEBS 2X3 SPF Stud "Except" 1-19 2X4 DF-N No.1/No.2,11-12 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 19=1612/0-3-8,12=1612/0-3-8 FORCES (ib) - First Load Case Only TOP CHORD 1-2=-625, 2-3=-2853,3-4=-61,3-20—2623, 5-20—2623, 5-6=-3446, 6-7=-3446, 7-21=-2607,8-21—2607,8-9=-61,8-10—2835,10-11=-583,1-19=-386 11-12=-367 BOT CHORD 18-19=2340,17-18=3451,16-17=3451,15-16=3451,14-15=3446,13-14=3446,12-13=2297 WEBS 2-18=329,3-18=549, 5-18—989,5-16=133,5-15=-6, 7-15=137, 7-13=-1003,8-13=543,10-13=358, 2-19—2141,10-12=-2147 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss AC3 Truss Type CALHIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss. Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 133831 2005 Page 1 1,3-8 4-3-15 , 13-8-3 , 16-1-3 , 22-11-5 , 25-4-5 , 34-8-9 , 38-11-8 39n»-0 J-3-8 4-3-15 9-4-4 2-5-0 6-10-2 2-5-0 9-4-4 4-2-15 0-4-8 5.00(12"5x6 9-3-1 16-1-3 22-11-5 29-9-7 38-11-8 0-3-8 9-3-1 6-10-2 6-10-2 6-10-2 9-2-1 0-4-8 Plate Offsets (X.Y): [2:0-2-4.0-2-01. f8:0-3-0.edael. [14:0-2-4,0-2-01. f1 6:0-2-4. 0-2 -01, r21:0-3-0.edael. f 23:0-2-4. 0-2-01 LOADING (psf) TOLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.77 BC 0.90 WB 0.87 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.19 19-20 >999 Vert(TL) -0.51 19-20 >919 HorzfTL) 0.14 16 n/a 1st LC LL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 172 Ib UMBER ,DP CHORD 2X4 DF-N No.1/No.2 JOT CHORD 2 X 4 DF No.l&Btr 'Except' 18-21 2X4 DF-N No.1/No.2 , WEBS 2X3 SPF Stud 'Except' 1-23 2X4 DF-N No.1/No.2,15-16 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 23=1561/0-3-8,16=1561/0-3-8 BRACING TOP CHORD Sheathed or 2-8-8 on center purlin spacing, except end verticals. Except: 1 Rowatmidpt 3-5,10-13 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Rowatmidpt 7-22,7-19,9-17,2-23,14-16 FORCES (!b) - First Load Case Only TOP CHORD 1-2—604,2-3=-2734,3-4=-61,4-6=-12,3-5=-2507,5-24=-2507, 7-24=-2507,7-8=-3336,8-9=-3336.9-25=-2492,10-25=-2492,10-13=^492,11-12=-12, 12-13—61, 13-14=-2717,14-15=-564,1-23=-372,15-16=-354 BOT CHORD 22-23=2263, 21-22=3341,20-21=3341,19-20=3341,18-19=3336,17-18=3336,16-17=2222 WEBS 2-22=286, 3-22=572, 7-22=-996, 7-20=133, 7-19=-6,9-19=137, 9-17=-1009,13-17=566,14-17=314, 2-23=-2071,14-16=-2077,4-5=-114.10-12=-114 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) Alt plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss AC4 Truss Type CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 !3-8 15-8-3 19-6-4 4.0-32 sFeb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:32 2O05 Page 1 23-4-5 , 39-4-0 0-3-8 15-8-3 3-10-1 3-10-1 15-11-11 1-7-0 3-8 7-3-1 15-3-1 23-9-7 31-9-7 39-4-0 0-3-8 7-3-1 6-0-0 8-6-6 8-0-0 7-6-9 Plate OffseteJX,Y): [1:0-2-4,0-2-4], [2:0-1-12.0-2-01. t6:0-1-12.0-2-0], [7:0-2-12.0-2-01. [10:0-2-4.0-2-0], f 14:0-3-0.edge], [15:0-2-4,0-2-01 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI96 CSI TC 0.88 BC 0.83 WB 0.42 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.12 12-13 >999 VertfTl-) -0.3512-13. >999 Horz(TL) 0.09 9 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 181 Ib BRACING TOP CHORD Sheathed or 2-3-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS IRowalmidpt 2-13,4-13,4-12,6-12 UMBER OP CHORD 2X4 DF-N No.1/No.2 T3OT CHORD 2X4 DF-N No.1/No.2 'Except* 11-142X4DFNo.1&Btr - WEBS 2X3 SPF Stud 'Except* 2-13 2 X 4 SPF Std, 6-12 2 X 4 SPF Std, 1-16 2X4 DF-N No.1/No.2 1-152X4 DF-N No.1/No.2, 7-92X6 DF-N No.1/No.2 7-10 2X4 DF-NNo.1/No.2 REACTIONS (Ib/size) 16=1556/0-3-8,9=1673/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2784,2-3=-2379, 3-4=-2121,4-5=-2128,5-6=-2386, 6-7*-2828, 7-8=43.1-16=-1473, 7-9=-1587 BOT CHORD 15-16=494,14-15=2496,13-14=2496,12-13=2156,11-12=2532,10-11=2532,9-10=490 WEBS 2-15—93, 2-13=-407,3-13=403,4-13=-67,4-12—53, 5-12=406, 6-12=-439, 6-10=-66,1-15=2014, 7-10=2052 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss ACS Truss Type CAL HIP Oty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 >,3-8 17-8-3 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 2113:08:33 2005 Page 1 ,19-6-4,21-4-5, 39-4-0 J-3-8 17-8-3 17-11-11 1-7-0 5.00 fl2" 7-3-1 15-3-1 23-9-7 31-9-7 39-4-0 0-3-8 7-3-1 8-0-0 8-6-6 8-0-0 7-6-9 Plate Offsets fX.Y): [1:0-2-12.0-2-41. [2:0-1-12,0-2-01.19:0-1-12,0-2-01. [10:0-2-12,0-2-01. [13:0-2-4.0-2-01. [17:0-3-Q.edge1. [18:0-2-4.0-2-0] LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.87 BC 0.85 WB 0.43 (Matrix) DEFL (in) (ioc) l/defl Vert(LL) -0.12 15-16 >999 VertfTL) -0.36 15-16 >999 Horz(TL) 0.09 12 n/a 1st LCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 187 Ib BRACING > TOP CHORD Sheathed or 1-6-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at midpt 2-16, S-16, 5-15,9-15 • UMBER OP CHORD 2X4 DF-N No.1/No.2 -^ • dOT CHORD 2X4 DF-N No.1/No.2 "Except' 14-172X4DFNo.1SBtr , WEBS 2X3 SPF Stud 'Except' 2-16 2X4 SPF Std, 9-1S 2 X4 SPF Std, 1-192 X 4 DF-N No.VNo.2 1-182X4 DF-N No.1/No.2,10-12 2X6 DF-N No.1/No.2 10-13 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 19=1621/0-3-8.12=1738/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2915, 2-3=-2535,3-4=-61.3-20=-2269. 5-20=-2269,5-21=-2275, 6-21=-227S, 6-7=-61,6-8=-2451, 8-9=-2544.9-10=-2956,10-11=43,1-19=-1538, 10-12*-1651 BOT CHORD 18-19=508,17-18=2616,16-17=2616,15-16=2314,14-15=2647,13-14=2647,12-13=522 WEBS 2-18=-105,2-16=-376,3-16=407, 5-16=-86, 5-15=-75,6-15=410, 9-15—405. 9-13=-75,1-18=2121,10-13=2135 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss AC6 Truss Type CALHIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -0T3-8 19-6-4 4.0-32sFeb 18 1999MiTekIndustries, Inc. Thu Jul21 13:08:342005 Pagel 39-4-0 40-11-p 0-3-8 19-6-4 19-9-12 1-7-0 4x6= 7-3-1 15-3-1 23-9-7 31-9-7 39-4-0 0-3-8 7-3-1 8-0-0 8-6-6 8-0-0 7-6-9 Plate Offsets (X.Y): [1:0-2-4.0-2-41. [2:0-1-12.0-2-01. [9:0-1-12,0-2-01. [10:0-2-12.0-2-01. [13:0-2-4.0-2-0!. M7:0-3-0.edge] LOADING (psf) TCU 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.84 BC 0.83 WB 0.41 (Matrix) DEFL (in) <loc> I/defl Vert(LL) -0.12 15-16 >999 VertfTL) -0.3415-16 >999 Horz(TL) 0.09 12 n/a 1st LCLLMin I/defl = 360 PLATES GRIP M20 197/144 Weight: 192 Ib BRACING TOP CHORD Sheathed or 2-8-13 on center purlin spacing, except end verticals. Except: 2 Rows at 1/3 pts 4-7 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at midpt 2-16,6-16, 6-15,9-15 UMBER DP CHORD 2X4 DF-N No.1/No.2 -6OT CHORD 2X4 DF-N No.1/No.2 'Except' 14-17 2X4DFNo.1&Blr WEBS 2 X 3 SPF Stud 'Except' 2-16 2 X 4 SPF Std, 9-15 2 X 4 SPF Std, 1-19 2X4 DF-N No.1/No.2 1-18 2X4 DF-N No.1/No.2,10-12 2X6 DF-N No.1/No.2 10-13 2 X4 DF-N No.1/No.2 REACTIONS (tb/size) 19=1556/0-3-8,12=1673/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2778, 2-3=-2381,3-4=-2287, 4-5=-312,4-6=-1895, 6-7=-1902.5-7=-312, 7-8=-2294,8-9=-2389, 9-10=-2822,10-11=43,1-19=-1473.10-12=-1587 BOT CHORD 18-19=509,17-18=2488,16-17=2488,15-16=2097,14-15=2524,13-14=2524,12-13=507 WEBS 2-18=-90,2-16=-397,4-16=299,6-16=51,6-15=65, 7-15=301,9-15=-430,9-13=-63.1-18=1991,10-13=2027 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss AC6-2" Truss Type CAL HIP Qty 1 Pry 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -0T3-8 19-6-4 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:35 2006 Page 1 39-4-0 40-11-p 0-3-8 19-6-4 4x6= 19-9-12 DRAG185#PLF. 1-7-0 7-3-1 15-3-1 23-9-7 31-9-7 39-4-0 0-3-8 7-3-1 8-0-0 8-6-6 8-0-0 7-6-9 Plate Offsets <X.Y): f2:0-1-12.0-2-01. f4:Q-1-12.0-2-01 [6:0-1-12.0-2-01. [8:0-1-12.0-2-01. [9:0-2-12.0-2-01. f16:0-3-0.edge1 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Cods UBC97/ANSI95 cst TC 0.80 BC 0.52 WB 0.96 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.08 14-15 >999 Vert(TL) -0.17 14-15 >619 HorzCTL) -0.00 18 nfa 1st LCLLMin I/deft = 360 PLATES GRIP M20 197/144 Weight: 189 tb UMBER BRACING OP CHORD 2X4 DF-N No.1/No,2 TOP CHORD -BOT CHORD 2X4 DF-N No.1/No.2 BOT CHORD WEBS 2 X 3 SPF Stud 'Except* 4-62X4 DF-N No.1/No.2,2-15 2X4 SPF Std, 8-14 2X4 SPF Std WEBS 1-1B 2X4 DF-N No.1/No.2.1-17 2X4 SPF Sid 9-112X6 DF-N No.1/No.2,9-12 2X4 SPF Std Sheathed or 3-9-7 on center purlin spacing, except end verticals. Rigid ceiling directly applied or 6-0-0 on center bracing. Except: 10-0-0 on center bracing: 17-18, 1 Row at midpt 4-6, 2-15,15-19.14-19,8-14,1-17, 9-12 REACTIONS (Ib/size) 18=356/0-3-8,16=29/33-4-0,17=564/33-4-0,15=600/33-4-0,14=600/33-4-0,12=566/33-4-0.11=484/33-4-0,13=29/33-4-0 Max Horz 17=1864(toad case 6). 15=-1896{)oad case 5), 14=1906(load case 6). 12=1618(load case 6), 11=-418(toad case 5) Max Uplift!8=-717(load case 5). 17=-569(load case 5), 15=-215(load case 5), 14=-213(load case 6). 12=-599(load case 6), 11=-639(load case 6) Max Grav18=1129(load case 6), 16=58(load case 2), 17=1244(load case 6), 15=929(load case 6), 14=927(load case 5), 12=1273(load case 5). 11=1178(Ioad case 5), 13=58(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2—339, 2-3=-274, 3-4—177,4-5=-227,5-6=-227,6-7—176, 7-8=-272,8-9=-336,9-10=43,1-18=-287. 9-11=-411 BOT CHORD 17-18=333,16-17=0,15-16=0,14-15=0,13-14=0,12-13=0,11-12=0 WEBS 4-19=-35,6-19=-34, 2-17=-409,2-15=-87, 4-15=-418,15-19=-0,14-19=-3, 6-14—419,8-14=-80,8-12=-414, M7=-89, 9-12=-73 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Alt plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcttrrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TPJ1-1995 criteria. 5} Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE<S} Standard Except: 5) User defined: Lumber !ncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=49.1,2-3=49.1. 3-4=44.8, 4-5=56.1, 5-6—112.1,6-7—100.8, 7-8=-105.1, 8-9=-105.1,9-10—28.0, 17-18=-20.0,16-17=-20.0, 15-16=-20.0,14-15=-20.0, 13-14=-20.0,12-13=-20.0,11-12=-20.0 Horz: 1-2=444.0,2-3=444.0,3-4=470.1,4-5=4065,5-6=406.9,6-7=470.1,7-8=444.0,8-9=444.0 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—105.1, 2-3—105.1, 3-4—100.8, 4-5=-112.1, 5-6=56.1, 6-7=44.8, 7-8=49.1, 8-9=49.1, 9-10=-28.0, 17-18=-20.Q, 16-17—20.0,15-16=-2Q.O, 14-15=-20.0,13-14=-20.0.12-13=-20.0,11-12—20.0 Horz: 1-2—444.0, 2-3=-444.0, 3-4=-470.1,4-5=-406.9, 5-6—406.9,6-7=-470.1, 7-8=-444.0, 8-9=-444.0 Job E-1759 Truss AC7 ' Truss Type CALHIP Qty 1 Ply 2 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21135254 2005 Page 1 19-6-4 39-4-0 40-11-p 0-3-8 19-6-4 19-9-12 1-7-0 8-0-0 7-6-9 Plate Offsets (X.Y1: [2:0-1-12.0-2-01.13:0-1-12.0-2-01. [5:0-1-12.0-2-01. [7:0-1-12.0-2-0?. [9:0-1-12.0-2-01.110:0-1-12.0-2-01. f17:0-3-0,edge1. f19:Q-3-4.edgel. 120:0-1-0.0-2-121 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL O.Q BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.77 BC 0.76 WB 0.62 (Matrix) DEFL (in) (!oc) t/defl Vert(LL) -0.0715-16 >999 VertCTL) -0.22 15-16 >999 HorzfJL) 0.08 12 n/a 1stl_CLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 386 Ib BRACING TOP CHORD Sheathed or 3-9-14 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. UMBER OP CHORD 2X4 DF-N No.1/No.2 •BOTCHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud 'Except* 5-72X4 DF-N No.1/No.2,3-16 2X4 SPF Sid, 9-15 2X4 SPF Std 1-20 2 X 4 SPF Std, 2-18 2X4 SPF Std, 10-12 2X6 DF-N No.1/No.2 10-13 2 X 4 SPF Std, 2-19 2 X 10 DF SS, 1-19 2X4 DF-N No.1/No.2 REACTIONS Ob/size) 20=5709/0-3-8,12=1818/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-5905, 2-3—4077,3-4=-2910, 4-5=-2812,5-6=-254,6-7=-255, 7-8—2632,8-9=-2729,9-10=-3124,10-11=43,1-20—5409.10-12=-1726 BOT CHORD 19-20=473,18-19=5382,17-18=3734,16-17=3734,15-16=2523,14-15=2802.13-14=2802,12-13=588 WEBS 5-21—2443, 7-21—2277,3-18=563, 3-16=-1234.5-16=549,16-21=164,15-21—155, 7-15=476,9-15=-389, 9-13=-91, 2-18—1692,10-13=2225,2-19=1064. 1-19=5740 NOTES 1) 2-pfy truss to be connected together with 0,131"x3" Nails as follows: Top chords connected with 2 row(s) at 0-9-0 on center. Bottom chords connected with 1 raw(s) at 0-9-0 on center. Webs connected as follows: 2X3-1 row(s) at 0-9-0 on center, 2X4-1 rovv(s) at 0-9-0 on center, 2X10-2 row(s) at 0-9-0 on center. 2) Special connection required to distribute bottom chord loads equally between all plies. 3) This truss has been checked for unbalanced loading conditions. 4) Except as shown below, special connection^) required to support concentrated load(s). Design of connection^) is delegated to the building designer. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSI/TP11-1995 criteria. 8) Load case(s) 1,2,3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. f LOAD CASE(S) 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2—60.0, 2-3=-60.0, 3-4=-60.0, 4-5—60.0,5-6—60.0.6-7=-60.0, 7-8=-60.0,8-9=-60.0, 9-10=-60.0,10-11—60.0, 19-20=-20.0,18-19=-20.0,17-18=-20.0,16-17—20.0,15-16—20.0,14-15—20.0,13-14=-20.0,12-13=-20.0 Concentrated Loads (Ib) Vert: 19—4298 2) UBC: Lumber lncrease=1.25, Plate Increased .25 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=-28.0, 3-4=-2S.O, 4-5=-28.0, 5-6=-28.0, 6-7—28.0, 7-S=-28.0, 8-9—28.0. 9-10=-28.0, 10-11=-28.0, 19-20=-40.0, 18-19=-40.0, 17-18=-40.0, 16-17—40.0, 15-16=-40.0, 14-15=-40.0, 13-14—40.0, 12-13=-40.0 Concentrated Loads (Ib) Vert: 19=-4293 3) 1sl unbalanced Regular Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-60.0, 2-3=-60.0. 3-4=-60.0, 4-5=-60.0, 5-6=-60.0, 6-7—28.0, 7-8=-28.0, 8-9=-28.0. 9-10=-2&.0,10-11=-28.0, 19-20^-20.0,18-19—20.0,17-18—20,0,16-17—20.0,15-16-20.0.14-15—20.0,13-14—20.0,12-13=-20.0 Continued onjaagg 2 __ ________ Job E-1759 Truss AC7 Truss Type CAL HIP Qty 1 Ply 2 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:52:54 2006 Page 2 OADCASE(S) Concentrated Loads (Ib) Vert: 19*-429& 4) 2nd unbalanced Regular: Lumber lncrease=1.25, Plate Increase3! .00 Uniform Loads (plO Vert: 1-2=-28.0,2-3=-28.0,3-4=-28.0,4-5=-28.0, S-6=-28.0, 6-7=-60.0, 7-8=-60.0,8-9=-60.0,9-10=-60.0,10-11—60.0,19-20=-20.0,18-19=-20.0,17-18=-20.0, 16-17=-20.0,15-16=-20,0,14-15=-20.0,13-14=-20.0,12-13=-20.0 Concentrated Loads (Ib) Vert: 19=-4298 Job E-1759 Truss ACS Truss Type CALHIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fonlana, CA 92335 8, 16-4-3 ,18-2-4,20-0-5, 4.0-32 s Feb 18 1999 MtTek Industries, Inc. Thu Jtri 21 13fl8;36 2005 Page 1 38-0-0 16-4-3 1-10-1 1-10-1 17-11-11 1-7-0 I-7-8,5-11-1 13-11-1 22-5-7 30-5-7 38-0-0 -7-8 5-11-1 8-0-0 8-6-6 8-0-0 7-6-9 Plate Offsets (X.Y): [2:0-1-12.0-2-0], [9:0-1-12.0-2-01. [10:0-2-12.0-2-0], [13:0-2-4.0-2-0], {17:0-3-0,edgel LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL Q.Q BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress tnct NO Code UBC97/ANSI95 CSI TC 0.85 BC 0.84 WB 0.41 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.11 15-16 >999 Vert(TL) -0.32 15-16 >999 Hotz(TL) 0.08 12 n/a 1st LCLL Win l/defl = 360 PLATES GRIP M20 197/144 Weight: 182 Ib BRACING ' TOP CHORD Sheathed or 2-7-4 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS IRowatmidpt 2-16.5-16,5-15.9-15 UMBER 3P CHORD 2X4 DF-N No.l/No.2 -?t • jOT CHORD 2X4 DF-N No.1/No.2 'Except* 14-172 X4DFNo.1&Btr WEBS 2 X 3 SPF Stud "Except* 2-16 2X4 SPF Std, 9-15 2X4 SPF Std, 1-19 2X4 SPF Std 1-18 2X4 DF-N No.1/No.2.10-12 2X6 DF-N No.1/No.2 10-132 X 4 DF-N No.1/No.2 REACTIONS (Ib/size) 19=1570/0-3-8, 12=1682/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2377, 2-3=-2329,3-4=-61,3-20=-2080, 5-20—2080,5-21—2153, 6-21—2153, 6-7—61, 6-8—2319, 8-9=-2412, 9-10=-2840,10-11=43,1-19=-1508, 10-12=-1596 BOT CHORD 18-19=155,17-18=2140,16-17*2140,15-16=2158,14-15=2540,13-14=2540,12-13=512 WEBS 2-18=-339,2-16=-62, 3-16=327, 5-16=-149,5-15=-10.6-15=362, 9-15=-422,9-13=-64,1-18=2039,10-13=2038 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) AH plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss ACS ' Truss Type CAL HIP Universal Truss, Inc., Fontana, CA 92335 8 14-4-3 18-2-4 Qty 1 Ply 1 LA COSTA GLENrrQM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Ju) 21 13:08:37 2005 Page 1 22-0-5 38-0-0 . 14-4-3 3-10-1 3-10-1 15-11-11 3x411 -1-7-8,5-11-1 13-11-1 22-5-7 30-5-7 38-0-0 1-7-8 5-11-1 8-0-0 8-6-6 8-0-0 7-6-9 Plate Offsets <X.Yl: f 1 :0-2-4.0-2-01. [2:0-1-12.0-2-01. [6:0-1-12.0-2-01, [7:0-3-12,0-2-01. [9:0-3-0.0-2-81. [13:0-3-0.edqel LOADING (psl) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.85 BC 0.81 WB 1.00 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.11 11-12 >999 Vert(TL) -0.31 9-11 >999 HorzffL) 0.08 8 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 173 Ib BRACING TOP CHORD Sheathed or 2-6-15 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS tRowatmidpt 2-12,4-12,4-11,6-11 'MMBER 3PCHORD 2X4DF-NNo.1/No.2 •^iOT CHORD 2X4 DF-N No.1/No.2 'Except* 10-13 2X4 DFNo.1&Btr WEBS 2X3 SPF Stud 'Except" 2-12 2X4 SPF Std, 6-112X4 SPF Std, 1-15 2X4 SPF Std 1-142 X 4 DF-N No.1/No.2, 7-82X6 DF-N No.1/No.2 7-92X4SPFStd REACTIONS (Ib/size) 15=1505/0-3-8,8=1505^0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2272, 2-3=-2187, 3-4—1946,4-5=-2020, 5-6=-2269,6-7=-2739,1-15=-1443, 7-8=-1417 BOT CHORD 14-15=148,13-14=2044,12-13=2044,11-12=2014,10-11=2450, 9-10=2450, 8-9=654 WEBS 2-14=-317,2-12=-104,3-12=329,4-12=-131,4-11=13, 5-11=362,6-11=-468,6-9=-44,1-14=1947, 7-9=1804 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSIHPI1-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss AD Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -1-1-0 , 4-0-10 7-1-12 4.0-32 s Feb 18 1999 MiTek industries, Inc. Thu Jul 21 13*8:38 2005 Page 1 10-2-14 , 15-4-8 , 16-11-8 , 1-1-0 4-0-10 3-1-2 3-1-2 4x4= 5-1-10 DRAG 1600# 1-7-0 3x4=3x8 =3x5= -1-1-0 7-1-12 15-4-8 1-1-0 7-1-12 8-2-12 Plate Offsets fX.Yl: [7:0-2-4,0-1-81. (9:0-1-8,0-1-J LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 C5I TC 0.75 BC 0.64 WB 0.72 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.06 7-8 >999 Vert(TL) -0.13 7-8" >999 Horz(TL) 0.03 7 n/a 1st LCLL Win l/defl = 360 PLATES GRIP M20 197/144 Weight: 64 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-9 on center bracing. WEBS 1 Row al midpt 4-7 'UMBER OP CHORD 2X4 DF-N No.1/No.2 -JOTCHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud *Excepf 1-9 2 X 4 SPF Std, 5-7 2 X 4 DF-N No.1/No.2 REACTIONS (Ib/size) 9=597/0-3-8,7=717/0-3-8 Max Horz 9=-18850oad case 5) Max Uplffi9=-116(load case 5), 7=-116(Ioad case 6) Max Grav9=834(load case 6), 7=946(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2—215, 2-3=-667, 3-4=-670, 4-5=-378, 5-6=41,1-9=-190, 5-7=-395 BOT CHORD 8-9=625,7-8=715 WEBS 2-8=-55, 3-8=292,4-8=-172,2-9=-580,4-7=-486 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4} This truss has been designed with ANSI/TP11-1995 criteria. 5) Loadcase(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (ptf) Vert:8-9=-20.0,7-8=-20.0,1-2=24.1, 2-3=24.1, 3-4=-80.1.4-5—80.1,5-6=-28.0 Horz: 1-2=300.0, 2-3=300.0,3-4=300.0, 4-5=300.0 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (ptf) Vert: 8-9=-20.0, 7-8=-20.0,1-2=-80.1,2-3=-80.1, 3-4=24.1, 4-5=24.1, 5-6=-28.0 Horz: 1-2=-300.0. 2-3—300.0,3-4=-300.0,4-5=-300.0 Job E-1759 Truss AD1 ' Truss Type COMMON Universal Truss, Inc., Fontana, CA 92335 , -1-1-0 , 3-0-6 Qty 1 Ply 2 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Ju) 21 13*8:39 2005 Page 1 7-1-12 , 11-3-2 | 15-4-8 , 1-1-0 3-0-6 4-1-$4-1-6 4-1-6 4x5= DRAG100#PLF. 3x4 4x7- -1-1-0 4-4-13 9-10-11 15-4-8 1-1-0 4-4-13 5-5-13 5-5-13 Plate Offsets (X.Y): [3:0-2-4,0-1-8], [4:0-2-3.0-2-01. [5:3-10-8,0-0-01. [5:0-0-6.0-4-3], [6:0-3-0.0-5-0], [7:0-3-0.0-4-121 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1,00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.91 BC 0.77 WB 0.45 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.06 6-7 >999 Vert(TL) -0.16 6-7 >999 Horz(TL) 0.03 5 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 173 Ib BRACING TOP CHORD Sheathed or 4-6-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. ' {LJMBER DP CHORD 2X4 DF-N No.l/No.2 ~oOT CHORD 2 X 6 DF SS WEBS 2 X 4 SPF Std "Except" 3-72X4 DF-N No.1/No.2, 3-62X4 DF-N No.1/No.2 1-82X4DF-NNo.1/No.2 SLIDER Right 2X6 DF-N No. 1/No.2 4-5-11 REACTIONS (to/size) 5=4703/0-3-8, 8=5278/0-3-8 Max Korz 8=1523(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1188, 2-3=-6607, 3-4=-7687,4-5=-7737,1-8=-654 BOT CHORD 7-8=5264,6-7=4801,6-9=6803,5-9=6803 WEBS 2-7=1486,3-7*2253, 3-6=3990, 4-6=490, 2-8=-5414 NOTES 1)2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-8-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. 6) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Unifornj Loads (plf) Vert: 1-2=-60.0, 2-3=-60.0, 3-4=-60.0.4-5=-60.0. 7-8=-635.8, 6-7=-635.8,6-9=-635.8.5-9=-20.0 5) User defined: Lumber fncrease=1.33, Plate |ncrease=1.06 Uniform Loads (plf) Vert. 1-2=13.7,2-3=13.7,3-4=-69.7,4-5=-82.8,7-8=-389.5,6-7—389.5,6-9=-3S9,5,5-9—20.0 Horz: 1-2=240.0, 2-3=240.0, 3-4=240.0,4-5=182.4 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-69.7, 2-3=-69.7, 3-4=13.7.4-5=26,8, 7-8=-389.5,6-7=-389.5,6-9—389.5, 5-9—20.0 Horz: 1-2=-240.0, 2-3—240.0, 3-4—240.0,4-5=-182.4 Job E-1759 Truss AD-2- Truss Type COMMON - Qty 1 Ply 1 LA COSTA GLENfTOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 a Feb 18 1999 MiTett Industries. Inc. Thu Jul 21 13:08:40 2005 Page 1 I -1-7-0 , 8-2-12 . 16-5-8 , 18-0-8 , 1-7-0 8-2-12 8-2-12 1-7-0 DRAG 1QO# PLF. 2x4 8-2-12 16-5-S 8-2-12 8-2-12 Plate Offsets (X.Y): f7:0-2-0.0-2-4l, [15:0-1-8.0-1-81. [23:0-1-8.0-1-81 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.50 BC 0.81 WB 0.68 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.21 22 >915 Vert(TL) -0.26 22 >736 Horz(TL) 0.03 14 n/a 1st LC LL Mm l/defl = 360 PLATES GRIP M20 197/144 Weight: 73 Ib BRACING TOP CHORD Sheathed or 4-10-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-4-10 on center bracing. UMBER OP CHORD 2X4 DF-N No.1/No.2 -tJOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud "Except* 2-24 2 X 4 SPF Std, 12-14 2 X 4 SPF Std OTHERS 2X3 SPF Stud REACTIONS (Ib/size) 24=754/0-3-8, 14=754/0-3-8 Max Horz24=-1617(load case 5) Max Grav24=842(load case 6), 14=842(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=41,2-3=-824,3-4=-806,4-5=-786,5-6=-773,6-7=-742, 7-8=-742,8-9=-773,9-10=-786,10-11=-806,11-12=-824,12-13=41,2-24=-697,12-14=-697 BOT CHORD 23-24=82, 22-23=717, 21-22=717.20-21=717.19-20=717,18-19=717,17-18=717.16-17=717.15-16=717,14-15=82 WEBS 7-19=247, 2-23=658,12-15=658,11-15=-114,10-16=-29, 9-17=-36, 8-18=-10, 3-23=-114, 4-22=-29, 5-21=-36, 6-20=-10 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 on center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANS1/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verily that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber Increase=1.33, Plate lncrease=1.06 Uniforrrt Loads (plf) Vert: 1-2=-2S,0,2-3=13.7,3-4=13.7, 4-5=13.7,5-6=13.7,6-7=13.7,7-8=-69.7, 8-9=-69.7,9-10=-69.7,10-11=-69.7, 11-12=-69.7, 12-13=-28.0, 23-24=-20.0. 22-23=-20.0.21-22—20.0, 20-21=-20.0,19-20=-20.0,18-19—20.0, 17-18=-2Q.0.16-17=-20.Q, 15-16=-20.0,14-15=-20.0 Horz: 2-3=240.0, 3-4=240.0,4-5=240.0, 5-6=240.0,6-7=240.0, 7-8=240.0. 8-9=240.0, 9-10=240.0,10-11=240.0, 11-12=240.0 6) User defined: Lumber lncrease=1,33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0,2-3=-69.7.3-4=-69.7.4-5=-69.7.5-6=-69.7,6-7—69.7, 7-8=13.7,8-9=13.7,9-10=13.7.10-11=13.7, 11-12=13.7,12-13—28.0, 23-24=-20.0,22-23=-20.0,21-22=-20.0, 20-21=-20.0,19-20=-20.0,18-19=-20.0, 17-18—20.0,16-17=-20.0, 15-16—20.0,14-15=-20.0 Horz: 2-3=-240.0, 3-4—240.0, 4-5=-240.0,5-6—240.0,6-7=-240.0, 7-8—240.0.8-9=-240.0, 9-10—240.0, 10-11=-240.0 . 11-12=-240.0 Job E-1759 Truss AF Truss Type CAL HIP Universal Truss, Inc., Fontana, CA 92335 I -1-7-0 7-11-11 13-0-3 Qty 1 Ply 2 LA COSTA GLENm)M 4.0-32 & Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:41 2005 Page 1 18-5-13 23-6-5 31-6-0 33-1-0, 1-7-0 7-11-11 5-0-8 5-5-10 5-0-8 7-11-11 1-7-0 7-6-9 13-0-3 18-5-13 23-11-7 31-6-0 7-6-9 5-5-10 5-5-10 5-5-10 7-6-9 Plate Offsets (X.Y1: M2:0-2-8,edpel LOADING (psf) TOLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Iftcr NO Code UBC97/ANSI95 CSI TC 0.57 BC 0.83 WB 0.59 (Matrix) DEFL (in) d°c) l/defl Vert(LL) -0.16 11-13 >999 Vert(TL) -0.41 11-13' >898 HorzfTL) 0.09 9 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 277 Ib BRACING TOP CHORD Sheathed or 4-6-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. UMBER DP CHORD 2X4 DF-N No.1/No.2 -JDT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud -Except* 2-15 2X6 DF-N No.1/No.2.2-14 2X4 DF-N No.1/No.2 7-92X6 DF-N No.1/No.2, 7-102 X 4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=3090/0-3-8, 9=3090/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=43, 2-3=-5812, 3-16=-5302,16-17=-5302,4-17=-5302,4-5=-6946, 5-18=-5302,18-19=-5302, 6-19=-5302,6-7=-5812, 7-8=43,2-15=-2875, 7-9=-2S74 BOT CHORD 14-15=864,14-20=6945.20-21=6945,13-21=6945,12-13=6945,11-12=6945,11-22=6946,22-23=6946,10-23=6946,9-10=864 WEBS 3-14=938,4-14=-1974.4-13=261,4-11=1.5-11=262, 5-10=-1975, 6-10=938, 2-14=4485, 7-10=4485 NOTES 1)2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 2 row(s) at 0-9-0 on center. Bottom chords connected with 1 row(s) at 0-9-0 on center. Webs connected as follows: 2X3-1 row(s) at 0-9-0 on center, 2X4-1 row(s) at 0-9-0 on cenler. 2) This truss has been checked for unbalanced loading conditions. 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2—60.0.2-3=-60.0,3-16=-145.6,16-17=-145.6,4-17=-145.6, 4-5—145.6, 5-18—145.6,18-19=-145.6, j6-19=-145.6,6-7=-60.0, 7-8=-60.0,14-15=-48.5,14-20=-48.5, 20-21=-48.5,13-21=-48.5.12-13=-48.5,11-12=-48.5, 11-22=-48.5, 22-23=-48.5,10-23=-48.5,9-10=-48.5 Concentrated Loads (Ib) Vert:16=-60019=-600 Job E-1759 I Truss AF1 Truss Type CALHIP Universal Truss, Inc., Fontana, CA 92335 I -1-7-0 4-7-7 , 9-11-11 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 sFeb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:42 2005 Page 1 15-9-0 21-6-5 26-10-9 , 31-6-0 ,33-1-0, 1-7-0 4-7-7 5-4-4 5-9-5 5-9-5 5-4-4 4-7-7 1-7-0 9-6-9 15-9-0 21-11-7 31-6-0 9-6-9 6-2-7 6-2-7 9-6-9 Plate Offsets (X.YV [10:0-2-8.0-1-81. 112:0-2-8.0-3-01. [14:0-2-8,0-1-8] LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.51 BC 0.78 WB 0.83 (Matrix) DEFL (in) floe) l/defl Vert(LL) -0.11 13-14 >999 VertfTL) -0.26 13-14 >999 Horz(TL) 0.08 10 n/a 1st LC LL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 133 Ib ' UMBER DP CHORD 2X4 DF-N No.1/No.2 JOT CHORD 2X4DFNo.1&Btr WEBS 2 X 3 SPF Stud 'Except* 2-14 2X6 DF-N No.1/No.2,8-10 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 14=1384/0-3-8, 10=1384/0-3-8 BRACING TOP CHORD Sheathed or 3-10-4 on center purlin spacing, excefrt end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at midpt 3-14,7-10 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=43, 2-3=-534.3-4=-2107,4-1S=-1914,5-15=-1914, 5-16=-1914,6-16=-1914,6-7=-2107, 7-8=-534.8-9=43, 2-14=-458, 8-10=-458 BOT CHORD 13-14=1836.12-13=2242,11-12=2242,10-11=1836 WEBS 3-13=95,4-13=345.5-13=-405, 5-12=109. 5-11—405,6-11=345, 7-11=95,3-14=-1624,7-10=-1624 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connections) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (pit) Vert: 1-2=-60.0, 2-3=-60.0, 3-4=-60.0, 4-15=-60.0,5-15=-60.0, 5-16=-60.0,6-16=-60.0, 6-7=-60.0, 7-8—60.0, 8-9—60.0,13-14=-20.0,12-13—20.0,11-12—20.0,10-11—20.0 Concentrated Loads (Ib) Vert: 15—30 16—30 Job E-1759 Truss AF2 Truss Type CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:43 2005 Page 1 ,-1-7-0 4-7-7 11-11-11 15-9-0 19-6-5 26-10-9 31-6-0 1-7-0 4-7-7 7-4-4 3-9-5 3-9-5 7-4-4 4-7-7 9-6-9 15-9-0 21-11-7 31-6-0 9-6-9 6-2-7 6-2-7 9-6-9 Plate Offsets fX.Yi: [11:0-2-8.0-1-81. [13:0-2-8.0-3-01. [15:0-2-8.0-1-81 LOADING (psf) TOLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.63 BC 0.80 WB 0.90 (Matrix) DEFL (in) (loc) l/defl Verl(LL) -0.11 14-1§ >999 Vert(TL) -0.2711-12 >999 Horz(TL) 0.08 11 n/a 1st LC LL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 137 tb 1JUMBER OP CHORD 2X4 DF-N No.1/No.2 .-JOT CHORD 2 X 4 DF No.l&Btr WEBS 2X3 SPF Stud "Except' 2-152 X 6 DF-N No.1/No.2,10-11 2 X6 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1422/0-3-8,11=1303/0-3-8 BRACING 1 TOP CHORD Sheathed or 3-6-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at midpt 3-15. 9-11 FORCES (Ib) - First Load Case Only TOP CHORD 1-2»43,2-3=-556, 3-4=-2200,4-5=-61, 4-16=-2006, 6-16=-2006. 6-17=-2015, 7-17=-2015, 7-8=-61, 7-9=-2211,9-1Q=-680, 2-15=-472,10-11=-403 BOT CHORD 14-15=1895,13-14=2344,12-13=2344.11-12=1927 WEBS 3-14=131,4-14=337. 6-14=-418,6-13=109. 6-12=-406, 7-12=342, 9-12=106,3-15=-1672,9-11=-1574 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TPI1-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss AF3-2 Truss Type CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 7-6-9 , 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jut 2113:08:44 2005 Page 1 13-1-11 18-4-5 23-11-7 31-6-0 7-6-9 5-7-2 5-2-10 5-7-2 7-6-9 5.00 3x5 4-0-0 7-6-9 12-8-9 18-9-7 23-11-7 31-6-0 4-0-0 3-6-9 5-2-0 6-0-14 5-2-0 7-6-9 Plate Offsets (X.Y): M:0-1-12.0-1-81. f4:0-3-0.0-0-8]. {7:0-1-12.0-1-81. M3:0-1 -8.0-1-81. [14:0-1-12.0-1-8] LOADING (psf) TOLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.81 BC 0.66 WB 0.65 (Matrix) DEFL (in) (|oc) l/defl Vert(LL) -0.05 8-9 >999 Vert(TL) -0.13 8-9 >999 Horz(TL) 0.03 8 n/a 1stLCLLMinl/def) = 360 PLATES GRIP M20 197/144 Weight: 139 Ib BRACING TOP CHORD Sheathed or 3-9-14 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. UMBER OP CHORD 2X4DF-NNo.1/No.2 -BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud 'Except' 1-152X6 DF-N No.1/No.2. 7-82X6 DF-N No.1/No.2 7-92X4 SPF Std, 2-14 2X4 SPF Std OTHERS 2X3 SPF Stud REACTIONS (Ib/size) 15—35/4-3-8, 8=1057/0-3-8,14=1461/4-3-8 Max Horz 15=80{load case 3), 14=-80(load case 3) Max Uplift15=-82(load case 4} FORCES (Ib) - First Load Case Only TOP CHORD 1-2=330, 2-3=-809,3-4=-1179,4-5=-1238, 5-6—1390,6-7=-1769,1-15=58,7-8=-971 BOT CHORD 14-15=0,13-14=-260,12-13=710,11-12=1055,10-11=1055,9-10=1548,8-9=637 WEBS 3-13=-602, 3-12=424, 4-12—127,4-10=255,5-10=159, 6-10=-380, 6-9=22,2-13=1177, 7-9=915, 2-14=-1300,1-14=-334 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss AF4 Truss Type CAL HIP Qty 1 Ply 1 LA COSTA GLEN;TOM Universal Truss, Inc., Fontana, CA 92335 3-6-9 , 11-1-11 ,12-4-5 4.0-32 s Feb 1S1999 WliTek Industries, inc. Thu Jul 2113:08:45 2005 Page 1 19-11-7 , 27-6-0 1-5x4 11 3-6-9 8-6-9 14-9-7 19-11-7 27-6-0 3-6-9 5-2-0 6-0-14 5-2-0 7-6-9 Plate Offsets iX.Y): I3:0-4-0.0-0-Sl, [8:0-2-8.0-1^1. 110:0-2-0.0-1-121. (14:0-1-12.0-1-81 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1,25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.85 BC 0.6S WB 0.61 (Matrix) DEFL (in) (loc) l/cfefl Vert(LL) -0.05 9-10 >999 VertfTL.) -0.1411-13 >999 Horz(TL) 0.04 9 n/a 1st LOLL Mini/deft = 360 PLATES GRIP M20 197/144 Weight: 129 Ib BRACING TOP CHORD Sheathed or 3-6-8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. ' UMBER DP CHORD 2X4 DF-N No.t/No.2 -JOTCHORD 2X4 DF-N No.1/No,2 WEBS 2X3 SPF Stud "Except" 1-15 2X4 DF-N No.1/No.2, 8-92X6 DF-N No.1/No.2 8-102 X4SPFStd REACTIONS (Ib/size) 15=1159/0-3-8,9=1141/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2—1067, 2-3=-1400, 3-4=-61, 3-16=-1430,16-17—1430.5-17—1430, 5-6=-61, 5-7=-1590, 7-8—1940,1-15—1118,8-9=-1054 BOT CHORD 14-15=43,13-14=949,12-13=1265,11-12=1265,10-11=1705,9-10=664 WEBS 2-14=-552, 2-13=388,3-13=-108. 3-11=230. 5-11=152. 7-11=-337, 7-10=7,1-14=1100,8-10=1046 MOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss AF5 Truss Type CAL HIP Universal Truss, Inc., Forrtana, CA 92335 0-0 11-9-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jut 21 13.08:45 2005 Page 1 27-6-0 •0-0 11-9-0 15-9-0 3x4- -4-0-0 3-6-9 8-8-9 14-9-7 19-11-7 27-6-0 4-0-0 3-6-9 5-2-0 6-0-14 5-2-0 7-6-9 Plate Offsets (X.YV- [7:0-2-12.0-1-81. 19:0-2-0.0-1-121. 113:0-1-12.0-1-81 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.76 BC 0.86 WB 0.67 (Matrix) DEFL fin) (loc) l/defl Vert(LL) -0.28 9-10 >999 Vert(TL) -053 9-10 >615 Horz(TL) 0.04 8 n/a 1st LC LL Mm i/defl = 360 PLATES GRIP M20 197/144 Weight: 137 Ib UMBER DP CHORD 2X4 DF-N No.1/No.2 'Except' 1-42X4DFNo.1ABtr BOTCHORD 2X4 DFNo.liBtr'Except* • 8-11 2X4DF-NNo.1/No.2 WEBS 2X3 SPF Stud 'Except* 1-142X4 DF-N No.1/No.2, 7-82X6 DF-N No.1/No.2 7-92X4SPFStd 2X6 DF-N No.3 BRACING TOP CHORD Sheathed or 3-8-13 on center purlin spacing, except end verticals. Except: 1 Row at midpt 3-5 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. OTHERS REACTIONS (Ib/sire) 14=1128/0-3-8, 8=1117/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1006,2-3=-1411,3-4—224,3-5=-1143, 4-5=-178.5-6=-1470,6-7=-1919,1-14—1055,7-8—1037 BOT CHORD 13-14=63,12-13=886,11-12=1286,10-11=1286,9-10=1691,8-9=592 WEBS 2-13=-594, 2-12=495, 3-12=4,5-10=333,6-10=-493,6-9=48,1-13=1000, 7-9=1104 MOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connection^} required to support concentrated toad(s). Design of connection^} is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M2Q plates unless otherwise indicated. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANSt/TP11-1995 criteria. 7) Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1) Regular Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-60.0,2-3=-60.0, 3-4—60.0, 4-5=-60.0, 5-6—60.0, 6-7=-60.0.13-14=-20.0,12-13=-20.0, 11-12=-20.0, 10-11=-20.0, 9-10=-20.Q, 8-9=-20.0 Concentrated Loads (Ib) Vert: 11 =-75 2) UBC: Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=-2S.O, 3-4—28.0, 4-5—28.0,5-6—28.0, 6-7—28.0,13-14=-40.0, 12-13=-40.0, 11-12=-20.0, 10-11=-20.0, 9-10=-40.0, 8-9=-40.0 Concentrated Loads (Ib) Vert: 11 =-75 / 1st unbalanced Regular: Lumber Increased.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-60.0, 2-3=-60.0, 3-4=-60.0,4-5—28.0, 5-6=-28.0, 6-7—28.0, 13-14—20.0,12-13=-20.0, 11-12=-20.0, 10-11 =-20.0, 9-10=-20.0, 8-9=-20,0 Concentrated Loads (Ib) Vert: 11—75 Cpntinued_pn page 2 _____ „ Job E-1759 Truss AF5 Truss Type CAL HIP City 1 Ply 1 LA COSTA GLENfTOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 15 1999 MiTek Industries. Inc. Thu Jut 21 13.-08:46 2005 Page 2 2nd unbalanced Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-28.0.2-3=-28.0,3-4=-28.0,4-5=-60.Q, 5-6=-6Q.0,6-7=-6Q.0,13-14=-2Q.Q,12-13=-2Q.0,11-12=-20.0,10-11=-20.0.9-10=-20.0, Concentrated Loads (Ib) Vert: 11=-75 Job E-1759 Truss AG Truss Type COMMON Universal Truss, Inc., Fontana, CA 92335 -0,3-0 7-3-9 , 12-5-9 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:46 2005 Page 1 16-3-12 20-1-15 | 25-3-15 , 31-3-0 32-10-8 0-3-0 7-3-9 5-2-0 3-10-3 3-10-3 3x4= 5-2-0 5-11-1 1-7-8 7-3-9 12-5-9 20-1-15 25-3-15 31-3-0 0-3-0 7-3-9 5-2-0 7-8-6 5-2-0 5-11-1 1-7-6 Plate Offsets (X.Y): [1 :0-2-4.0-2-01. f4:0-2-0.edqel. f 7:0-2-0.0-2-01. [9:0-2-4,0-1-81. [13:0-2-8.0-2-41 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-Q-O Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress lnc» NO Code UBC97/ANSI95 CSl TC 0.76 BC 0.94 WB 0.80 (Matrix) OEFL (in) (loc) i/defl VertfLL) -0.43 12-13 >860 VertCTL) -0.64 12-13 >585 HorzfTL) 0.05 8 n/a IslLCLLMin I/defl = 360 PLATES GRIP M20 197/144 Weight: 150 Ib UMBER DP CHORD 2X4 DF-N No.1/No.2 JOT CHORD 2X4 DF-N No.1/No.2 'Except' 8-112X4DFNo.1&Btr WEBS 2X3 SPF Stud 'Except* 3-52X4 SPF Std, 1-14 2X4 DF-N No.1/No.2,1-13 2X4 SPF Std 7-82X4 DF-N No.1/No.2, 7-92X4 SPF Std 2X6 DF-N No.3 TOP CHORD Sheathed or 3-5-8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at midpt 3-5 OTHERS REACTIONS (Ib/size) 14=1274/0-3-8,8=1277/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2193.2-3=-1841, 3-4=-327,4-5=-356,5-6=-1819, 6-7=-1838,1-14=-1187, 7-8=-1192 BOT CHORD 13-14=562,12-13=1944,11-12=1629.11-17=1629,10-17=1629,9-10=1631,8-9=233 WEBS 2-13=-40, 2-12=-390, 3-12=362,3-5=-1350,5-10=253,6-10=-2, 6-9=-300,1-13=1391, 7-9=1435 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special conrtection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. 6) Load case(s) 1, 2, 3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (ptf) Vert: 1-2=-60.0, 2-3=-60.0,3-4=-60.0, 4-5=-60.0,5-6—60.0, 6-7=-60.0,13-14=-20.0.12-13=-20,0,11-12—20.0, ?11-17=-20.0,10-17=-20.0,9-10=-20.0,8-9=-20.0 Concentrated Loads (Ib) Vert: 17=-75 2) UBC: Lumber Increased.25, Plate lncrease=1.25 Uniform Loads (pit) Vert: 1-2—28.0, 2-3=-28.0, 3-4=-28.0,4-5=-28.0, 5-6=-28.0, 6-7=-28.0,13-14=-40.0, 12-13=-40.0,11-12—20.0, 11-17=-20.0,10-17=-20.0,9-10=-40.0,8-9=-40.0 Concentrated Loads (Ib) Vert:17=-75 3) 1st unbalanced Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-60.0, 2-3=-60.0, 3-4=-60.0, 4-5—28.0,5-6—28.0, 6-7—28.0,13-14=-20.0,12-13=-20.0,11-12=-20.0, 11-17=-20.0,10-17—20.0,9-10=-20.0, 8-9—20.0 Concentrated Loads (Ib) Vert:17=-75 4) 2nd unbalanced Regular: Lumber lncrease=1.25, Plate lncrease-1.00 j_Conlinued on page 2 _^____^__.. >^________ Job E-1759 Truss AG Truss Type COIUBVlOrJ Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:46 2005 Page 2 Uniform Loads (plf) Vert: 1-2—28.0,2-3—28.0,3-4=-28.0.4-5=-60.0,5-6=-60.0. 6-7—60.0,13-14=-20.0,12-13=-20.0,11-12=-20.0,11-17=-20.0,10-17—20.0,9-10=-20.0,8-9=^-20.0 Concentrated Loads (Ib) Vert: 17=-75 Job E-1759 Truss AG-2 ' Truss Type COMMON cay 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:472005 Page 1 -0-3-0 7-3-9 , 12-5-9 , 16-3-12 . 20-1-15 , 25-3-15 31-3-0 32-10-8. 0-3-0 7-3-9 5-2-0 3-10-3 3-10-3 3X4 = 5-2-0 5-11-1 1-7-8 DRAG140#PLF. 5x7 7-3-9 12-5-9 20-1-15 25-3-15 31-3-0 32-10-a 0-3-0 7-3-9 5-2-0 7-8-6 5-2-0 5-11-1 1-7-8 Plate Offsets fX.Y): M :0-4-0,0-2-Ql. f4:0-2-0.edgel, {7:0-2-4.0-1-121, {9:0-2-4.0-1-81, [11:0-3-12.edge1. [13:0-2-0,0-2-01 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.96 BC 0.91 WB 0.80 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.48 12-13 >779 Verl(TL) -0.6712-13 >558 Horz(TL) 0.10 8 n/a 1st LCLLMin l/defl = 360 PLATES M20 M16 GRIP 197/144 176/121 Weight: 146 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 2-8-4 on center bracing. WEBS 1 Row at midpt 3-5 ' UMBER 3P CHORD 2X4DF-NNo.1/No.2 ^OTCHORD 2X4DFNo.1&Btr "Except" 8-11 2X4 DF-N 2400F 2.0E - WEBS 2X3 SPF Stud 'Except' 3-52X4 SPF Std, 1-14 2X4 DF-N No.1/No.2 1-13 2X4 DF-N No.1/No.2, 7-82X4 DF-N No.1/No.2 7-92X4 DF-N No.1/No.2 OTHERS 2X3 SPF Stud REACTIONS (Ib/size) 14=1238/0-3-8,8=1238/0-3-8 Max Horz 14=-4334(load case 5) Max UplifH4=-347(load case 5), 8—267(load case 6) MaxGrav14=1833(loadcase6),8=1753(loadcase5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2—2124, 2-3=-1751, 3-4=-327, 4-5=-355, 5-6=-1731,6-7—1778,1-14—1155, 7-8=-1158 BOT CHORD 13-14=528, 12-13=1881, 11-12=1547, 10-11=1547,9-10=1576,8-9=217 WEBS 2-13=-19, 2-12=-414,3-12=325,3-5=-1269,5-10=223,6-10=-37,6-9=-274,1-13=1361,7-9=1396 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. 5) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber Increase=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=30.3,2-3=30.3,3-4=30.3, 4-5=-86.3, 5-6=-86.3, 6-7=-86.3,13-14—20.0,12-13=-20.0.11-12—20.0, 10-11=-20.0, 9-10—20.0,8-9=-20.0 Horz: 1-2=336.0, 2-3=336.0. 3-4=336.0, 4-5=336.0, 5-6=336.0, 6-7=336.0 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—86.3,2-3—86.3, 3-4=-86.3, 4-5=30.3, 5-6=30.3, 6-7=30.3,13-14=-20.0,12-13—20.0, 11-12=-20.0, 10-11—20.0, 9-10—20.0, 8-9—20.0 Horz: 1-2=-336.0, 2-3=-336.0, 3-4=-336.0, 4-5=-336.0,5-6—336.0, 6-7=-336.0 Job E-1759 Truss AH Truss Type COMMON Universal Truss, Inc., Fontana, CA 92335 , 5-6-1 , 11-0-3 Qty 1 Ply 3 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:48 2005 Page 1 18-1-12 , 25-3-5 , 30-9-7 , 36-3-8 5-6-1 5-6-1 7-1-9 7-1-9 5-6-1 5-6-1 5x6: 6x8 5-6-1 11-0-3 16-7-4 19-8-4 25-3-5 30-9-7 36-3-8 5-6-1 5-6-1 5-7-1 3-1-0 5-7-1 5-6-1 5-6-1 Plate Offsets (X,Y): (1:0-1-4,0-5-3], 13:0-1-12.0-2-0], {4:0-2-4,0-2-0], (5:0-3-0,0-2-0], 16:0-2-4,0-2-0], 17:0-1-12,0-2-0], 19:0-1-4,0-5-3), 110:0-1-8,0-4-4], [11:0-2-3,0-4-8], 116:0-2-8 .0-4-81. f 17:0-1-8.0-4-41 LOADING (psf) TCLL 16.0 TCDL 14.0 8CLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.82 BC 0.96 WB 0.97 (Matrix) DEFL On) (loc) I/deft Vert(LL) -0.07 16-17" >999 VertfTL) -0.17 16-17 >999 Horz(TL) 0.03 9 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 621 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied of 10-0-0 on center bracing. Except: 6-0-0 on center bracing:. 1MBER .„ OP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X6 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except* 5-14 2X4 DF-N No.1/No.2, 5-13 2X4 DF-N No.1/No.2 SLIDER Left 2 X 6 DF-N No.1/No.2 2-9-5, Right 2X6 DF-N No.1/No,2 2-9-5 REACTIONS (Ib/size) 1=4298/0-3-8,9=2323/0-3-8,13=14547/0-5-8 ( - _ Max Grav 1=4326(load case 3), 9=2365(load case 4), 13*H547(loadcase 1} FORCES (!b) - First Load Case Only TOP CHORD 1-2=-6858, 2-3=-6811, 3-4=-3224, 4-5=1509, 5-6=4708, 6-7=747, 7-8=-3012, 8-9=-3073 BOT CHORD 1-18=6139, 17-18=6139,16-17=6139.15-16=2963,14-15=2963,13-14—2523,13-19—612, 12-19=-612,11-12=-612,10-11=2721,10-20=2721.9-20=2721 WEBS 3-17=3119,3-16=-3569,4-16=5259,4-14=-5825,5-14=6261.5-13—9070,6-13=-497S, 6-11=4469,7-11=-3746,7-10=2969 NOTES 1)3-pfy truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-6-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSIfTPl 1-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber Increase*!.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-60.0,2-3=-60.0, 3-4=-60.0, 4-5=-60.0, 5-6=-60.0,6-7=-60.0, 7-8=-60.0,S-9=-60.0,1-18=-20.0, ?17-18=-604.2.16-17=-604.2,15-16=-604.2,14-15=-604.2,13-14=-604.2, 13-19=-20.0,12-19=-524.2,11-12=-524.2, 10-11—524.2, 10-20=-524.2, 9-20=-20.0 Job E-17S9 Truss AH1 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc.. Fontana, CA 92335 4.0-32 s Fob 18 1999 MiTek Industries. Inc. Thu Jul 21 13:08:51 2005 Page 1 •0T3-8 5-9-1 , 11-3-14 , 17-10-4 , 24-4-10 , 29-11-7 , 36-0-O .37-7-0, 0-3-8 5-9-1 5-6-13 6-6-6 6-6-6 5-6-13 6-0-9 1-7-0 DRAG 2900# 6X9 II 8-4-15 17-10-4 27-3-9 36-0-0 0-3-8 8-4-15 9-5-5 9-5-5 8-8-7 Plate Offsets OC.Y): f3:0-1 -12,0-2-01, [5:0-1-12,0-2-01. [9:0-0-0.0-6-1 11 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.93 BC 0.78 WB 0.90 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.1511-13 >999 Vert(TL) -0.4011-13 >999 Horz(TL) 0.14 9 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 153 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-8-3 on center bracing, WEBS 1 Row at midpt 3-13, 5-13, 2-15 'UMBER 3P CHORD 2X4 DF-N No.1/No.2 'Except 6-10 2X4 DF-N 2400F 2.0E BOT CHORD 2 X 4 DF No.1&Btr WEBS 2X3 SPF Stud -Except* 1-15 2X4 DF-N No.l/No.2,2-15 2 X 4 SPF Std SLIDER Right 2X6 DF-N No.1/No.2 2-11-4 REACTIONS (Ib/size) 15=1432/0-3-8, 9=1535/0-3-8 Max Horz 15=-3585(load case 5) Max Grav 15=1663(load case 6). 9=1791 (load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2—596,2-3—2386,3-4=-1824,4-5=-1826,5-6=-2380,6-7=-2414,7-8=-2531,6-9—2613,9-10=4.1-15=-388 BOT CHORD 14-15=2183,13-14=2039.12-13=2082,11-12=2082,9-11=2250 WEBS 2-14=-54, 3-14=228, 3-13=-551.4-13=948,5-13=-606,5-11=245, 7-11=-80,2-15=-1948 MOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This Iruss has been designed with ANSVTP11-1995 criteria. 5) Loadcase(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE{S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 14-15=-20.0,13-14=-20.0,12-13=-20.0,11-12=-20.0, 9-11=-20.0,1-2=13.7,2-3=13.7,3-4=13,7, 4-5=-69.7, v5-6=-69-7, 6-7=-69.7, 7-8=-69.7, 8-9=-93.7, 9-10=-28.0 Horz: 1-2=240.0, 2-3=240.0, 3-4=240.0,4-5=240.0,5-6=240.0.6-7=240.0, 7-8=240.0, 8-9=152.1 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 14-15—20.0,13-14=-20.0,12-13=-20.0,11-12—20.0,9-11—20.0,1-2—69.7,2-3=-69.7. 3-4—69.7, 4-5=13.7, 5-6=13.7, 6-7=13.7, 7-8=13.7, 8-9=37.7, 9-10=-28.0 Horz: 1-2=-240.0, 2-3=-240.0, 3-4—240.0,4-5=-240.0. 5-6=-240.0, 6-7—240.0, 7-8—240.0, 8-9=-152.1 Job E-1759 Truss AJ-2 Truss Type MONO TRUSS Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Fob 18 1999 MtTek Industries, Inc. Thu Jul 21 13:0855 2005 Page 1 , -1-7-0 | 4-0-0 , 10-11-0 1-7-0 4-0-0 6-11-0 DRAG 200# 1.5x4|| 4-0-0 10-11-0 4-0-0 6-11-0 Plate Offsets (X.Y): [2:0-2-12.0-1-81. f 5:0-0-0.0-1-11. 19:0-2-4.0-1-81, [10:0-0-12.0-1-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.89 BC 0.77 WB 0.92 (Matrix) DEFL (in) (foe) l/defl Vert(LL) 0.03 7-8 >999 Vert(TL) -0.04 7-8 >999 Horz(TL) -0.01 10 n/a IstLCLLMJn l/defl = 360 PLATES GRIP M20 197/144 Weight: 59 Ib BRACING TOP CHORD Sheathed or 4-1-5 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-14 on center bracing. WEBS 1 Row at midpt 4-6 UMBER DP CHORD 2X4 DF-N No.1/No.2 *JOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud 'Except* 5-62X4 SPF Std, 2-10 2 X 4 SPF Std OTHERS 2 X 3 SPF Stud REACTIONS (Ib/size) 10=557/0-3-8,6=382/4-5-0,7=116/4-5-0 Max Horz 6=-781(load case 3), 7=1800(load case 4) Max Uplift10=-7Q8(toad case 3), 6=-3(load case 4) Max Grav 10=1258(load case 4), 6=383(load case 3), 7=187(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=47,2-3=-54S, 3-4=-456,4-5—138,5-6=-202,2-10=-556 BOT CHORD 9-10=-27, 8-9=464, 7-8=464, 6-7=0 WEBS 4-8=-124, 4-6=-446, 3-9=50, 2-9=508 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. 6) Load case(s) 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 3) User defined: Lumberlncrease=1.33, Plate Increased,06 Uniforn? Loads (plf) Vert: 9-10=-20.0, 8-9=-20.0,7-8=-20.0,6-7—20.0,1-2=-28.0,2-3=55.3,3-4=55.3,4-5=55.3 Horz: 2-3=480.0, 3-4=480.0, 4-5=480.0 Drag: 5-6=-0.2 4) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 9-10=-20.0, 8-9=-20.0, 7-8=-20.0, 6-7—20.0.1-2—28.0, 2-3—111.3, 3-4=-111.3, 4-S=-111.3 Horz: 2-3=-480.0, 3-4=-480.0,4-5=-480.0 Drag: 5-6=-0.2 Job E-1759 Truss AJ Truss Type MONO TRUSS Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 . .1,7,0 4-0-0 4.0-32 sFeb 18 1999 MiTek Industries, Inc. Thu JuJ 2113:08:51 2005 Pagel 10-11-0 1-7-0 4-0-0 6-11-0 5.00 [12" 3x1011 4x4 — 4-0-0 10-11-0 4-0-0 6-11-0 LOADING (psf) TCLL 20.0 TCDL 14.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.94 BC 0.60 WB 0.73 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.06 5-6 >999 VertfTL) -0.13 5-6 >974 Horz(TL) 0.01 5 n/a 1st LCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 46 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 OT CHORD 2X4 DF-N No.1/No.2 ;EBS 2 X 3 SPF Stud 'Except* 4-52X4 SPF Std, 2-72X4 DF-N No.1/No.2 REACTIONS (Ib/size) 7=599/0-3-8, 5=456/0-3-8 FORCES (Ib) - First Load Case Onfy TOP CHORD 1-2=47, 2-3=-633,3-4=-152.4-5=-210, 2-7=-494 BOT CHORD 6-7=530,5-6=530 WEBS 3-6=19,3-5=-495 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss AJ1 Truss Type MONO TRUSS Qty 1 Ply 1 LA COSTA GLEN7TOM Universal Truss, Inc., Fontana, CA 92335 -1-7-0 4.0-32 sFeb 18 1999 MiTek Industries, Inc. Thu Jul 2113:08:52 2005 Page 1 6-6-0 . 10-11-0 1-7-0 6-6-0 4-5-0 1.5x4 1.5x411 6-6-0 10-11-0 6-6-0 4-5-0 Pjale Offsets (X.Y): [2:0-0-12.0-1-12] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.25 BC 0.09 WB 0.00 (Matrix) DEFL (in) (loc) l/defl Vert(LL) 0.01 4-5 >999 VertfTL) 0.05 1-Z >456 Horz{TL) -0.00 4 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 24 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. 'UMBER )P CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4SPFStd REACTIONS (Ib/size) 5=139/0-3-8, 4—17/0-3-8 Max Uplifl4=-17(load case 1) FORCES (Ib) - First Load Case Only TOPCHORD 1-2=47, 2-3=11, 3-4=8, 2-5=-129 BOT CHORD 4-5=-15 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live foad nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSITTP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss AJ1-2 Truss Type MONO TRUSS Qty DRAG 20ui PLF Ply 1 LA COSTA GLEWTOM Universal Truss, Inc., Fontana, CA 92335 -1-7-0 4.0-32 s Feb 18 1999 MiTek Industries. Inc. Thu Jul 21 13.-08.-53 2005 Page 1 4-6-0 , 1-7-0 4-6-0 WIs 4x9 4-6-0 4-6-0 PlateOffegls (X.Y): [4:0-0-0,0-1-1]. r7:edg.e.O-2-6L LOADING (psO TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.86 BC 0.63 WB 0.01 (Matrix) OEFL (in) (loc) l/defl Vert(LL) -0.03 6 >999 VertfTL) 0.10 1-2 >221 Horz(TL) 0.00 5 n/a 1st LCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 20 Ib BRACING TOP CHORD Sheathed or 5-2-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. 'UMBER 3P CHORD 2X4 DF-N No.1/No.2 ^OT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 2-7 2X4 DF-N No.1/No.2 OTHERS 2X3 SPF Stud REACTIONS (Ib/size) 7=332/0-3-8,5=158/0-3-8 Max Horz 7=-835{load case 3) Max Uplift7=-320(load case 3), 5=-43(load case 4) Max Grav7=643(load case 4), 5=224fload case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=47,2-3=-88, 3-4=-67, 4-5—105. 2-7=-254 BOT CHORD 6-7=40,5-6=40 WEBS 3-6=-48 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web), 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TPl 1-1995 criteria. 6) Load case(s) 3,4 has been modified. Building designer must review toads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniform Loads (plf) Vert: 6-7—20.0, 5-6=-20.0.1-2—28.0. 2-3=55.3, 3-4=55.3 Horz: 2-3=480.0, 3-4=480.0 Drag: 4-5=-0.4 4) User defined: Lumber lncrease=1.33, Plate tncrease=1.06 Uniform Loads (plf) Vert: 6-7=-20.0, 5-6—20.0,1-2=-28.0, 2-3—111.3. 3-4=-111.3 Horz: 2-3=-480.0, 3-4=-480.0 Drag: 4-5=-0.4 Job E-1759 Truss AJ2 Truss Type MONO TRUSS DRAG20C&PLF Qty Ply 1 LACOSTAGLENTTOWl Universal Truss, Inc.. Fontana. CA 92335 -1-7-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 2113:08:54 2005 Page 1 4-6-0 , 1-7-0 4*0 f?B 4X9 II 3x4. 4-6-0 4-6-0 Plate Offsets (X.Y): 13:0-0-0.0-1-1], [5:6^9^0-2-6] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.86 BC 0.62 WB 0.00 (Matrix) DEFL (in) (loc) I/deft Vert(LL) -0.03 4-5 >999 Vert(TL) 0.10 1-2 >221 HorzfTL) 0.00 4 n/a 1stLCLLMinJ/def) = 360 PLATES GRIP M20 197/144 Weight: 18 Ib BRACING TOP CHORD Sheathed or 5-5-10 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. ' UMBER DP CHORD 2X4DF-NNo.1/No.2 JOT CHORD 2X4 DF-N No.1/No,2 WEBS 2X4 SPF Std 'Except" 2-5 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 5=332/0-3-8. 4=158/0-3-8 Max Horz 5—835(load case 3) Max Uplffl5=-320(load case 3), 4=-43(load case 4) Max Grav5=643(load case 4), 4=224(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=47, 2-3=-103,3-4=-114, 2-5=-293 BOT CHORD 4-5=40 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nortconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSf/TP11-1995 criteria. 6) Load case(s) 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pff) Vert: 4-5—20.0, 1-2—28.0, 2-3=55.3 Horz: 2-3=480.0 iDrag: 3-4—Q.4 4) User defined: Lumber lncrease=1.33, Plate increase^ 1.06 Uniform Loads (pit) Vert: 4-5=-20.0,1-2=-28.0, 2-3—111.3 Horz: 2-3=-480.0 Drag: 3-4—0.4 Job E-1759 Truss AJ2-2 Truss Type MONO TRUSS Qty DRAG 20C* PLR Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -1-7-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:08:56 2005 Page 1 4-6-0 1-7-0 4-6-0 I"?Is 4-6-0 4-6-0 Plate Offsets (X.Y): [5:0-0-0,0-1-1], {9:edge,0-2-61 LOADING (psf) TCLL 20.0 TQDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1,25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.86 BC 0.63 WB 0.01 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.03 8 >999 Vert(TL) 0.10 1-2" >221 Horz(TL) 0.00 6 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 20 Ib BRACING TOP CHORD Sheathed or 5-2-9 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directfy applied or 10-0-0 on center bracing. ' UMBER 3P CHORD 2X4 DF-N No.1/No.2 JOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 2-92X4DF-NNo.1/No.2 OTHERS 2X3 SPF Stud REACTIONS (Ib/size) 9=332/0-3-8, 6=158/0-3-8 Max Horz 9=-835(load case 3) Max Uplffl9=-320(load case 3), 6=-43()oad case 4) Max Grav9=643(load case 4), 6=224(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=47, 2-3=-94, 3-4=-60,4-5=-43, 5-6=-88, 2-9=-271 BOT CHORD 8-9=40. 7-8=40, 6-7=40 WEBS 4-7=-46,3-8=-1 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TPt 1-1995 criteria. 6) Load case(s) 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniform Loads (plf) Vert: 8-9*-20.0, 7-8=-20.0,6-7—20.0,1-2—28.0, 2-3=55.3, 3-4=55.3,4-5=55.3 Horz: 2-3=480.0, 3-4=480.0,4-5=480.0 Drag: 5-6—0.4 4) User defined: Lumber Increased .33, Plate lncrease=1.06 Uniform Loads (pff) Vert: 8-9=-20.0, 7-8=-20.0, 6-7=-20.0,1-2=-28.0, 2-3=-111.3,3-4=-111.3, 4-5=-111.3 Horz: 2-3=-4SO.O, 3-4=-480.0,4-5=-480.0 Drag: 5-6=-0.4 Job E-1759 Truss AJ3 Truss Type MONO TRUSS LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -1-7-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jut 2113:08:57 2005 Page 1 4-0-0 , 1-7-0 4-0-0 2x6 II 3x10 II 2X6 il 4-0-0 4-0-0 Plate Offsets (X.Y): |3:edge.O-2-12l. [4:edge,0-2-12] LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 C5I TC 0.73 BC 0.55 WB 0.00 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.02 4-5 >999 Vert(TL) 0.07 1-2 >309 HofzfTL) 0.00 4 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 16 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. UMBER &P CHORD 2X4 DF-N No.1/No.2 <>OT CHORD 2 X 4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except* 2-52X4 DF-N No.1/No.2 REACTIONS (Ib/size) 5=314/0-3-8,4=133/0-3-8 Max Horz5=-735(load case 3) Max Upiift5=-289(load case 3), 4=-56(load case 4) Max Grav5=591(load case 4), 4=210(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=47,2-3=-85,3-4=-97.2-5=-275 BOT CHORD 4-5=28 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. 6) Load case(s) 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 4-5=-20.0,1-2=-28.0, 2-3=55.3 Horzi 2-3=480.0 jDrag:3-4=-0.4 4) User defined: Lumber lncrease=1,33. Plate lncrease=1.06 Uniform Loads (plf) Vert: 4-5=-20.0,1-2=-28.0,2-3=-111.3 Horz: 2-3=-480.0 Drag: 3-4=-0.4 Job E-1759 Truss AJ3-2 Truss Type MONO TRUSS DRAG F LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -1-7-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 2113:08:57 2005 Page 1 4-0-0 1-7-0 4-0-0 2x6 II 1x411 5.00 fl2~ 3x10 II 2*6 I! 4-0-0 4-0-0 Plate Offsets (X.Y): [5:edge,0-2-12l. f6:edge.O-2-12l LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.73 BC 0.55 WB 0.01 (Matrix) DEFL (in) (foe) l/defl Vert(LL) -0.02 8 >999 Vert(TL) 0.07 1-2 >30S Horz(TL) 0.00 6 n/a IstLCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 18 Ib BRACING TOP CHORD Sheathed or 5-10-7 on center purlin spacing, except end verticals. EOT CHORD Rigid ceiling directty applied or 10-0-0 on center bracing. ' UMBER OP CHORD 2X4 DF-N No.1/No.2 -dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 2-92X4 DF-N No.1/No.2 OTHERS 2X3 SPF Stud REACTIONS (Ib/size) 9=314/0-3-8,6=133/0-3-8 Max Horz 9=-735(load case 3) Max Uplift9=-289(load case 3), 6=-56(load case 4) Max Grav 9=591 (load case 4), 6=210(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=47, 2-3=-79, 3-4—46, 4-5=-29, 5-6=-71,2-9—260 BOT CHORD 8-9=28, 7-8=28, 6-7=28 WEBS 4-7=-39,3-8=-3 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This iruss has been designed with ANSI/TP11-1995 criteria. 6) Load case(s) 3, 4 lias been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 8-9=-20.0, 7-8—20.0, 6-7—20.0,1-2—28.0,2-3=55.3, 3-4=55.3, 4-5=55.3 Horz: 2-3=480.0, 3-4=480.0,4-5=480.0 Drag: 5-6=-0.4 4) User defined: Lumber Increase3"!.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 8-9—20.0, 7-8=-20.0,6-7—20.0, 1-2—28.0, 2-3=-111.3, 3-4=-111.3.4-5=-111.3 Horz: 2-3=-480.0, 3-4=-480.0,4-5=-480.0 Drag: 5-6=-0.4 Job E-1759 Truss AK Truss Type COMMON Universal Truss, Inc., Fontana, CA 9233S I -1-7-0 | 4-2-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thil Jul 21 13:08:58 2005 Page 1 8-4-0 , 9-11-0 1-7-0 4-2-0 4-2-0 1-7-0 4x4 = 2x5 4-2-0 8-4-0 4-2-0 4-2-0 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.33 BC 0.27 WB O.OG (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.01 7 >999 Vert(TL) 0.03 1-2 >729 Horz(TL) 0.00 6 n/a 1st LC LL Min l/def? = 360 PLATES GRIP M20 197/144 Weight: 32 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purtin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 OT CHORD 2X4 DF-N No.1/No.2 ,/EBS 2X6 DF-N No.1/No.2 'Except" 3-72X3 SPF Stud REACTIONS (Ib/size) 8=427/0-3-8,6=427/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=43,2-3=-291,3-4=-291,4-5=43,2-8=-353,4-6=-353 BOT CHORD 7-8=214,6-7=214 WEBS 3-7=9 NOTES 1) This truss has been checked for unbalanced loading conditions. 2} All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss AK1 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , , -1-3-0 , 2-11-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 1313859 2005 Page 1 7-1-Q , 8-8-0 , 1-3-0 2-11-0 4-2-0 1-7-0 4x4 — 1x411 2x41 -1-3-0 2-11-0 7-1-0 1-3-0 2-11-0 4-2-0 PJateOffsets (X.Y): [7:0-0-4,0-1-12] LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.30 BC 0.23 WB 0.08 (Matrix) DEFL On) <loc) l/defl Vert(LL) -0.00 6 >999 VertfTL) 0.03 3-4 >692 Horz{TL) 0.00 5 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 28 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER OP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud 'Except' 1-72X4 SPF Std, 3-52X6 DF-N No.1/No.2 REACTIONS (Ib/size) 7=253/0-3-8, 5=396/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-223.2-3=-246,3-4=43,1-7=-211, 3-5=-331 BOT CHORD 6-7=50,5-6=176 WEBS 2-6=-27,1-6=137 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss AK-2 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc. , Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. ThuJul 2113:09:00 2005 Pagel , | -1-7-0 4-2-0 8-4-0 9-11-0 . 1-7-0 4-2-0 4-2-0 1-7-0 4x4 = 5.00 fl2~1x411 DRAG 200# PLF. 1x4 4x4 4-2-0 8-4-0 4-2-0 4-2-0 LOADING (psf) TOLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.76 BC 0.73 WB 0.05 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.06 14-15 >999 Vert(TL) 0.13 1-2 >171 Horz(TL) 0.01 10 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 36 tb LUMBER BRACING TOP CHORD 2X4 DF-N No.1/No.2 TOP CHORD Sheathed or 4-3-S on center ourlin spacing, except end verticals. DT CHORD 2X4 DF No.1&Btr BOT CHORD Rigid ceiling directly applied or 6-4-1 on center bracing. ;EBS 2X6 DF-N No.1/No.2 'Except" 5-132X3SPFStud OTHERS 2X3SPFStud REACTIONS (Ib/size) 16=427/0-3-8,10=427/0-3-8 Max Horz 16=-1575(load case 5) Max Uplift 16=-228(load case 5), 10=-228(load case 6) Max Grav 16=711 (load case 6), 10=711(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=43, 2-3=-281, 3-4=-262, 4-5=-240, 5-6=-240, 6-7=-262. 7-8=-281, 8-9=43,2-16=-328, 8-10=-328 BOT CHORD 15-16=214,14-15=214,13-14=214,12-13=214.11-12=214,10-11=214 WEBS 5-13=55,7-11=-17,6-12=-31.3-15=-17,4-14=-31 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 on center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 15-16=-20.0,14-15=-20.0,13-14—2Q.D, 12-13=-20.0,11-12=-20.0,10-11—20.0,1-2=-28.0,2-3=55.3,3-4=55.3, ?4-5=55.3, 5-6=-111.3, 6-7=-111.3, 7-8=-111.3. 8-9=-28.0 Horz: 2-3=480.0, 3-4=480.0,4-5=480.0,5-6=480.0,6-7=480.0, 7-8=480.0 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 15-16—20.0,14-15=-20.0,13-14—20.0,12-13=-20.0,11-12—20.0,10-11—20.0,1-2—28.0, 2-3—111.3, 3-4=-111.3, 4-5—111.3,5-6=55.3,6-7=55.3, 7-8=55.3, 8-9=-28.0 Horz: 2-3=-480.0,3-4—480.0, 4-5=-480.0,5-6—480.0.6-7=-480.0, 7-8=-480.0 Job E-1759 Truss AL Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana.CA 92335 , -1-7-0 ,6-0-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:09:01 2005 Page 1 12-0-0 i 13-7-0 1-7-0 6-0-0 6-0-0 1-7-0 4x4 — 6-0-0 12-0-0 6-0-0 6-0-0 Plate Offsets (X.Y): [6:0-0-0.0-2-6], [8:edge,0-2-6} LOADING (psf) TOLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.54 BC 0.45 WB 0.11 (Matrix) DEFL (in) <loc) l/defl Vert(LL) -0.02 7 >999 Vert(TL) -O.Q5 7 >999 Horz(TL) 0.01 6 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 42 Ib BRACING TOP CHORD Sheathed or €-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. UMBER DP CHORD 2X4DF-NNo.1/No.2 ~dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X6 DF-N No.1/No.2 'Except* 3-72X3 SPF Stud REACTIONS (Ib/size) 8=574/0-3-8, 6=574/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=43, 2-3=-535,3-4=-535,4-5=43, 2-8*-487.4-6=-487 BOT CHORD 7-8=423, £7=423 WEBS 3-7=58 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss AL1 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 6-0-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 2113:09:01 2005 Page 1 12-0-0 i 6-0-0 6-0-0 4x4- 5-00 [12" 3x5 25x4 6-0-0 12-0-0 6-0-0 6-0-0 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.47 BC 0.43 WB 0.11 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.02 5-6 >999 VertfTL) -0.04 5-6 >999 HorzfTL) 0.01 4 n/a 1st LCLL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 38 tb BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 OT CHORD 2X4 DF-N No.1/No.2 /EBS 2X6 DF-N No.1/No.2 'Except" 2-52X3 SPF Stud REACTIONS (Ib/size) 6=462/0-3-8, 4=462/0-3-8 FORCES (|fa) - First Load Case Only TOP CHORD 1-2—583,2-3=-583,1-6=-3S5,3-4=-385 BOT CHORD 5-6=471,4-5=471 WEBS 2-5=77 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) AN plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss AL-2 Truss Type COMMON Oty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc.. Fontana, CA 92335 -1-7-0 ,6-0-0 4.0-32 s Feb 18 1999 MiTek industries, Inc. Thu Jul 21 13:09:02 2005 Page 1 12-0-0 , 13-7-0 , 1-7-0 6-0-0 6-0-0 1-7-0 4x4 = DRAG 200# PLF. 2x4 6-0-0 12-0-0 6-0-0 6-0-0 Plate Offsets (X.Y>: [2:0-2-12.0-1-81. f10:0-2-12.0-1-81. M3:0-1-12.0-1-81. [19:0-1-12.0-1-81 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.59 BC 0.72 WB 0.80 (Matrix) DEFL (in) (l°c) "defl Vert(LL) -0.13 18-19 >999 Vert(TL) -0.15 18-19 >949 Horz(TL) 0.02 12 n/a 1 st LCLL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 56 Ib BRACING TOPCHORD Sheathed or 4-4-8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-10-0 on center bracing. ' .UMBER pPCHORD 2X4DF-NNo.1/No.2 -JOT CHORD 2 X 4 DF No.1&Btr WEBS 2X3 SPF Stud -Except* 2-20 2X6 DF-N No.1/No.2,10-12 2X6 DF-N No.1/No.2 OTHERS 2X3 SPF Slud REACTIONS (Ib/size) 20=574/0-3-8.12=574/0-3-8 Max Horz 20=-2308(load case 5) Max Uplift20=-293(load case 5), 12=-293{load case 6) Max Grav 20=952(load case 6), 12=952(ioad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=43, 2-3=-517,3-4=-494,4-5=-478, 5-6=-441, 6-7=-441, 7-8=-478.8-9=-494.9-10=-517,10-11=43, 2-20=-521,10-12=-521 BOT CHORD 19-20=26,18-19=440,17-18=440,16-17=440,15-16=440,14-15=440,13-14=440,12-13=26 WEBS 6-16=113,9-13=-96, 8-14=-37, 7-15=19, 3-19=-96, 4-18=-37,5-17=19,2-19=431,10-13=431 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 on center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 19-20=-20.0.18-19=-20.0,17-18=-20.0,16-17=-20.0,15-16=-20.0,14-15=-20.0,13-14=-20.0,12-13=-20.0. 1-2=-28.0, 2-3=55.3. 3-4=55.3,4-5=55.3, 5-6=55.3, 6-7=-111.3, 7-8=-111.3, 8-9=-111.3,9-10=-111.3, 10-11—28.0 Horz: 2-3=480.0, 3-4=480.0, 4-5=480.0, 5-6=480.0, 6-7=480.0, 7-8=480.0, 8-9=480.0, 9-10=480.0 6) User defined: Lumber lncrease=1.33, Plate Increased.06 Uniform Loads (plf) Vert: 19-20=-20.0,18-19=-20.0, 17-18=-20.0, 16-17=-20.0, 15-16=-20.0, 14-15=-20.0, 13-14=-20.0, 12-13—20.0, 1-2=-28.0, 2-3=-111.3, 3-4=-111.3, 4-5=-111.3, 5-6=-111.3, 6-7=55.3. 7-8=55.3, 8-9=55.3, 9-10=55.3, 10-11=-28.0 i Horz: 2-3=-480.0, 3-4=-480.0, 4-5=-480.0, 5-6=-480.0, 6-7=-480.0, 7-8=-480.0, 8-9=-480.0, 9-10—480.0 Job E-1759 Truss AM Truss Type MONO TRUSS Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 ' . , -1-7-0 4-0-0 4.0-32 s Feb 18 1999 MiTek Industries, tnc. Thu Jul 21 13:09*13 2005 Page 1 9-8-0 , 11-0-0 i 1-7-0 4-0-0 5-8-0 1-4-0 2x5l 3x4= 4-0-0 9-8-0 11-0-0 4-0-0 5-8-0 1-4-0 Plate Offsets (X.Y): 12:0-0-15.0-5-15], [5:edge.Q-2-4l LOADING (pst) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.53 BC 0.25 WB 0.42 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.02 6-7 >999 VertfTL) -0.05 6-7 >999 HorzfTL) 0.01 6 n/a IstLCLL Mini/deft = 360 PLATES GRIP M20 197/144 Weight: 44 ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. 'UMBER DP CHORD 2X4DF-NNo.1/No.2 ^OT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud "Except* 5-62X4 SPF Std SLIDER Left 2 X 6 DF-N No.1/No.2 1-9-15 REACTIONS (Ib/size) 6=371/0-3-8,2=488/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=4, 2-3=-517, 3-4=-474, 4-5=-104.5-6=-152 BOT CHORD 2-7=413,6-7=413 WEBS 4-7=69,4-6=-406 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss AM1 Truss Type MONO TRUSS Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4-0-0 4.0-32sFeb 18 1999MiTeklndustries, Inc. Thu Jul2113:09:042005 Pagel 9-8-0 , 11-0-0 , 4-0-0 5-S-O 3x6 It 5.00 1-4-0 4-0-0 9-8-0 11-0-0 4-0-0 5-8-0 1-4-0 Plate Offsets (X.Y): [1:0-0-15,0-5-151, f4:edge,0-2-41 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANS195 CSI TC 0.52 BC 0.24 WB 0.45 (Matrix) DEFL (in) 0°c) l/defl Vert(LL) -0.02 5-6 >999 Vert(TL) -0.05 5-6 >999 Horz(TL) 0.01 5 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 42 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. 'UMBER OP CHORD 2X4DF-NNo.1/No.2 ^OT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud -Except" 4-52X4 SPF Std SLIDER Left 2 X 6 DF-N No.1/No.2 1-9-15 REACTIONS (Ib/size) 1=381/0-3-8, 5=380/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-550, 2-3=-452, 3-4=-104, 4-5=-150 BOT CHORD 1-6=440,5-6=440 WEBS 3-6=77,3-5=-435 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss AM2 Truss Type MONO TRUSS Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4-0-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Jul 21 13:09:05 2005 Page 1 11-0-0 , 4-0-0 7-0-0 5.00 3x9 II 4x4 = 4-0-0 11-0-0 4-0-0 7-0-0 Plate Offsets (X.Y): [1:0-0-15.0-6-151, {4:0-0-1.0-1-81 LOADING (psf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.83 BC 0.36 WB 0.81 (Matrix) DEFL (in) (loc) l/defl Veri(LL) -0.05 5-6 >999 Vert(TL) -0.11 5-6 >999 Horz(VL) 0.01 5 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 47 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. 1 UMBER 3P CHORD 2X4 DF-N No.1/No.2 t»OT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud 'Except* 4-52X4 SPF Std SLIDER Left 2 X 6 DF-N No.1/No.2 1-9-15 REACTIONS (tb/size) 1=434/0-3-8, 5=433/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-673, 2-3=-581, 3-4—135, 4-5=-185 BOT CHORD 1-6=560,5-6=560 WEBS 3-6=82,3-5=-535 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss AM-2 • Truss Type MONO TRUSS Universal Truss, Inc., Fontana, CA 92335 , -1-7-0 4-0-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTetc Industries, Inc. Thu Jut 21 13:09:05 2005 Page 1 9-8-0 , 11-0-0 , 1-7-0 4-0-0 DRAG 200# 5-8-0 1-4-0 5X9 11 3x4= 4-0-0 9-8-0 11-0-0 4-0-0 5-8-0 1-4-0 Plate Offsets OC.Y); [2:0-0-3. edge]. [5 :edoe. 0-2-41 LOADING Oraf) TCLL 16.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.99 BC 0.49 WB 0.62 (Matrix) DEFL (in) (loc) t/defl Vert(LL) 0.03 6-7 >999 Vert(TL) 0.06 1-2 >316 Horz(TL) 0.01 6 n/a 1stLCLLMinl/de(l = 360 PLATES GRIP M20 197/144 Weight: 52 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. UMBER t)P CHORD 2X4 DF-N No.1/No.2 ^OT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud 'Except* 5-62X4 SPF Std OTHERS 2X3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 1-9-15 REACTIONS (Ib/size) 6=371/0-3-8, 2=458/0-3-8 Max Horz2=-1897(load case 3) Max Uplift2=-737(load case 3} Max Grav2=1294(load case 4) FORCES Ob) - First Load Case Only TOP CHORD 1-2=4, 2-3—517,3-4=-474,4-5=-104, 5-6=-152 BOT CHORD 2-7=413,6-7=413 WEBS 4-7=69,4-6=-406 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Gable studs spaced at 1-4-0 on center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. 5) Load case(s) 3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Untforrfi Loads (pit) Vert: 1-2=-28.0, 2-3=135.9, 3-4=55.3, 4-5=55.3,2-7=-20.0, 6-7=-20.0 Horz: 2-3=244.0, 3-4=480.0, 4-5=480.0 Drag: 5-6=-0.2 4) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=-191.9, 3-4=-111.3,4-5=-111.3, 2-7—20.0,6-7—20.0 Horz: 2-3=-244.0,3-4=-480.0,4-5=-480.0 Drag: 5-6=-0.2 Job E-1759 Truss BA Truss Type MONO CAL HIP Qty 1 Ply 2 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue JuJ 26 1324:36 2005 Page 1 I -2-1-0 7-11-11 , 11-1-B | 2-1-0 7-11-11 3-1-13 4x8= 4x6 4x4= 3-7-7 7-fi-O 11-1-8 3-7-7 3-10-9 3-7-8 Plate Offsets (X.Y): [2:0-0-4.0-4-31. (5:0-3-12,0-0-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-Q-Q Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.37 BC 0.22 WB 0.15 (Matrix) DEFL $n) (loc) 1/detl Vert(LL) -0.01 8-9 >999 Vert(TL) -0.02 8-9 =-999 Horz(TL) 0.01 7 n/a 1 si LCLL Mint/defl = 360 PLATES GRIP M20 197/144 Weight: 127lb BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. * UMBER OP CHORD 2X4DF-NNo.1/No.2 JOT CHORD 2X6 DF-N No.1/No.2 WEBS 2X4SPFStd SLIDER Lett 2 X 4 SPF Std 1-9-0 REACTIONS (Ib/size) 7=1371/0-3-8,2=1023/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24,2-3=-1268,3-4=-1208,4-5=-1045, 5-10=-56,10-11--56, 6-11—56. 6-7—311 BOT CHORD 2-9=1059, 8-9=1059, 8-12=955,12-13=955, 7-13=955 WEBS 4-9=76, 4-8=-107, 5-8=233,5-7—1314 NOTES 1) 2-pry truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-5*0 on center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) Except as shown below, special connections) required to support concentrated load(s). Design of connections) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increased.25, Plate Increased.00 Uniform Loads (pit) Vert: 1-2=-68,0, 2-3=-68.0, 3-4=-68.0,4-5=-68.0, 5-10=-68.0,10-11=-165.0, 6-11=-165.0,2-9=-48.5,8-9=-48.S, 8-12=-48.5, 12-13=-48.5, 7-13=-48.5 Concentrated Loads (Ib) Vert: 10=-680 Job E-1759 Truss BA1 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -2-1-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2613:24:39 2005 Page 1 4-7-7 9-11-11 11-1-8 2-1-0 4-7-7 5-4-4 1-1-13 4x4; 4x9 3x8 =1x411 9-6-1 11-1-8 9-6-1 1-7-7 Plate Offsets (X.Y): [2:0-0-3.edge] LOADING (psf) TCUL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.39 BC 0.80 WB 0.35 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.12 2-8 >999 Vert(TL) -0.23 2-8 >565 HorzfTL) 0.01 7 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 59 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. • UMBER DP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std SLIDER Left 2 X 6 DF-N No.1/No.2 2-1-7 REACTIONS (Ib/size) 7=500/0-3-8, 2=646/0-3-8 FORCES Ob) - First Load Case Only TOP CHORD 1-2=19,2-3=-621, 3-4=-507.4-5=-266.5-9»-199,6-9=-199, 6-7=-553 BOT CHORD 2-8=495,7-8=3 WEBS 4-8=-338. 5-8=-277,6-8=626 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connections) required to support concentrated load(s). Design of connections) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97, 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber lncrease=1-25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-68.0,2-3=-68.0.3-4=-68.0,4-5=-68.0, 5-9=-68.0, 6-9=-68.0, 2-8=-20.0, 7-8=-20.0 Concentrated Loads (Ib) Vert: 9=-34 Job E-1759 Truss BA2 Truss Type MONO TRUSS Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -2-1-0 5-4-9 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 261324:42 2005 Page 1 11-1-8 11-6rO 4x9 1x411 3x4= 5-4-9 11-1-8 5-4-9 5-8-15 Pjate Offsets (X.Y): 12:0-0-3,edgel. [5:0-0-8,0-2-8] LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97JANS195 CSI TC 0.60 BC 0.36 WB 0.41 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.02 7-8 >999 Veri(TL) 0.06 1-2 >405 HorzfTL) 0.01 7 n/a 1stLCLLMinVdefl = 360 PLATES GRIP M20 197/144 Weight: 55 )b BRACING TOP CHORD Sheathed or 4-8-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER OP CHORD 2X4 DF-N No.1/No.2 .JOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4SPFStd SLIDER Left 2 X 6 DF-N No.1/No.2 2-6-10 REACTIONS (Ib/size) 2=642/0-3-8, 7=505/0-3-8 Max Horz 2=-1098(load case 3) Max Uplffl2=-239(foad case 3) Max Grav2=897(load case 4), 7=505{load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19, 2-3=-654, 3-4=-499, 4-5=37, 5-6=-14.5-7=-208 BOT CHORD 2-8=495, 7-8=495 WEBS 4-8=96.4-7=-520 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TPI1-1995 criteria. 4) Load case(s) 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate |ncrease=1.06 Uniform Loads (plf) Vert: 2-8=-20.0, 7-8=-20.0,1-2=-28.0, 2-3=41.6, 3-4=13.7,4-5=13.7,5-6=-28.0 Horz: 2-3=143.6, 3-4=240.0, 4-5=240.0 4) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 2-8=-20.0, 7-8=-20.0, 1-2=-28.0, 2-3=-97.6, 3-4=-69.7, 4-5=-69.7, 5-6—28.0 Horz: 2-3=-143.6, 3-4=-240.0,4-5=-240.0 Job E-1759 Truss BA3 ' Truss Type MONO TRUSS Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -2-1-0 5-4-9 4.0-32 s Feb 18 1999 MiTek Industries. Inc. Tue Jul 261334:45 2005 Page 1 11-1-8 4x9 II 1x411 5-4-9 10-8-0 5-4-9 5-3-7 0-5-8 Plate Offsets (X.Yj^J2:0-0-3.edge}, [5:0-4-0.0-1-4] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING Plates Increase Lumber Increase Rep Stress Iner 2-0-0 1.00 1.25 NO Code UBC97/ANSI95 CSI TC 0.56 BC 0.35 WB 0.37 (Matrix) DEFL (in) <loc) l/defl Vert(LL) -0.02 7-8 >999 Vert(TL) 0.06 1-2 >396 HorzfTL) -0.02 5 n/a 1st LCLL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 64 Ib BRACING TOP CHORD Sheathed or 4-8-4 on center purlin spacing. 8OT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER OP CHORD 2X4 DF-N No.1/No.2 dOTCHORD 2X4DF-NNo.1/No.2 WEBS 2X4SPFStd OTHERS 2 X6 DF-N No.1/No.2 SLIDER Left 2 X 6 DF-N No.1/No.2 2-6-10 REACTIONS (Ib/size) 2=627/0-3-8,5=511/0-5-8 MaxHorz2=-1098(loadcase3) Max Uplrft2=-248(load case 3) Max Grav2=890(load case 4), 5=511(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19,2-3=-629, 3-4=-473, 4-5=37.5-10=-22,6-10=-14 BOT CHORD 2-8=473. 7-8=473 WEBS 7-9=301,5-9=302,4-&=107,4-7=-531 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads per Table No. 16-B, UBC-97. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface- s') This truss has been designed with ANSI/TPl1-1995 criteria. 6) Load case(s) 3, 4 has been modified, Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniforrrt Loads (plf) Vert: 2-8=-20.0, 7-8=-2Q.0,1-2=-28.Q, 2-3=41.6,3-4=13.7,4-5=13.7,5-10=13.7,6-10=-28.0 Horz: 2-3=143.6, 3-4=240.0,4-5=240.0, 5-10=240.0 4) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 2-8—20.0,7-8=-20.0, 1-2=-28.0, 2-3=-97.6, 3-4=-69.7, 4-5=-69.7, 5-10*-69.7, 6-10=-28.0 Horz: 2-3=-143.6,3-4=-240.0,4-5=-240.0. 5-10=-240.0 Job E-1759 Truss BB Truss Type CAL HIP Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 7-5-11 12-8-14 Qty 1 Ply 2 LA COSTA GLEN/TOM 4.0-32 sFeb 18 1999 MiTek Industries, Inc. Mon Aug 22 12:48:472005 Page 1 18-5-10 , 23-8-13 31-2-8 2-1-0 7-5-11 5-3-3 5-8-13 5-3-3 5x8= 7-5-11 DRAG 1000* 3x4 II 7-0-1 12-8-14 18-5-10 24-2-7 31-2-8 7-0-1 5-8-13 5-8-13 5-8-13 7-0-1 Plate Offsets (X.Y1: 12:0-3-4.0-1-81. [3:0-4-0.0-1-81. 16:0-4-0.0-1-81, [9:0-2-0.0-2-01, [10:0-2-8.0-1-81. [11:0-3-0.edae], [13:0-1-12.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 cst TC 0.75 BC 0.88 WB 0.67 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.20 10-12 >999 Vert(TL) -0.44 10-12 >843 HorzfTL) 0.08 8 n/a IstLCLL Minl/deO = 360 PLATES GRIP M20 197/144 Weight: 288 1b BRACING TOP CHORD Sheathed or 3-7-12 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except 2-142 X 6 DF-N No.1/No.2,2-13 2X4 DF-N No.1/No.2 7-82X6 DF-N No.1/No.2, 7-92X4 DF-N No.1/No.2 REACTIONS (Ib/size) 14=3264/0-3-8, 8=3091/0-3-8 Max Horz 14=-1537(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-6007.3-15=-7491, 15-16=-7491, 4-16=-7491,4-5=-7498,5-17—7498,17-18—7498, 6-18=-7498, 6-7=-6043, 2-14=-3067.7-8=-2896 BOT CHORD 13-14=701,13-19=5520,19-20=5520,12-20=5520,11-12=7491.10-11=7491, 10-21=5554, 21-22=5554,9-22=5554, 8-9=926 WEBS 3-13=-260, 3-12=2313, 4-12=-942, 4-10=*8, 6-10=-934, 6-10=2281, 6-9=-236, 2-13=4834, 7-9=4644 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 2row(s) at 0-9-0 on center. Bottom chords connected wHh 1 row(s) at 0-9-0 on center. Webs connected as follows: 2X4-1 row(s} at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection^) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSI/TP11-1995 criteria. 8) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.QO Uniform Loads (plf) Vert: 1-2=-68.0, 2-3=-68.0, 3-15=-156.5, 15-16=-156.5, 4-16=-156.5, 4-5=-156.5, 5-17—156.5, 17-18=-156.5, 6-18=-156.5, 6-7—68.0, 13-14=-46.0,13-19=-46.0,19-20=-46.0,12-20=-46.0,11-12=-46.0,10-11=-46.0.10-21=-46.0, 21-22=-46.0, 9-22—46.0, 8-9=-46.0 Concentrated Loads (Ib) Vert:15=-5951S=-595 5) User defined: Lumber Increase31.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=-8.3, 3-15—64.5, 15-16=-64.5, 4-16=-64.5, 4-5=-64.5, 5-17^-64.5, 17-18=-64.5, 6-18=-64.5, 6-7=-47.7, 13-14=-46.0, 13-19=-46.0, 19-20=-46.0,12-20=-46.0, 11-12—46.0, 10-11=-46.0, 10-21=-46.0, 21-22—46.0, 9-22=-46.0, 8-9=-46.0 Horz: 2-3=127.0, 6-7=127.0 Drag: 3-15=50.0, 15-16=50.0, 4-16=50.0, 4-5=50.0, 5-17=50.0, 17-18=50.0, 6-18=50.0 Concentrated Loads (Ib) Vert: 15—245 18=-245 6) User defined: Lumber lncrease=1.33, Plate !ncrease=1.06 Continued on page_2 ___ _ __ Job E-1759 Truss BB ' Truss Type CAL HIP Qty 1 Ply 2 LA COSTA GLEN/TOM Universal Truss, Inc.. Fontana, CA 92335 4.0-32 sFeb 18 1999 MiTeX Industries, Inc. Mon Aug 22 12:48:47 2005 Page 2 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-28.0,2-3—47.7.3-15=-64.5,15-16=-64.5, 4-16=-64.5,4-5=-64.5,5-17=-64.5,17-1&=-64.5,6-18=-64.5.6-7=-8.3,13-14=-46.0.13-1&=-46.0.19-20=-46.0, 12-20=-46.0, 11-12=-46.0,10-11=-46.0,10-21=-46.0, 21-22=-46.0. 9-22=-46.0, 8-9=-46.0 Horz: 2-3=-127.0, 6-7=-127.0 Drag: 3-15=-50.0,15-16=-50.0, 4-16=-50.0, 4-5=-50.0, 5-17—50.0,17-18=-50.0, 6-18=-50.0 Concentrated Loads (!b) Vert: 15—245 18=-245 Job 551759 Truss BB1 Truss Type CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.O-32 s Feb 18 1999 MiTek Industries, Inc. Wed Sep 14 1426:45 2005 Page 1 I -2-1-0 4-4-7 9-5-11 | 15-7-4 , 21-8-13 26-10-1 31-2-8 , 2-1-0 4-4-7 5-1-4 6-1-9 6-1-9 5-1-4 4-4-7 5.00 3x511 9-0-1 15-7-4 22-2-7 31-2-8 9-0-1 6-7-3 6-7-3 9-0-1 Plate Offsels (X.YV [3:0-1-8.0-2-01. [7:0-1-8.0-2-01. [9:0-2-12.0-1-81. [11:0-2-8,0-3-01. [13:0-2-12.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress tncr NO Code UBC97/ANSI95 CSI TC 0.65 BC 0.70 WB 0.88 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.11 11 >999 Vert(TL) -0.2511-12 >999 Horz(TL) 0.09 9 n/a 1st LCLL Win l/defl = 360 PLATES GRIP M20 197/144 Weight: 145 Ib BRACING TOP CHORD Sheathed or 3-6-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2 X 4 DF No.UBtr WEBS 2X4 SPF Std "Except* 2-13 2X6 DF-N No.1/No.2,8-92X6 DF-N No.1/No.2 REACTIONS (Ib/size) 9=1381/0-3-8,13=1554/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-361,3-4=-2315,4-14=-2103, 5-14—2103, 5-15—2123.6-1S=-2123,6-7—2337, 7-8—595, 2-13—449, 8-9=-371 BOT CHORD 12-13=1960,11-12=2556,10-11=2556,9-10=2022 WEBS 3-12=174, 4-12=363,5-12—539, 5-11=123,5-10=-516, 6-10=372, 7-10=127, 3-13=-1966, 7-9=-1783 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connections) required to support concentrated load(s). Design of connection^) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-68.0,2-3=-68.0. 3-4—68.0, 4-14=-68.0, 5-14=-68.0, 5-15=-68.0.6-15=-68.0, 6-7=-68.0, 7-8=-68.0, 12-13—20.0, 11-12=-20.0, 10-11—20.0, 9-10=-20.0 Concentrated Loads (Ib) Vert:14=-3415=-34 Job 551759 Truss BB2 ' Truss Type CAL HIP Universal Truss, Inc., Fontana, CA 92335 0,1-8 4-2-15 11-4-8 15-5-12 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MrTek industries, Inc. Wed Sep 14 1426:492005 Page 1 19-7-0 26-8-9 31-1-0 - 0-1-8 4-2-15 7-1-9 4-1-4 4-1-4 7-1-9 4-4-7 4x6- 2x6 -0,1-8 8-10-9 15-5-12ft ~ " "" ~ ~ ' ~~ i ~ " " ~~~ ~ ~~~ ~~ 0-1-8 8-10-9 6-7-3 22-0-15 . 31-1-0 | 6-7-3 9-0-1 Plate Offsets (X.YV [2:0-1 -8.0-2-01. 14:0-3-0.0-2-41. [7:0-3-0.0-2-41. [10;0-1 -8.0-2-01. [12.0-2-12,0-1-81. 114:0-2-8.0-3-01. [16:0-2-12.0-1-81 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.00 TC 0.81 \ TCDL 14.0 Lumber Increase 1.25 BC Q.98 \ BCLL 0.0 Rep Stress Incr NO W8 0.79 BCDL 10.0 Code UBC97/ANSI95 (Matrix) DEFL (in) (loc) l/defl PLATES GRIP /ert(LL) -0.09 15-16 >999 M20 197/144 /ert(TL) -0.22 15-16 >999 Horz(TL) 0.08 12 n/a st LC LL Min l/defl = 360 Weight: 160 Ib LUMBER BRACING TOPCHORD 2X4DF-NNo.1/No.2 TOP CHORD Sheathed or3-7-11 on center purlin spacing, except end verticals. BOT CHORD 2X4 DFNo.UBtr 'Except' 14-16 2X4 DF-N No.1/No.2 Except: 2 Rows at 1/3 pts 3-9 WEBS 2X4 SPF Std 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. 1-16 2X6 DF-N No.1/N0-2, 11-12 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 12=1347/0-3-8, 16=1347/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-499, 2-3=-2225, 3-4—1060, 3-5=-1037, 5-6=-1040. 6-8=-1057, 8-9=-1053, 7-9=-1060, 9-10=-2244, 10-11—561. 1-16—317, 11-12=-345, 4-7—975 BOT CHORD 15-16=1929, 14-15=2104, 13-14=2104. 12-13=1982 WEBS 2-15=103, 3-15=159, 6-l5=-105, 6-14=125, 6-13=-85, 9-13=166, 10-13=62, 2-16—1785, 10-12—1767, 4-5=-28, 7-8—28 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOADCASE(S) Standard Job 551759 Truss BB3 • Truss Type CALHIP Universal Truss, Inc., Fonlana. CA 92335 7-6-0 Qty 1 Ply 1 LA COSTA GLENATOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Wed Sep 14 142653 2005 Page 1 11-7-4 15-8-S 27-2-8 . 7-6-0 4-1-4 4-1-4 11-6-0 5.00 fiT 3x4 4x4 1-10-4 7-4-4 11-7-4 1-10-4 5-6-0 4-3-0 15-10-4 , 21-4-4- — . . — . — . 1_ — - — . — _ — . — - . — _ 4-3-0 5-6-0 • 27-2-8 .l_ | 5-10-4 Plate Offsets OC.Y): (4:0-3-0.edael. r6:0-4-8.edoel. f9:0-2-8.0-1-8l. f 1 1 :0-4-0.0-2-41. [13:0-4-0.0-3-01. (15:0-4-0.0-3-01 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.00 TC TCDL 14.0 Lumber Increase 1.25 BC BCLL 0.0 Rep Stress Incr NO WB BCDL 10.0 Code UBC97/ANSI95 (Matr LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std -Except' 9-102X6 DF-N No.1/No.2 REACTIONS (Ib/size) 10=1172/0-3-8, 16=1169/0-3-8 FORCES ()b) - First Load Case Only DEFL (in) (loc) l/detl 0.53 Vert(LL) -0.18 13 >999 0.74 VertfTL) -0.40 12-13 >810 0.92 HorzfTL) 0.09 10 n/a ix) 1st LC LL Win l/defl = 360 BRACING PLATES GRIP M20 197/144 Weight: 142 Ib TOPCHORD Sheathed or 3-0-2 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 15-16. WEBS 1 Row at midpt 6-8,4-15 TOP CHORD 1-2=-731, 2-3=-112, 4-5=-3332, 5-6=-3336, 7-8=-113, 8-9=-2002, 1-16=-1180, 9-10=-1102 BOT CHORD 15-16=-0, 14-15=2896. 13-14=2916, 12-13=2998, 11-12=2984, 10-11=432 WEBS 2-4=-686, 4-14=83, 3-4=-140, 4-13=459, 5-13=-330, 6-13=383, 6-12=98, 6-7—141. 6-8=-1762, 1-15=1189, 9-11=1359, 2-15=-21, 4-15=-2347. 8-11=473, 6-11=-1321 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSt/TP1 1-1995 criteria. LOAD CASE(S) Standard sp o^QfESS/iQfc"^^ff&/^vr^!*4i^ 11 *Q f^r SS$n ^& B // ^O I .. /^ y rFi 11If lij i // / f\ Tu 1\ (I a 1 ^wft&fii u\+\ twp-tyy/ir] \^S^w^>^j^f^^ Job ,E-1759, Truss BC-2 Truss Type COMMON Universal Truss, Inc., Fontana, CA 92335 Or2-0 7-10-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Mon Sep 12 12:49:57 2005 Page 1 14-0-0 , 20-2-0 28-2-0 0-2-0 7-10-0 6-2-0 6-2-0 8-0-0 DRAG 200# PLF. 5x10|| 4x4 5x911 4x4 -0,2-0 7-10-0 12-10-12 15-1-4 20-2-0 28-2-0 0-2-0 7-10-0 5-0-12 2-2-8 5-0-12 8-0-0 Plate Offsets (X.Y): {1 :edge.O-8-Q], [3:0-2-4,0-2-01. r7:0-O-4.edae], 111:0-2-8,0-3-0], [14:0-1-0.0-3-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97JANS195 CSI TC 0.90 BC 0.93 WB 0.99 (Matrix) DEFL (in) (loc) t/defl Vert(LL) -0.09 8-9 >999 Vert(TL) -0.16 7-8 >999 Horz(TL) 0.05 7 n/a 1stLCU.Minl/den = 360 PLATES GRIP M20 197/144 Weight: 156 Ib 'JMBER JP CHORD 2 X 4 DF No.1&Btr "Except' 4-72X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud 'Except* 4-112X4 SPF Std. 4-92X4 SPF Std OTHERS 2X3 SPF Stud BRACING TOP CHORD BOT CHORD WEBS SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-4, Right 2X6 DF-N No.1/No.2 3-9-2 Sheathed or 2-7-14 on center purlin spacing. Rigid ceiling directly applied or 6-0-0 on center bracing, 4-4-1 on center bracing: 9-11 4-10-0 on center bracing: 8-9 4-8-13 on center bracing: 7-8. 1 Row at midpt 3-11 Except: REACTIONS (Ib/size) 1=530/13-0-8, 7=743/0-3-8,14=8/13-0-8,11=994/13-0-8,17=156/13-0-8,16=-51/13-0-8,15=48/13-0-8.13=34/13-0-8,12=16/13-0^ Max Horz 1=2371(!oad case 6). 11=-3820(load case 5) Max Uplift1=-795(load case 5), 7=-488(load case 6), 14=-1415(load case 5), 11=-946(load case 6), 17=-72(load case 6), 16=-134(load case 5). 12=-130oad case 5)Max Grav1=1268(load case 6), 7=1262(load case 5). 14=1412(load case 6), 11=2041(load case 5), 17=287(load case 5), 16=95(load case 6). 15=72(toad case 2), 13=52(load case 2), 12=67(toad case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-859, 2-3=-724,3-4=-307, 4-5=-542, 5-6=-1114, 6-7=-1223 BOT CHORD 1-17=0.16-17=0,15-16=0,14-15=0,13-14=0,12-13=0,11-12=0,10-11=357. 9-10=357, 8-9=1057,7-8=1057 WEBS 3-14=11,3-11=-550, 4-11=-628,4-9=443,5-9=-726, 5-8=159 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. 6) Load case(s) 5, 6 has been modified. Building designer must review toads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber Increased.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=79.9, 2-3=38.7, 3-4=38.7, 4-5=-94.7, 5-6=-94.7,6-7=-130.7,1-17—20.0, 16-17=-20.0,15-16—20.0, 14-15=-20.0, 13-14=-20.0, 12-13=-20.0, 11-12=-20.0. 10-11=-20.0, 9-10=-20.0, 8-9=-20.0, 7-8=-20.0 Horz: 1-2=370.5, 2-3=600.0,3-4=600.0,4-5=600.0,5-6=600.0, 6-7=389.5 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-135.9, 2-3=-94.7.3-4=-94.7,4-5=38.7. 5-6=38.7.6-7=74.7,1-17=-20.0,16-17—20.0,15-16—20.0, 14-15=-20.0, 13-14=-20.0, 12-13=-20.0, 11-12=-20.0, 10-11—20.0, 9-10=-20.0, 8-9=-20.0, 7-8=-20.0 Horz: 1-2—370.5, 2-3=-600.0, 3-4=-600.0, 4-5=-600.0, 5-6=-600.0, 6-7—389.5 Job £-1759, Truss BC Truss Type COMMON Universal Truss, Inc., Fontana, CA 92335 , 8-0-0 , 14-2-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 sFeb 18 1999 MiTek Industries, Inc. Mon Sep 12 12:50:192005 Pagel 20-4-0 , 28-4-0 , 8-0-0 6-2-0 6-2-0 8-0-0 4x5= 3x9 3X911 8-0-0 13-0-12 15-3-4 20-4-0 28-4-01 ~ — — • ~ — T ' — 1 8-0-0 5-0-12 2-2-8 -, _____ — j ____ — ___ _, 5-0-12 8-0-0 Plate Offsets (X.Y1: M :0-1 -0.0-7-11. [7:0-1-0.0-7-11 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.00 TC 0.63 TCDL 14.0 Lumber Increase 1.25 BC 0.52 BCLL 0.0 Rep Stress Incr YES WB 0.82 BCDL 10.0 Code UBC97/ANSI95 (Matrix) DEFL On) (toe) i/defl PLATES GRIP i/ert(LL) -0.07 1-12 >999 M20 197/144 ,/ert(TL) -0.16 1-12 >978 HorzfTL) 0.03 7 n/a st LC LL Min I/defl = 360 Weight: 1 1 9 Ib UMBER BRACING JP CHORD 2X4 DF-N No.1/No.2 TOP CHORD Sheathed or 5-5-0 on center purlin spacing. -HOT CHORD 2X4 DF-N No.1/No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2X3 SPF Stud "Except" 4-112X4 SPF Std, 4-92X4 SPF Std SLIDER Left 2 X 6 DF-N No.1/No.2 3-9-2, Right 2X6 DF-N No.1/No.2 3-9-2 - REACTIONS Ob/size) 1=616/0-3-8, 7=710/0-3-3, 11=1168/0-3-8 (? *^^~ FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-904, 2-3=-S03, 3-4=-198, 4-5=-449. 5-6=-1033, 6-7=-1139 BOT CHORD 1-12=762, 1 1-12=762. 10-1 1=266, 9-10=266, 8-9=980, 7-8=980 WEBS 3-12=160, 3-11*-765,4-11=-€96, 4-9=454, 5-9=-740, 5-8=161 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP1 1-1995 criteria. LOAD CASE(S) Standard Job E-1759 , Truss BD Truss Type MONO CAL HIP Qty 1 Ply 2 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , 3-11-11 8-5-2 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 261228:32 2005 Page 1 i 13-2-8 3-11-11 4-5-7 4-9-6 4x6 = 7x10=6x6 4x511 3-6-1 8-5-2 13-2-8 3-6-1 4-11-2 4-9-6 P|ate_Qffeete (X.Y): [1:0-0-0,Q-4-15l. [1:0-11-13,0-1-81,13:0-3-0.0-1-121. [5:0-2-8.0-1-121,17:0-3-8.0-4-121, [8:0-3-0,0-4-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.95 BC 0.79 WB 0.79 (Matrix) DEFL (in) 0°c) l/defl Vert(LL) -0.10 7-8 >999 Vert(TL) -0.22 7-8 >702 Horz(TL) 0.02 6 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 135 Ib BRACING TOP CHORD Sheathed or 3-3-6 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. DUMBER DP CHORD 2X4 DF-N 2400F 2.0E 'Except* 3-52X4DF-NNo.1/No.2 BOT CHORD 2 X 6 DF SS WEBS 2 X 4 SPF Std "Except' 5-62X4 DF-N No.1/No.2, 5-72X4 DF-N No.1/No.2 SLIDER Left 2 X 6 DF-N No.1/No.2 1-8-4 REACTIONS (Ib/size) 1*4515/0-3-8.6=4530/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-6949,2-3=-7039,3-9=-6228,9-10=-6228,4-10=-6228,4-5=-7717,5-6=-3202 BOT CHORD 1-8=6422,8-11=7717,11-12=7717. 7-12=7717. 7-13=512,6-13=512 WEBS 3-8=2531.4-8—1595,4-7=55,5-7=7782 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) Except as shown below, special connection^) required to support concentrated load(s). Design of connection^) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (pit) Vert:1-2=-68.0,2-3=-68.0,3-9=-97.0, 9-10—97.0, 4-10=-97.0,4-5=-97.0, 1-8—591.4, 8-11—591.4, 11-12—591.4, 7-12=-591.4, 7-13=-591.4,6-13=-591.4 Concentrated Loads (Ib) Vert: 9=-159 Job .E-1759. Truss BE Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 3-10-3 7-9-6 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612.28:33 2005 Page 1 i 12-0-8 i 3-10-3 3-11-3 4-3-2 4x4^ 4x9 2x4 (I 3-4-8 7-9-6 12-0-8 3-4-8 4-4-14 4-3-2 Ofl sets <X,Y):[1:0-0-3,edgel. [7:0-2-4,0-1-81 '.OADINO (psf) CLL 20.0 fCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.70 BC 0.65 WB 0.68 (Matrix) DEFL (in) Coc) l/defl Vert(LL) -0.04 7-8 >999 Vert(TL) -0.09 7-8 >999 Horz(TL) 0.01 6 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 52 Ib BRACING TOP CHORD Sheathed or 4-2-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std SLIDER Left 2 X 6 DF-N No.1/No.2 1-5-10 REACTIONS (Ib/size) 1=743/0-3-8, 6=762/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1195, 2-3—1166,3-9—1034.9-10=-1034.4-10=-1034, 4-5—1193,5-6=-«97 BOT CHORD 1-3=1042,8-11=1193,11-12=1193,7-12=1193,7-13=82,6-13=82 WEBS 3-8=105.4-8—174.4-7=-395, 5-7=1227 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connection^) required to support concentrated load(s). Design of connection^) is delegated to the building designer 3) Provide adequate drainage to prevent water ponding. 4) Ail plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6} This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate Increased.00 Uniform Loads (plf) Vert: 1-2—68.0, 2-3=-68.0,3-9—68.0, 9-10=-94.9, 4-10=-94.9, 4-5—94.9,1-8—27.9, 6-11—27.9,11-12—27.9, 7-12=-27.9, 7-13=-27.9,6-13=-27.9 Concentrated Loads (Ib) Vert: 9=-148 Job ,E-1759, Truss BF Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MtTek Industries, Inc. Tue Jul 26 12:28:34 2005 Page 1 , -2-1-0 7-3-8 , 14-7-0 , 2-1-0 7-3-8 7-3-8 4x4- 7-3-8 14-7-0 7-3-8 7-3-8 Plate Offsets (X.Y): f2:0-0-3.edqel. 14:0-2-0.0-2-81. f6:0-0-3.edgel LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.70 BC 0.69 WB 0.17 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.08 2-7 >999 Vert(TL) -0.12 2-7 >999 HorzfTL) 0.04 6 n/a 1st LC LL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 62 Ib BRACING TOP CHORD Sheathed or 4-0-5 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 5-6-0 on center bracing. '..UMBER OP CHORD 2X4 DF-N No.1/No.2 flOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3SPFStud SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-5, Right 2X6 DF-N No.1/No.2 3-7-5 REACTIONS (Ib/size) 6=631/0-3-8, 2=798/0-3-8 Max Horz 2=-2917(load case 5) Max Uplift6=-454(load case 6), 2=-385(load case 5) Max Grav6=1145(load case 5), 2=1214()oad case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19, 2-3=-917, 3-4=-716,4-5=-774.5-6=-883 BOT CHORD 2-7=715,6-7=715 WEBS 4-7=171 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. 5) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber Increase9"!.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2=-28.0, 2-3=94.0,3-4=55.3, 4-5—111.3.5-6=-150.0, 2-7=-20.0,6-7=-20.0 .- Horz: 2-3=327.8, 3-4=480.0, 4-5=480.0, 5-6=327.8 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2—28.0, 2-3=-150.0,3-4=-111.3,4-5=55.3,5-6=94.0, 2-7—20.0,6-7=-20.0 Horz: 2-3=-327.8,3-4=-480.0,4-5=-480.0,5-6—327.8 Job £-1759, Truss BF1 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 7-3-8 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 122835 2005 Page 1 14-7-0 , 7-3-8 7-3-8 4x5= 4x9 4x9 II 7-3-8 14-7-0 7-3-8 7-3-8 Plate Offsets (X.Y): [1:0-0-3.edgel. [5:0-0-3.edgel LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-Q4 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CS1 TC 0.71 BC 0.69 WB 0.17 (Matrix) DEFL (in) (loc) t/defl Vert(LL) -0.08 1-6 >999 VertfTL) -0.13 1-6 >999 HorzfTL) 0.04 5 n/a 1stLCLLMinl/def] = 360 PLATES GRIP M20 197/144 Weight: 59 Ib BRACING TOP CHORD Sheathed or 4-2-1 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 5-6-9 on center bracing. UMBER OP CHORD 2X4 DF-N No.1/No.2 ~dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-5, Right 2X6 DF-N No.1/No.2 3-7-5 REACTIONS (Ib/size) 1=642/0-3-8, 5=642/0-3-8 Max Horz 1=-2917(load case 5) Max Uplift 1=-450(load case 5), 5=-450(Ioad case 6) Max Grav 1=1150(load case 6). 5=1150(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2—914, 2-3=-805, 3-4=-805, 4-5=-914 BOT CHORD 1-6=743,5-6=743 WEBS 3-6=178 NOTES 1) This truss has been checked for unbalanced loading conditions. 2} All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. 5) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniform Loads (plf) Vert: 1-2=94.0, 2-3=55.3,3-4=-111.3,4-5=-150.0,1-6=-20.0,5-6=-20.0 * Horz: 1-2=327.8. 2-3=480.0,3-4=480.0, 4-5=327.8 6) User defined: Lumber lncrease=1.33, Plate tncrease=1.06 Uniform Loads (plf) Vert: 1-2=-150.0, 2-3=-111.3,3-4=55.3, 4-5=94.0,1-6=-20,0, 5-6—20.0 Horz: 1-2=-327.8, 2-3=-480.0, 3-4=-480.0, 4-5=-327.8 Job £-1759, Truss BF2 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 6-9-0 4,0-32 sFeb 18 1999 MiTek Industries, Inc. TueJul 2612:28:362005 Pagel 14-0-8 0-6-8 6-9-0 7-3-8 4x4 = 5.00 4x6 2x6 4x9 II tfJ-6-8 6-9-0 14-0-8 0-6-8 6-9-0 7-3-8 Plate Offsets QC.Y): [1:0-3-0,0-1-8], [2:0-2-0,0-2-81, [4:0-0-3.edgel, [5:0-2-4,0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSO5 CSI TC 0.75 BC 0.74 WB 0.66 (Matrix) DEFL (in) (to) l/detl Vert(LL) -0.07 5-6 >999 Vert(TL) -0.10 4-5 >999 Horz(TL) 0.05 4 n/a 1stLCLLMml/defl-36Q PLATES GRIP M20 197/144 Weight: 56 Ib BRACING TOP CHORD Sheathed or 4-1-12 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-5-15 on center bracing. WEBS IRowatmidpt 1-5 '.UMBER OP CHORD 2X4 DF-N No.1/No.2 JOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud 'Except' 1-6 2X4 DF-N No.1/No.2 SLIDER Right 2X6 DF-N No.1/No.2 3-7-5 REACTIONS Ob/size) 4=611/0-3-8,6=611/0-3-8 Max Horz 6=-2779(load case 5) Max UpliR4=-519(load case 6), 6=-339(load case 5) Max Grav4=1186(load case 5), 6=10060oad case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-818, 2-3=-734,3-4=-839,1-6=-549 BOT CHORD 5-6=332,4-5=677 WEBS 2-5=106,1-5=349 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TPt 1-1995 criteria. 5) Loadcase(s) 5,6 has been modified. Building designer must review loads to verify thatthey are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber Increased .33, Plate lncrease=1.06 Uniform Loads (plf) i Vert: 1-2=55.3, 2-3=-111.3,3-4=M50.0, 5-6=-20.0,4-5=-20.0 Horz: 1-2=480.0, 2-3=480.0, 3-4=327.8 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—111.3, 2-3=55.3, 3-4=94.0, 5-6=-20.0,4-5=-20.0 Horz: 1-2=-480.0, 2-3=-480.0.3-4=-327.8 Job 551759, Truss BF3 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, inc.. Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Fri Sep 16 09:22:02 2005 Page 1 7-3-8 , 14-7-0 16-S-O 7-3-8 7-3-8 2-1-0 4x4 = 4x9 4x9 II 7-3-8 14-7-0 7-3-8 7-3-8 Plate Offsets (X.Y): |1:0-0-3,edge1. [3:0-2-0,0-2-SJ, [5:0-0-3,edge] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.72 BC 0.73 WB 0.17 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.08 1-7 >999 Vert(TL) -0.13 1-7 >999 Horz(TL) 0.04 5 n/a IstLCLL Win l/defl = 360 PLATES GRIP M20 197/144 Weight: 62 Ib BRACING TOP CHORD Sheathed or 4-1-7 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 5-6-13 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3SPFStud SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-5, Right 2X6 DF-N No.1/No.2 3-7-5 REACTIONS (Ib/size) 1=631/0-3-8,5=798/0-3-8 Max Horz 1=-2917<load case 5) Max Uplifl1=-454(load case 5), 5=-385(load case 6) Max Grav 1=1145(!oad case 6), 5=1214(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-884, 2-3=-774, 3-4=-715, 4-5=-917.5-6=19 BOT CHORD 1-7=715,5-7=715 WEBS 3-7=171 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Alt plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. 5) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=94.0, 2-3=55.3, 3-4=-111.3, 4-5=-150.0, 5-6=-28.0,1-7=-20.0, 5-7=-20.0 Horz: 1-2=327.8,2-3=480.0, 3-4=480.0, 4-5=327.8 6) User defined: Lumber Increased .33, Plate Increased .06 Uniform Loads (plf) Vert: 1-2=-150.0. 2-3=-111.3, 3-4=55.3, 4-5=94.0, 5-6=-28.0,1-7=-20.0,5-7=-20.0 Horz: 1-2—327.8, 2-3—480.0, 3-4=-480.0, 4-5=-327.8 Job S51759. Truss BF4 Truss Type COMMON Qty Ply LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 -2-1-0 ,7-3-8 4-0-32 sFeb 18 1999 MiTek Industries, Inc. Fri Sep 160922:052005 Page 1 14-7-0 , 16*0 , 2-1-0 7-3-8 7-3-8 2-1-0 1x4 4x9 II 7-3-8 14-7-0 7-3-8 7-3-8 Plate Offsets (X.Y): |2j)-0-3.edgBl. [4:0-2-0,0-2-81. [6:0-0-3.edge] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress tncr NO Code UBC97/ANSI95 cst TC 0.68 BC 0.72 WB 0.17 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.08 2-8 >999 Vert(TL) -0.13 2-8 >999 Horz(TL) 0.04 6 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 65 Ib BRACING TOP CHORD Sheathed or 4-1-4 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 5-6-1 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-5, Right 2X6 DF-N No.1/No.2 3-7-5 REACTIONS (Ib/size) 2=787/0-3-8, 6=787/0-3-8 Max Horz2=-2917(load case 5) Max Uplift2=-390(load case 5), 6=-390(load case 6) Max Grav2=1209(load case 6), 6=1209(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19, 2-3=-886, 3-4=-743,4-5=-743, 5-6=-886,6-7=19 BOT CHORD 2-8=686,6-8=686 WEBS 4-8=163 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B. UBC-97. 4) This truss has been designed with ANSl/TP11-1995 criteria. 5) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2—28.0, 2-3=94.0, 3-4=55.3, 4-5—111.3, 5-6=-150.0.6-7=-28.0, 2-8—20.0,6-8=-20.0 Horz: 2-3=327.8,3-4=480.0,4-5=480.0, 5-6=327.8 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=-150.0. 3-4=-111.3, 4-5=55.3, 5-6=94.0, 6-7=-28.0, 2-8=-20.0, 6-8=-20.0 Horz: 2-3=-327.8, 3-4=-480.0, 4-5=-480.0, 5-6=-327.8 Job E-1759. Truss BF-2 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 h 7-3-8 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:28:36 2005 Page 1 14-7-0 | 16-8-0 j 2-1-0 7-3-8 4x4: 7-3-8 DRAG 200# PLF. 2-1-0 4x9 II 7-3-8 14-7-0 7-3-8 7-3-8 Plate Offsets (X.Y): [2:0-0-3,edgel. [5:0-2-0.0-2-81. r8:0-0-3.edgel LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.60 BC 0.66 WB 0.17 (Matrix) DEFL fin) (loc) l/detl Vert(LL) -0.07 2-10 >999 Vert(TL) -0.11 2-10 >999 Horz(TL) 0.04 8 n/a 1st LC LL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 79 Ib BRACING TOP CHORD Sheathed or 4-3-15 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 5-7-1 on center bracing. < .UMBER DP CHORD 2X4 DF-N No.1/No.2 ~dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3SPFStud OTHERS 2X3SPFStud SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-5, Right 2X6 DF-N No.1/No.2 3-7-5 REACTIONS Ob/size) 2=787/0-3-8. 8=787/0-3-8 Max Horz 2=-2917(load case 5) Max Uplift2=-379(load case 5), 8=-379(load case 6) Max Grav 2= 1199(load case 6), 8= 1199(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19.2-3=-883, 3-4=-791,4-5=-744.5-6=-744,6-7=-791, 7-8=-883, 8-9=19 BOT CHORD 2-10=687,8-10=687 WEBS 5-10=167 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. 6) Loadcase(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pK) Vert: 1-2=-28.0,2-3=84.2,3-4=132.4,4-5=55.3,5-6=-111.3,6-7*-188.4, 7-8=-140.2,8-9=-28.0,2-10—20.0, 8-10=-20.0 Horz: 2-3=356.4.3-4=249.4,4-5=480.0,5-6=480.0,6-7=249.4,7-8=356.4 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—28.0,2-3=-140.2, 3-4—188.4,4-5=-111.3,5-6=55.3, 6-7=132.4, 7-8=84.2, 8-9=-28.0, 2-10=-20.0, 8-10=-20.0 Horz: 2-3=-3S6.4, 3-4=-249.4,4-5=-480.0, 5-6=-480.0, 6-7—249,4, 7-8=-356.4 Job £-1759, Truss BG Truss Type CAL HIP Universal Truss, Inc., Fontana,CA 92335 , -2-1-0 7-11-11 | 11-9-8 Qty 1 Ply 2 LA COSTA GLEN/TOM 4.0-32 sFeb 18 1999 MiTek Industries, Inc. TueJul 26 12:28:37 2005 Page 1 16-1-0 19-10-13 27-10-8 , 29-11-8 , 2-1-0 7-11-11 3-9-13 4-3-7 3-9-13 7-11-11 2-1-0 7-6-1 11-9-8 16-1-0 20-4-7 27-10-8 7-6-1 4-3-7 4-3-7 4-3-7 7-6-1 Plate Offsets <X,Y): [10:0-2-12.0-2-0], [11:0-3-0,0-3-01, [13:0-2-12,0-2^ LOADING (psf) TCLL 20.0 TOOL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.57 BC 0.71 WB 0.43 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.1311-12 >999 Vert(TL) -0.2911-12 >999 Horz(TL) 0.06 9 n/a 1st LC LL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 274 Ib BRACING TOP CHORD Sheathed or 4-10-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. UMBER OP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except' 2-14 2X6 DF-N No.1/No.2, 2-13 2X4 DF-N No.1/No.2 7-92X6 DF-N No.1/No.2, 7-10 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 14=3049/0-3-8, 9=3049/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-5517. 3-15—5008,15-16=-5008, 4-16=-5008,4-5=-6121,5-17=-5008,17-18=-5008, 6-18=-5008, 6-7=-5518, 7-8=62,2-14=^-2830,7-9=-2830 BOT CHORD 13-14=843,13-19=6115,19-20=6115,12-20=6115,11-12=6115,11-21=6114,21-22=6114,10-22=6114,9-10=843 WEBS 3-13=781, 4-13=-1453, 4-12=194,4-11=7, 5-11=197.5-10=-1451,6-10=781, 2-13=4216, 7-10=4216 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 2 row(s) at 0-9-0 on center. Bottom chords connected with 1 row(s) at 0-9-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) Except as shown below, special connections) required to support concentrated load(s). Design of connections) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSI/TPl 1-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) i Vert: 1-2—68.0,2-3—68.0, 3-15—165.0,15-16—165.0,4-16=-165.0,4-5=-165.0,5-17=-165.0,17-18=-165.0, 6-18=-165.0,6-7=-68.0, 7-8=-68.0,13-14=-48.5,13-19=-48.5,19-20=-48.5,12-20=-48.5,11-12=-48.5,11-21=-48.5, 21-22=-48.5, 10-22=-48.5. 9-10=-48.5 Concentrated Loads (Ib) Vert: 15—680 18=-680 Job E-1759 , Truss BG1 Truss Type CAL HIP Universal Truss, Inc., Fontana, CA 92335 -2-1-0 4-7-7 9-11-11 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries. Inc. Tue Jut 26 12:28:38 2005 Page 1 13-11-4 , 17-10-13 23-3-1 , 27-10-8 , 29-11-8 , 2-1-0 4-7-7 5-4-4 3-11-9 3-11-9 5-4-4 4-7-7 2-1-0 9-6-1 18-4-7 27-10-8 9-6-1 8-10-6 9-6-1 Plate Offsets (X.Y): 13:0-1-8.0-2-01. 17:0-1-8.0-2-01. [10:0-2-12.0-1-8], [14:0-2-12,0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.42 BC 0.90 WB 0.83 (Matrix) DEFL (in) (loc) I/den Vert(LL) -0.1013-14 >999 Vert(TL) -0.2411-13 >999 Horz(TL) 0.07 10 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 132 Ib BRACING TOP CHORD Sheathed or 4-1-9 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. UMBER OP CHORD 2X4 DF-N No.1/No.2 -dOTCHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std "Except' 2-14 2X6 DF-N No.1/No.2,8-10 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 14=1367/0-3-8,10=1367/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-322, 3-4=-1869,4-5=-1678,5-6—1678.6-7—1869, 7-8=-322, 8-9=62.2-14=-427,8-10=-427 BOT CHORD 13-14=1677.12-13=1802.11-12=1802,10-11=1677 WEBS 3-13=13.4-13=295,5-13=-176.5-11=-176, 6-11=295, 7-11=13, 3-14=-1667,7-10=-1667 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard CENTRAL PLANT ROOF ITPJIVEKSAt. TRUSS, tNC Job £-1759, Truss BG2 Truss Type CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Toe Jul 26 12:28:39 2005 Page 1 -2-1-0 4-7-7 | 11-6-0 , 13-11-4 , 16-4-8 , 23-3-1 27-10-3 2-1-0 4-7-7 6-10-9 2-5-4 2-5-4 6-10-9 4-7-7 5.00 fl2~ 3x41! 12 3x6 —3x8- 9-6-1 18-4-7 27-10-8 9-6-1 8-10-6 9-6-1 Plate Offsets (X.Y>: (3:0-1-8.0-2-01, [11:0-1-8.0-2-01. [13:0-2-12.0-1-81. [17:0-2-12.0-1-81 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.46 BC 0.90 WB 0.85 (Matrix) DEFL (in) (loc) I/den Vert(LL) -0.10 16-17 >999 Vert(TL) -0.23 14-16 >999 Horz(TL) 0.07 13 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 142 Ib .UMBER OP CHORD 2X4 DF-N No.1/No.2 -dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std *Except* 2-17 2X6 DF-N No.1/No.2,12-13 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 17=1374/0-3-8.13=1199/0-3-8 BRACING TOP CHORD Sheathed or 4-0-14 on center purlin spacing, except end verticals. Except: 1 Rowatmidpt 4-10 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-317, 3-4=-1880,4-5=-644,4-6=-1130,6-7=-1127, 7-9=-1140.9-10=-1144,8-10=-644,10-11=-1896,11-12=-551,2-17=-423.12-13=-345.5-8=-566 BOT CHORD 16-17=1692,15-16=1657,14-15=1657,13-14=1748 WEBS 3-16=5,4-16=137, 7-16=51, 7-14=70, 10-14=145,11-14=-41, 3-17=-1689,11-13=-1499,5-6=25,8-9=25 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss BG3 Truss Type CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 - 11-6-0 4.0-32 s Feb 18 1999 MJTek Industries. Inc. Tue Jul 261228:40 2005 Page 1 16-4-8 , 27-10-8 2-1-0 11-6-0 4-10-8 11-6-0 1x411 5-4-10 11-6-0 16-4-8 22-5-14 27-10-8 5-4-10 6-1-6 4-10-8 6-1-6 5-4-10 Plate Offsets (X,Y): [2:0-2-4.0-1-8], [5:0-3-8.edael. [6:0-7-8.0-2-81. [10:0-1-4.0-1-121. H3:0-2-8,edge], [15:0-4-0,0-2-81.116:0-1-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.77 BC 0.84 WB 0.93 (Matrix) DEFL (in) Hoc) 1/dell Vert(LL) -0.21 12-14 >999 Vert(TL) -0.4612-14 >714 HorzfTL) 0.09 10 n/a 1stLCLLMinl/defi = 360 PLATES GRIP M20 197/144 Weight: 143 Ib BRACING TOP CHORD Sheathed or 2-7-14 on center purfin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS IRowatmidpt 3-5,6-8,5-15,6-11 '.UMBER OP CHORD 2X4 DF-N No.1/No.2 "Except' 5-62X4 DF No.1&Btr BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std REACTIONS (Ib/size) 16=1375/0-3-8,10=1207/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=60,2-3=-2060,3-4=26. 7-8=-115.8-9=-2102. 2-16=-1310,9-10=-1142,5-6=-3515 BOT CHORD 15-16=170,14-15=3462.13-14=3490,12-13=3490,11-12=3488,10-11=373 WEBS 3-15=509, 3-5=-1827, 5-14=109, 4-5=-159, 5-12=28,6-12=98. 6-7=-157, 6-8=-1870,8-11=522,2-15=1684. 9-11=1521,5-15=-1738,6-11=-1719 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss BH Truss Type FLAT Qty 1 Ply 2 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 i 4-3-15 8-6-1 4.0-32 sFeb 18 1999 MiTek Industries, Inc. Tue Jul 261228:41 2005 Pagel , 12-10-0 , 4-3-15 4-2-3 4-3-15 3x4 11 4)6= 4-3-15 8-6-1 12-10-0 4-3-15 4-2-3 4-3-15 Plate Offsets fX.Y): [1:0-2-4.0-1-12]. [3:0-2-4.0-1 -81. [4:0-1-0.0-1-121. [6:0-3-0.0-4-121. [7:0-3-0.0-4-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.91 BC 0.81 WB 0.80 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.03 6-7 >999 VertfTL) -0.07 6-7 >999 Horz(TL) 0.01 5 n/a 1st LCLLMin l/defl = 360 PLATES GIMP M20 197/144 Weight: 178 Ib BRACING TOP CHORD Sheathed or 4-4-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER OP CHORD 2X6 DF-N No.1/No.2 BOT CHORD 2X6 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except' 1-72X4 DF-N No.1/No.2,2-62X4 DF-N No.1/No.2 3-5 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 8=4541/0-3-8, 5=4541/0-3-8 FORCES Ob) - First Load Case Only TOP CHORD 1-8=-3326,1-2=-3566.2-3=-3592,3-4=-121,4-5=-179 BOT CHORD 7-8=126.6-7=3566,5-6=3592 WEBS 2-7=-220,3-6=2878,1-7=4645.2-6=35,3-5=-4686 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 2 row(s) at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-8-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) Provide adequate drainage to prevent water ponding. 3} All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TPl 1-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 7-8=-656.2, 6-7=-656.2,5-6=-656.2,1-2—68.0,2-3=-68.Q, 3-4=-68.0 Job E-1759 . Truss BJ Universal Truss, Inc -2-1-0 Truss Type COMMON , Fontana, CA 92335 5-2-1 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1228:42 2005 Page 1 8-3-0 11-3-15 , 16-6-0 , 18-7-0 2-1-0 5-2-1 3-0-15 3-0-15 5-2-1 2-1-0 4x9 11 8-3-0 16-6-0 8-3-0 8-3-0 Plate Offsets (X,Y): [2:0-0-3.edqel. [8:0-0-3.edgel LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.93 BC 0.77 WB 0.22 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.08 2-10 >999 Vert(TL) -0.14 2-10 >999 Horz(TL) 0.05 8 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 72 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 4-10-5 on cerrter bracing. '.UMBER OP CHORD 2X4 DF-N No.1/No.2 dOTCHORD 2X4DF-NNo.1/No.2 WEBS 2X3SPFStud SLIDER Left 2 X 6 DF-N No.1/No.2 2-5-8, Right 2X6 DF-N No.1/No.2 2-5-8 REACTIONS (Ib/size) 2=871/0-3-8, 8=871/0-3-8 Max Horz 2=3300(load case 6) Max Uplift2=-445(!oad case 5), 8=-445{load case 6) Max Grav 2=1357 (load case 6), 8=1357(load case 5} FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19, 2-3—1071,3-4=-984, 4-5=-831,5-6—831, 6-7—984, 7-8=-1071,8-9=19 BOT CHORD 2-10=859,8-10=859 WEBS 4-10=-148, 5-10=347, 6-10=-148 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. 5) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 2-10—20.0,8-10=-20.0,1-2—28.0,2-3=113.5, 3-4=55.3,4-5=55.3,5-6=-111.3, 6-7—111.3, 7-8=-169.5, ' 8-9=-28.0 Horz: 2-3=282.6, 3-4=480.0, 4-5=480.0, 5-6=480.0,6-7=480.0, 7-8=282.6 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 2-10=-20.0, 8-10=-20.0,1-2=-28.0, 2-3=-169.5, 3-4=-111.3,4-5=-111.3, 5-6=55.3, 6-7=55.3, 7-8=113.5, 8-9=-28.0 Horz: 2-3=-282.6, 3-4=-480.0, 4-5=-480.0, 5-6=-480.0, 6-7=-480.0, 7-8—282.6 Job £-1759. Truss BJ1 Truss Type COMMON Universal Truss, Inc., Font ana, CA 92335 I 5-2-1 I 8-3-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1228:43 2005 Page 1 11-3-15 16-6-0 | 5-2-1 3-0-15 3-0-15 5-2-1 4x4 = 5.00 pnr 1x4 ^ 4x9 3x8-4x911 8-3-0 16-6-0 8-3-0 8-3-0 Plate Offsets (X.Y): M:0-0-3,edgel. f 7:0-0-3. edae] LOADING (psf) TCLL 20.0 TCDL 14.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.89 BC 0.75 - WB 0.23 (Matrix) DEFL (in) 0°c) 1/defl Vert(LL) -0.08 1-8 >999 Vert(TL) -0.15 1-8 >999 Horz(TL) 0.05 7 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 66 lt> BRACING TOP CHORD Sheathed or 2-7-10 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 4-11-9 on center bracing. UJMBER OP CHORD 2X4 DF-N No.1/No.2 60TCHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 2-5-8, Right 2X6 DF-N No.1/No.2 2-5-8 REACTIONS (Ib/size) 1=72670-3-8, 7=726/0-3-8 Max Horz 1=-3300(load case 5) Max Uplift 1—505(load case 5), 7=-505(load case 6) Max Grav 1=1297(load case 6), 7=1297(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1127, 2-3=-1046,3-4=-886,4-5=-886,5-6=-1046, 6-7=-1127 BOT CHORD 1-8=925,7-8=925 WEBS 3-8=-183, 4-8=402, 5-8—183 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. 5) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber Increased. 33, Plate lncrease=1.06 Uniform Loads (pfi) Vert: 1-8—20.0, 7-8—20.0,1-2=113.5, 2-3=55.3,3-4=55.3,4-5—111.3, S-6=-111.3,6-7=-169.5 , Horz: 1-2=282.6,2-3=480.0, 3-4=480.0,4-5=480.0,5-6=480.0,6-7=282.6 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-8—20.0, 7-8—20.0,1-2=-169.5, 2-3=-111.3, 3-4=-111.3, 4-5=55.3,5-6=55.3, 6-7=113.5 Horz: 1-2—282.6,2-3=-480.0,3-4=-480.0,4-5=-480.0,5-6—480.0, 6-7=-282.6 Job E-1759 . Truss BJ2 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 261228:44 2005 Page 1 11-3-15 , 15-4-8 i 16-6-0 , Universal Truss, Inc., Fontana, CA 92335 5-2-1 8-3-0 5-2-1 3-0-15 3-0-15 4-0-9 1-1-fi 4x4- 5x9 3x8 = 8-3-0 15-4-8 16-6-0 8-3-0 7-1-8 1-1-8 Elate Offsets (Xt1Q: 11 rO-Q^edge]. [6:0-0-8.0-2-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber increase 1.25 Rep Stress Incr NO Code UBC97/ANS195 CSI TC 0.90 BC 0.66 WB 0.98 (Matrix) DEFL (in) (loc) 1/defi Vert(LL) -0.07 1-8 >999 Vert(TL) -0.14 1-8 >999 Horz(TL) 0.04 7 n/a 1stLCLLMin(/defl = 360 PLATES GRIP M20 197/144 Weight: 62 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 5-8-0 on center bracing. LUMBER 'OP CHORD 2X4 DF-N No.1/No.2 6OT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud "Except* 6-72X4 SPF Std SLIDER Left 2 X 6 DF-N No.1/No.2 2-5-8 REACTIONS (tb/size) 1=670/0-3-8. 7=670/0-3-8 Max Horz 1=-3046(load case 5) Max Uplffl1=-599(load case 5). 7=-370(load case 6) Max Grav 1=1330(load case 6). 7=1101 (load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2*-1010,2-3—931. 3-4—759, 4-5=-760, 5-6=-228, 6-7—210 BOT CHORD 1-8=824,7-8=705 WEBS 3-B=-209,4-8=321, 5-8=-53.5-7=-672 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSl/TP11-1995 criteria. 5) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pK) i Vert: 1-8=-20.0,7-S=-20.0,1-2=113.5,2-3=55.3,3-4=55.3. 4-5=-111.3,5-6—111.3 Horz: 1-2=282.6, 2-3=480.0,3-4=480.0, 4-5=480.0,5-6=480.0 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-8=-20.0, 7-8=-20.0,1-2—169.5, 2-3=-111.3,3-4=-111.3,4-5=55.3, 5-6=55.3 Horz: 1-2=-282.6, 2-3=-480.0,3-4=-480.0, 4-5=-480.0,5-6—480.0 Job E-1759 . Truss BJ-2 Truss Type COMMON Universal Truss. Inc., Fontana, CA 92335 I -2-1-0 5-2-1 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:28:44 2005 Page 1 8-3-0 11-3-15 , 16-6-0 , 18-7-0 . 2-1-0 5-2-1 3-0-15 3-0-15 5-2-1 2-1-0 DRAG 200# PLF. 4x9ll 8-3-0 16-6-0 8-3-0 8-3-0 Plate Offsets (X.Y): [2:0-0-3.edgel. r8:0-0-3.edae1 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 8CDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TO 0.93 BC 0.77 WB 0.22 (Matrix) DEFL (in) 0°°) l/defl Vert(LL) -0.08 2-10 >999 Vert(TL) -0.14 2-10 >999 Horz(TL) 0.05 8 n/a 1stLCLLMin(/def) = 360 PLATES GRIP M20 197/144 Weight: 86 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 4-10-5 on center bracing. 'UMBER OP CHORD 2X4 DF-N No.1/No.2 -dOTCHORD 2X4DF-NNo.1/No.2 WEBS 2X3 SPF Stud OTHERS 2X3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 2-5-8, Right 2X6 DF-N No.1/No.2 2-5-8 REACTIONS (Ib/size) 2=871/0-3-8, 8=871/0-3-8 Max Horz 2=3300(load case 6) Max Uplift2=-445(load case 5), 8=-445{load case 6) Max Grav2=1357(load case 6), 8=1357(load case 5) FORCES (tb) - First Load Case Only TOP CHORD 1-2=19,2-3—1071,3-4=-984,4-5=-831, 5-6=-831,6-7=-984, 7-8=-1071,8-9=19 BOT CHORD 2-10=859,8-10=859 WEBS 4-10=-148.5-10=347,6-10=-148 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. 6) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber Increased.33, Plate Increased.06 Uniform Loads (ptf) Vert: 2-10*-20.0, 8-10=-20.0,1-2—28.0, 2-3=113.5,3-4=55.3,4-5=55.3,5-6—111.3,6-7=-111.3. 7-8=-169.5, 8-9=-28.0 Horz: 2-3=282.6, 3-4=480.0,4-5=480.0, 5-6=480.0, 6-7=480.0, 7-8=282.6 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (ptf) Vert: 2-10=-20.0, 8-10—20.0,1-2=-28.0, 2-3=-169.5, 3-4=-111.3, 4-5—111.3, 5-6=55.3, 6-7=55.3, 7-8=113.5, 8-9=-28.0 Horz: 2-3=-282.6, 3-4=-480.0, 4-5—480.0, 5-6=-480.0, 6-7=-480.0, 7-8=-282.6 Job 551759 . Truss BK Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana.CA 92335 '-4-0 4-8-0 12-7-12 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Sep 15 09:07:54 2006 Page 1 20-7-8 , 26-7-8 , 28-8-8 , 4-0 4-8-0 7-11-12 7-11-12 6-0-0 2-1-0 410pi2" 3x4 1.5x41 4x4 = 1-4-0 4-8-0 11-4-4 3x4= 3x4= 3x4 = 13-11-4 4x4:2x4 I 20-7-8 26-7-8 -4-0 4-8-0 6-8-4 2-7-0 6-8-4 6-0-0 Plate Offsets (X.Y): [5:0-2-0.0-1-8] LOADING (psf) TCLL 20.0 TCDL 14,0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSt TC 0.99 BC 0.39 WB 0.70 (Matrix) DEFL (in) (toe) Vdefl Vert(LL) -0.04 8-9 >999 Vert(TL) -0.10 8-9 >999 Horz<TL> 0.01 7 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 116 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except" 2-12 2X3 SPF Stud, 2-112X3 SPF Stud, 4-92X3 SPF Stud 4-82X3 SPF Stud, 5-72X6 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 5-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 9-11. WEBS IRowatmidpt 2-11,4-9 REACTIONS (Ib/size) 13=311/0-3-8,11=1457/0-3-8, 7=703/0-3-8 Max Grav 13=370(load case 3), 11=1457(load case 1), 7=717(lo FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-356, 2-3=490, 3-4—59,4-5=-767,5-6=52,1-13—269, 5-7=-640 BOT CHORD 12-13=63,11-12=305, 10-11—110, 9-10=-110, 8-9=670, 7-8=87 WEBS 2-12=50, 2-11=-733, 3-11=-1108, 3-9=370, 4-9=-745, 4-8=50, 1-12=250, 5-8=588 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-5, UBC-97. 4) This truss has been designed with ANSI/TPl 1-1995 criteria, LOADCASE(S) Standard Job 551759 . Truss BK-2 Truss Type COMMON Universal Truss, Inc., Fontana.CA 92335 , -2-1-0 6-0-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 sFeb 18 1999 MiTek Industries, Inc. Thu Sep 15 09*7:50 2005 Pagel 13-11-12 21-11-8 27-11-8 , 30-0-8 , 2-1-0 6-0-0 7-11-12 7-11-12 6-0-0 DRAG 200# PLF. 2-1-0 6-0-0 12-8-4 15-3-4 21-11-8 27-11-8 6-0-0 6-8-4 2-7-0 6-8-4 6-0-0 Plate Offsets (X.Y): [2:0-2-12.0-1-121. [6:0-2-12,0-1-121.19:0-2-0.0-2-01. [13:0-2-0.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.78 BC 0.90 WB 0.71 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.07 13-14 >999 VertfTL) 0.17 1-2 >168 HorzfTL) 0.09 8 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 171 Ib LUMBER TOP CHORD 2 X 4 DF No.1&Btr BOT CHORD 2 X 4 DF No.UBtr WEBS 2X3 SPF Stud "Except* 4-122X4 SPF Std, 4-10 2 X 4 SPF Std, 2-14 2X6 DF-N No.1/No.2 2-13 2X4 DF-N No.1/No.2,6-82X6 DF-N No.1/No.2 6-92X4 DF-N No.1/No.2 2X3 SPF Stud BRACING TOP CHORD Sheathed or 2-11-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 1-3-0 on center bracing. WEBS 1 Row at midpt 3-12, 5-10. 2-13 OTHERS REACTIONS {Ib/size) 14=546/0-3-8.12=1503/0-3-8,8=692/0-3-8 Max Horz 14—5500(load case 5) Max Uplift 14=-1089(load case 5), 8=-489(load case 6) Max Grav 14=1639(load case 6), 12=1503(load case 1). 8=1198(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=52, 2-3—411,3-4=525, 4-5=146, 5-6=-742,6-7=52, 2-14=-486, 6-8=-630 BOT CHORD 13-14=46,12-13=335,11-12—138,10-11—138,9-10=648,8-9=74 WEBS 3-13=82, 3-12=-801,4-12=-1128, 4-10=371, 5-10=-751, 5-9=52, 2-13=291,6-9=577 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 on center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—28.0, 2-3=40.3, 3-4=40.3,4-5=-96.3,5-6=-96.3, 6-7—28.0,13-14=-20.0,12-13—20.0,11-12—20.0, 10-11—20.0, 9-10=-20.0, 8-9=-20.0 Horz: 2-3=585.4, 3-4=585.4, 4-5=585.4, 5-6=585.4 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—28.0, 2-3—96.3, 3-4=-96.3, 4-5=40.3, 5-6=40.3, 6-7=-28.0, 13-14—20.0, 12-13=-20.0, 11-12=-20.0, 10-11—20.0, 9-10—20.0, 8-9=-20.0 Horz: 2-3=-585.4, 3-4=-585.4, 4-5=-585.4, 5-6=-585.4 Job 551759 Truss BK1 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss. Inc., Fontana, CA 92335 -4-0 , 4-8-0 12-7-12 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Sep 15 09^)7:57 2005 Page 1 20-7-8 , 26-7-8 4-8-0 7-11-12 7-11-12 6-0-0 3x4 I 1.5x411 -1-4-0 4-8-0 11-4-4 13-11-4 20-7-8 26-7-8 -4-0 4-8-0 6-8-4 2-7-0 6-6-4 6-0-O Plate Offsets (X.Y): [5:0-2-0.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.98 BC 0.40 WB 0.70 (Matrix) DEFL (in) (loc) t/defl Vertfl-L) -0.04 7-8 >999 Vert(TL) -0.10 7-8 >999 Horz(TL) 0.01 6 n/a IstLCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 113 Ib LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOTCHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std "Except" 2-112X3 SPF Stud, 2-10 2X3 SPF Stud. 4-82X3 SPF Stud 4-72X3 SPF Stud, 5-62X6 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 5-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-10. WEBS 1 Row at midpt 2-10,4-8 REACTIONS (Ib/size) 12=317/0-3-8,10=1458/0-3-8,6=535/0-3-8 Max Grav 12=373{load case 3), 10=14S8(load case 1), 6=549(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-368, 2-3=474, 3-4=-79, 4-5=-826,1-12=-275, 5-6=-475 BOT CHORD 11-12=63,10-11=316,9-10=-95, 8-9=-95, 7-8=728,6-7=311 WEBS 2-11=47,2-10—729, 3-10—1110,3-8=385,4-8=-787, 4-7=73,1-11=261,5-7=420 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads per Table No. 16-0, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job 551759 . Truss BK2 Truss Type COMMON Qty 1 Ply 2 LA COSTA GLEN/TOM 4.0-32 s Fefa 18 1999 MiTek Industries, Inc. Thu Sep 15 09:08:05 2005 Page 1 12-10-0 Universal Truss, Inc., Fontana, CA 92335 6-10-0 6-10-0 6-0-0 4x7 = 6-10-0 12-10-0 6-10-0 6-0-0 Plate Offsets (X.Y>: 12:0-3-0.0-1-81. [3:0-2-14.0-6-61.15:0-4-0.0-5-01 LOADING (psi) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CS1 TC 0.99 BC 0.96 WB 0.78 (Matrix) DEFL (in) (toe) tfdefl Vert(LL) -0.12 5-6 >999 Vert(TL) -0-27 5-6 >558 Horz(TL) 0.02 4 1stLCLLMinl/defl = 36 n/a PLATES GRIP M20 197/144 Weight: 138 Ib BRACING TOP CHORD Sheathed or 4-8-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 1 Row at midpt 2-6 LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2 X 6 DF SS WEBS 2X4 SPF Std 'Except' 2-52X4 DF-N No.1/No.2,1-62X4 DF-N No.1/No.2, 3-4 2 X 8 DF SS REACTIONS (Ib/size) 6=4485/0-3-8, 4=4485/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-317, 2-3=-6597,1-6—192.3-4=-2655 BOT CHORD 5-6=6171,4-5=3373 WEBS 2-6—6353,2-5=3981.3-5=2816 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 2 row(s) at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-8-1 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-97 4) This truss has been designed with ANSl/TP11-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-68.0,2-3=-68.0,5-6=-656.2,4-5=-656.2 Job £-1759 , Truss Truss Type MONO CAL HIP Qty 1 Ply 2 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 3-7-7 7-11-11 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1228:49 2005 Page 1 , 10-5-10 , 13-3-8 , 3-7-7 4-4-4 2-5-15 2-9-14 4x5 = 5.00 7x10 =2X6 II 3-7-7 7-6-0 10-5-10 13-3-8 3-7-7 3-10-9 2-11-10 2-9-14 Plate Offsets (X.Y): [1:0-0-0,0-5-31. [lLl-0^.0-1-gJJ3jO-1-AO-1-81^ LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.88 BC 0.71 WB 0.86 (Matrix) DEFL (in) (loc) l/defl Vert<LL) -0,06 9-10 >999 Vert(TL) -0,14 9-10 >999 Horz(TL) 0,02 7 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 Weight: 158 Ib BRACING TOP CHORD Sheathed or 4-1-10 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER DP CHORD 2X4 DF-N 2400F 2.0E -Except- 4-62X4 DF-N No.1/No.2 BOT CHORD 2 X 6 DF SS WEBS 2X4 SPF Sid 'Except* 6-82X4 DF-N No.1/No.2 SLIDER Left 2 X 6 DF-N No.1/No.2 1-9-0 REACTIONS (\blsize) 1=5310/0-3-8, 7=5763/0-3-8 FORCES Ob) - First Load Case Only TOP CHORD 1-2—7696,2-3=-7710,3-4=-5962,4-11=-5560,11-12=-5560, 5-12=-5560, 5-6=-3563,6-7=-4S64 BOT CHORD 1-10=6844, 9-10=6844,9-13=3563,13-14=3563,8-14=3563,8-15=103, 7-15=103 WEBS 3-10=2076, 3-9=-1409, 4-9=899,5-9=3116. S-8—2797, 6-8=5757 NOTES 1)2-plylruss to be connected together with O.ISTVS" Nails as follows: Top chords connected with 1 row(s) at 0-5-0 on center. Bottom chords connected with 2 row(s) at 0-8-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked Tor unbalanced loading conditions. 3) Except as shown below, special connections) required to support concentrated load(s). Design of connections) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber Increased .25, Plate lncrease=1.00 Uniform Loads (ptf) Vert: 1-2=-68.0,2-3=-68.0,3-4=-68.0,4-11=-68.0,11-12—165.0,5-12—165.0, 5-6—165.0,1-10=-684.7,9-10—684.7, 9-13=-684.7, 13-14=-684.7, 8-14=-684.7, 8-15=-684.7, 7-15—684.7 Concentrated Loads (Ib) Vert: 11=-680 Job E-1759 Truss Truss Type MONO CAL HIP Qly 1 Ply 2 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana.CA 92335 7-3-11 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 261228:50 2005 Page 1 10-1-10 , 12-10-0 7-3-11 2-9-15 2-8-6 0-5-8 4x5= 5.00 fl2~ 6x10=2x611 3-3-7 6-10-1 10-1-10 12-10-0 3-3-7 3-6-10 3-3-10 2-8-6 0-5-8 Plata Offsets (X.Y>: {1:0-0-0,0-4-31. [1:0-10-3.0-1-81. [3:0-1-8.0-1-81. [5:0-1-12,0-1-121, [6:0-2-0,0-1-81. [8:0-3-0.0-4-01. [9:0-4-0.0-4-81. {10:0-1-0.0-3-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.84 BC 0.67 WB 0.82 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.05 9-10 >999 Vert(TL) -0.12 9-10 >999 Horz(TL) 0.02 7 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 150 Ib BRACING TOP CHORD Sheathed or 4-4-7 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER OP CHORD 2X4 DF-N 2400F 2.0E 'Except" 4-62X4DF-NNo.1/No.2 BOT CHORD 2 X 6 DF SS WEBS 2X4 SPF Std "Except" 6-8 2X4 DF-N No.1/No.2 SLIDER Left 2 X 6 DF-N No.1/No.2 1-6-14 REACTIONS (Ib/size) 1=5103/0-3-8,7=5461/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-7247,2-3=-7278,3-4=-6017.4-11=-5618,11-12=-5618.5-12—5618.5-6—3531.6-7=-4643 BOT CHORD 1-10=6435,9-10=6435,9-13=3531,13-14=3531,8-14=3531,8-15=103,7-15=103 WEBS 3-10=1720, 3-9=-878.4-9=968.5-9=2943. 5-8=-2466.6-8=5587 NOTES 1) 2-pty truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-6-0 on center. Bottom chords connected with 2 row(s) at 0-8-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) Except as shown below, special connections) required to support concentrated load(s). Design of connection^) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber Increase3!.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2=-68.0. 2-3—68.0, 3-4=-68.0, 4-11=-153.7.11-12—153.7,5-12—153.7, 5-6=-153.7.1-10=-681.4, 9-10=-681.4, 9-13=-681.4,13-14=-681.4, 8-14=-681.4. 8-15=-681.4, 7-15=-681.4 Concentrated Loads (Jb) Vert:11=-568 Job 5-1759 , Truss Truss Type MONO CAL HIP Qly 1 Ply 2 LA COSTA GLEWTOM Universal Truss, Inc., Fontana, CA 92335 , 3-7-7 7-11-11 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:2851 2005 Page 1 i 10-5-10 , 12-10-0 43^8 3-7-7 4-4-4 2-5-15 2-4-6 0-5-8 4x6' 5.00 [TF 6x10=2x6l) 3-7-7 7-6-0 10-5-10 12-10-0 3-7-7 3-10-9 2-11-10 2-4-6 0-5-8 Plate Offsets fX.Y): M:0-0-0.0-4-3I. [1:1-0-4.0-1-81.13:0-1-4.0-1-81. f5:0-1-12.0-1-8l. f6:0-2-12.0-1-81. [8:0-3-0.0-3-41. f&:0-4-0.0-4-121.110:0-1-8.0-4-41 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Pfates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSi TC 0.84 BC 0.67 WB 0.95 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.06 9-10 >999 Vert(TL) -0.13 9-10 >999 Horz(TL) 0.02 7 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 154 Ib BRACING TOP CHORD Sheathed or 4-3-8 on center purtin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER OP CHORD 2X4DF-N2400F2.0E'Except* 4-62X4 DF-N No.1/No.2 BOT CHORD 2 X 6 DF SS WEBS 2X4 SPF Std 'Except* 6-82X4DF-NNo.1/No.2 SLIDER Left 2 X 6 DF-N No.1/No.2 1-9-0 REACTIONS Ob/size) 1=5110/0-3-8,7=5575/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-7331,2-3=-7342,3-4=-5510.4-11=-5140,11-12=-5140.5-12=-5140, 5-6=-2940,6-7=-4802 BOT CHORD 1-10=6518, 9-10=6518, 9-13=2940,13-14=2940, 8-14=2940, 8-15=95, 7-15=95 WEBS 3-10=2106, 3-9—1523,4-9=738, 5-9=3433, 5-8=-2983, 6-8=5380 NOTES 1) 2-pry truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-5-0 on center. Bottom chords connected with 2 row(s) at 0-8-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) Except as shown below, special connection^} required to support concentrated k)ad(s). Design of connections) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) This truss has been designed with ANSl/TPl 1-1995 criteria. LOAD CASE<S} Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (pit) Vert: 1-2—68.0,2-3=-68.0,3-4=-68.0,4-11=-68.0,11-12—165.0,5-12—165.0,5-6=-165.0, 1-10—684.7,9-10=-684.7, 9-13=-684.7,13-14=-684.7,8-14=-684.7, 8-15=-684.7. 7-15=-684.7 Concentrated Loads (Ib) Vert: 11—680 Job E-1759 , Truss BN Universal Truss, Inc I -2-1-0 • Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM ., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1228:52 2005 Page 1 5-4-5 , 8-4-8 11-4-11 , 16-9-0 , 18-1<W . 2-1-0 5-4-5 3-0-3 3-0-3 5-4-5 2-1-0 4x9 II 8-4-8 16-9-0 8-4-8 8-4-8 Plate Offsets (X.Y): f2:0-0-3.edael. [S.-Q-O-S.edpe] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.91 BC 0.78 WB 0.23 (Matrix) DEFL 0") (loc) l/defl Vert(LL) -0.08 2-10 >999 Vert(TL) -0.15 2-10 >999 Horz(TL) 0.05 8 n/a 1st LC LL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 73 tb BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 4-10-8 on center bracing. '.UMBER OP CHORD 2X4 DF-N No.1/No.2 ^JOTCHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 2-6-12, Right 2X6 DF-N No.1/No.2 2-6-12 REACTIONS (Ib/size) 2=882/0-3-8, 8=882/0-3-8 Max Horz 2=-3350(ioad case 5) Max Upim2=~463fload case 5), 8=-463(load case 6) Max Grav2=1359(load case 6), 8=1359(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-11=4,2-11=19, 2-3=-1090,3-4—1002, 4-5=-845,5-6=-845,6-7=-1002, 7-8=-1090,8-12=19,9-12=4 BOT CHORD 2-10=877,8-10=877 WEBS 4-10—158,5-10=369,6-10—158 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TR 1-1995 criteria. 5) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 2-10=-20.0, 8-10=-20.0,2-11=-28.0, 2-3=111.1, 3-4=55.3, 4-5=55.3,5-6=-111.3, 6-7=-111.3, 7-8=-167.1, * 8-12=-28.0 Horz: 2-3=287.6, 3-4=480.0, 4-5=480.0,5-6=480.0, 6-7=480.0, 7-8=287.6 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 2-10—20.0, 8-10=-20.0, 2-11—28.0, 2-3=-167.1, 3-4—111.3,4-5—111.3, 5-6=55.3, 6-7=55.3, 7-8=111.1, 8-12=-28.0 Horz: 2-3=-287.6, 3-4=-480.0, 4-5=-480.0, 5-6=-480.0, 6-7=-4SO.O, 7-8—287.6 Job £-1759 , Truss BN1 Truss Type COMMON Universal Truss, Inc., Fontana, CA 92335 i 5-4-5 8-4-8 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 125853 2005 Page 1 11-4-11 16-9-0 i 5-4-5 3-0-3 3-0-3 5-4-5 4x4: 4x9 3x8-4x9 II 8-4-8 16-9-0 8-4-8 8-4-8 Plate Offsets (X.Y): 11:0-0-3.edgel. |7:0-P^edgeJ_ LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.89 BC 0.76 WB 0.24 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -O.08 1-8 >999 Vert(TL) -0.15 1-8 >999 Horz(TL) 0.05 7 n/a IstLCLL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 67 Ib BRACING TOP CHORD Sheathed or 2-7-7 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 4-11-4 on center bracing. '.UMBER OP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 2-6-12. Right 2X6 DF-N No.1/No.2 2-6-12 REACTIONS (Ib/size) 1=737/0-3-8, 7=737/0-3-8 Max Horz 1=-3350(load case 5) Max Uplift1=-509(load case 5), 7=-509{load case 6) Max Grav1=1313(load case 6), 7=1313(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2—1146,2-3=-1062,3-4=-900,4-5=-900,5-6=-1062, 6-7—1146 BOT CHORD 1-8=941.7-8=941 WEBS 3-8=-191,4-8=424, 5-8=-191 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. 5) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber Increased .33, Plate Increased .06 Uniform Loads (pit) Vert: 1-8—20.0, 7-8=-20.0,1-2=111.1, 2-3=55.3, 3-4=55.3, 4-5=-111.3,5-6—111.3,6-7=-167.1 ' Horz: 1-2=287.6, 2-3=480.0,3-4=480.0,4-5=480.0, 5-6=480.0,6-7=287.6 6) User defined: Lumber lncrease=1.33. Plate lncrease=1.06 Uniform Loads (pff) Vert: 1-8=-20.0, 7-8=-20.0,1-2=-167.1, 2-3=-111.3. 3-4=-111.3,4-5=55.3,5-6=55.3, 6-7=111.1 Horz: 1-2—237.6,2-3=-480.0,3-4=-480.0,4-5=-480.0,5-6=-480.0,6-7—287.6 Job E-1759 , Truss BN-2 Truss Type COMMON Universal Truss, Inc., Fontana, CA 92335 I -2-1-0 | 5-4-5 , 8-4-8 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Ju) 26 122854 2005 Page 1 11-4-11 16-9-0 , 18-10-0 , 2-1-0 5-4-5 3-0-3 3-0-3 5-4-5 DRAG 200# PLF. 2-1-0 4x9 II 8*4-8 16-9-0 8-4-8 8-4-8 Plate Offsets (X.Y): I2:0-0-3.edgel. (8:0-0-3.edge? LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.91 BC 0.78 WB 0.23 (Matrix) DEFL (in) (foe) l/defl Vert(LL) -0.08 2-10 >999 Vert(TL) -0.15 2-10 >999 HorzfTL) 0.05 8 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 93 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 4-10-8 on center bracing. .UMBER OP CHORD 2X4 DF-N No.1/No.2 dOTCHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud OTHERS 2X3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 2-6-12, Right 2X6 DF-N No.1/No.2 2-6-12 REACTIONS Ob/size) 2=882/0-3-8, 8=882/0-3-8 Max Hofz2=-336Q(Joad case 5) Max Upltft2=-463(load case 5), 8=-463fload case 6) Max Grav2=1359(load case 6), 8=1359(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-31=4, 2-31=19, 2-3=-1090,3-4=-1002, 4-5=-845.5-6=-845. 6-7—1002, 7-8=-1090, 8-32=19, 9-32=4 BOT CHORD 2-10=877,8-10=877 WEBS 4-10=-158,5-10=369, 6-10—158 NOTES 1} This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise Indicated. 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. 6) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniform Loads (ptf) Vert:2-10—20.0,8-10—20.0,2-31—28.0,2-3=111.1,3-4=55,3, 4-5=55.3,5-6—111.3,6-7—111.3, 7-8=-167.1, 8-32=-28.0 Horz: 2-3=287.6,3-4=480.0, 4-5=480.0,5-6=480.0, 6-7=480.0, 7-8=287.6 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 2-10—20.0, 8-1Q=-20.0,2-31—28.0,2-3=-167.1,3-4=-111.3, 4-5—111.3,5-6=55.3,6-7=55.3, 7-8=111.1, 8-32=-28.0 Horz: 2-3=-287.6, 3-4=-480.0, 4-5=-480.0, 5-6=-480.0,6-7=-480.0, 7-8=-287.6 Job 5-1759 , Truss BO Universal Truss, Inc., , -2-1-0 * Truss Type COMMON City 1 Ply 1 LA COSTA GLEN/TOM Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1228:55 2005 Page 1 7-3-0 14-6-0 , 16-7-0 , 2-1-0 7-3-0 7-3-0 2-1-0 4x4- 5.00 f!2~ 4x911 1x411 4x9 il 7-3-0 14-6-0 7-3-0 7-3-0 Plate Offsets 0(.Y): f2:0-0-3.edgel. [4:0-2-0,0-2-8]. [6:0-0-3.edgel LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.67 BC 0.72 WB 0.17 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.08 2-8 >999 VertfTL) -0.12 2-8 >999 Horz(TL) 0.04 6 n/a 1st LCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 64 Ib BRACING TOP CHORD Sheathed or 4-1-7 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 5-6-3 on center bracing. 'UMBER OP CHORD 2X4 DF-N No.1/No.2 JOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3SPFStud SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-1, Right 2X6 DF-N No.1/No.2 3-7-1 REACTIONS (Ib/size) 2=783/0-3-8, 6=783/0-3-8 Max Horz 2=-2900(load case 5) Max Uplift2—388(load case 5), 6=-388Qoad case 6) MaxGrav2=1204(load case 6), 6=1204(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19, 2-3—880,3-4=-737, 4-5=-737,5-6=-880,6-7=19 BOT CHORD 2-8=681,6-8=681 WEBS 4-8=162 NOTES 1) This truss has been checked for unbalanced loading conditions. 2} All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-0, UBC-97. 4) This truss has been designed with ANSI/TPf 1-1995 criteria. 5) Loadcase(s) 5, 6 has been modified. Building designer must review toads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber )ncrease=1.33, Plate )ncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=94.3, 3-4=55.3, 4-5=-111.3,5-6=-150.3,6-7=-28.0, 2-8=-20.0, 6-8=-20.0 •f Horz: 2-3=327.1, 3-4=480.0, 4-5=480.0,5-6=327.1 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2—28.0, 2-3=-150.3, 3-4—111.3, 4-5=55.3,5-6=94.3,6-7=-28.0, 2-8=-20.0, 6-8—20.0 Horz: 2-3—327.1, 3-4=-480.0, 4-5=-480.0. 5-6—327.1 Job E-1759 Truss BO1 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLENnXJM Universal Truss, Inc., Fontana, CA 92335 7-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612:2855 2005 Page 1 14-6-0 , 7-3-0 7-3-0 4x9 II 7-3-0 14-6-0 7-3-0 7-3-0 Plate Offsets (X.Y): [1:0-0-3.edge1. f5:0-0-3.edge] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.70 BC 0.69 WB 0.17 (Matrix) DEFL (in) (loc) t/defl Vert(LL) -0.08 1-6 >999 VertfTL) -0.13 1-6 >999 Horz(TL) 0.04 5 n/a IstLCLLMin t/defl = 360 PLATES GRIP M20 197/144 Weight: 58 ib BRACING TOP CHORD Sheathed or 4-2-4 on center purlin spacing. BOT CHORD Rigid ceiling directly appJied or 5-6-13 on center bracing. '.UMBER 'OP CHORD 2X4 DF-N No.1/No.2 SOT CHORD 2X4DF-NNo.1/No.2 WEBS 2 X 3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-1, Right 2X6 DF-N No.1/No.2 3-7-1 REACTIONS (Ib/size) 1=638/0-3-8, 5=638/0-3-8 Max Horz 1=-2900(load case 5) Max Uplift 1=-448(load case 5), 5=-448(load case 6) Max Grav 1=1144(load case 6), 5=1144(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-908,2-3=-799,3-4=-799,4-5=-908 BOT CHORD 1-6=738,5-6=738 WEBS 3-6=177 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSin~P) 1-1995 criteria. 5) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber Increased .33, Plate Increased.06 Uniform Loads (pif) Vert: 1-2=94.3, 2-3=55.3,3-4=-111.3,4-5=-150.3,1-6—20.0, 5-6—20.0 < Horz: 1-2=327.1, 2-3=480.0, 3-4=480.0, 4-5=327.1 6) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniform Loads (plf) Vert: 1-2=-150.3, 2-3=-111.3, 3-4=55.3, 4-5=94.3, 1-6=-20.0, 5-6=-20.0 Horz:1-2=-327.1,2-3=-480.0,3-4=-480.0,4-5=-327.1 Job E-1759 . Truss BO-2 Universal Truss, Inc., -2-1-0 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1228:56 2005 Page 1 7-3-0 | 14-6-0 | 16-7-0 , 2-1-0 7-3-0 4x4- 7-3-0 DRAG 200# PLF. 2-1-0 5.00 [72~ 4x911 7-3-0 14-6-0 7-3-0 7-3-0 Plate Offsets (X.Y1: f2:0-0-3,edo;el, (5:0-2-0.0-2-81. [8:0-0-3.edoel LOADING (psf) TCLL 20.0 TCDL 14.0 BCU 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI9S CSI TC 0.59 BC 0.65 WB 0.17 (Malrix) DEFL (in) (loc) l/dell Vert(LL) -0.07 2-10 >999 Vert(TL} -0.11 2-10 >999 Horz(TL) 0.04 8 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 78 Ib BRACING TOP CHORD Sheathed or 4-4-2 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 5-7-4 on center bracing. .UMBER OP CHORD 2X4DF-NNo.1/No.2 6OT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3SPFStud OTHERS 2 X 3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-1. Right 2X6 DF-N No.1/No.2 3-7-1 REACTIONS (Ib/size) 2=783/0-3-8,8=783/0-3-8 Max Horz 2=-2900(load case 5) Max Uplift2=-377(load case 5), 8=-377(load case 6) Max Grav2=1193(load case 6), 8=1193(load case 5) FORCES (lb) - Firsl Load Case Only TOP CHORD 1-2=19,2-3=-876, 3-4—784,4-5=-739, 5-6=-739,6-7=-784. 7-8=-876, 8-9=19 BOT CHORD 2-10=682,8-10=682 WEBS 5-10=166 NOTES 1} This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97 5) This truss has been designed with ANSI/TP11-1995 criteria. 6) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber Increases 1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2=-28.0. 2-3=84.2, 3-4=135.0,4-5=55.3,5-6—111.3,6-7—191,0, 7-8=-140.2, 8-9—28.0. 2-10=-20.0, 8-10—20.0 Horz: 2-3=356.4.3-4=245.5,4-5=480.0.5-6=480.0,6-7=245.5. 7-8=356.4 6) User defined: Lumber lncrease=1.33, Plate Increased.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=-140.2.3-4=-191.0, 4-5=-111.3, 5-6=55.3, 6-7=135.0, 7-8=84.2, 8-9=-28.0, 2-10=-20.0, 8-10=-20.0 Horz: 2-3=-356.4, 3-4=-245.5, 4-5=-480.0, 5-6=-480.0, 6-7=-245.5, 7-8=-356.4 Job E,1759 . Truss BP Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MJTek Industries, Inc. Tue Jul 26 12:28:57 2005 Page 1 l -2-1-0 | 7-4-8 I 14-9-0 , 16-10-0 , 2-1-0 7-4-8 7-4-8 2-1-0 4x4— 5.00 [TJ 4x9 1x411 4x911 7-4-8 14-9-0 7-4-8 7-4-8 Plate Offsets (X.Y>: [2:0-0-3.edqel. [4:0-2-0.0-2-81. [6:0-0-3.edqel LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANS195 CSI TC 0.69 BC 0.73 WB 0.17 (Matrix) DEFL (in) (l°c) l/defl Vert(LL) -0.09 2-8 >999 Vert(TL) -0.13 2-8 >999 HorzlTL) 0.04 6 n/a 1st LC LL Mm l/defl = 360 PLATES GRIP M20 197/144 Weight: 65 Ib BRACING TOP CHORD Sheathed or 4-0-12 on center purlin spacing. 8OT CHORD Rigid ceiling directly applied or 5-5-10 on center bracing. UMBER OP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-14, Right 2X6 DF-N No.1/No.2 3-7-14 REACTIONS (Ib/size) 2=794/0-3-8. 6=794/0-3-8 Max Horz2=-2950(k>ad case 5) Max Uplift2=-392(load case 5), 6=-392(load case 6) Max Grav2=1220(toad case 6), 6=1220(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19, 2-3=-899, 3-4=-755,4-5=-755, 5-6=-899, 6-7=19 BOT CHORD 2-8=697, 6-8=697 WEBS 4-8=166 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. 5) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2—28.0,2-3=93.5, 3-4=55.3,4-5=-111.3, 5-6—149.5.6-7—28.0. 2-8=-20.0,6-8—20.0 < Horz: 2-3=329.1, 3-4=480.0, 4-5=480.0, 5-6=329.1 6) User defined: Lumber lncrease=1.33, Plate lrtcrease=1.06 Uniform Loads (pit) Vert: 1-2=-28.0,2-3—149.5, 3-4—111.3, 4-5=55.3,5-6=93.5,6-7—28.0, 2-8—20.0,6-8—20.0 Horz: 2-3=-329.1,3-4—480.0, 4-5=-480.0, 5-6=-329.1 Job E-1759 • Truss BP1 Truss Type COMMON Qry 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:28:58 2005 Page 1 I 7-4-8 , 14-9-0 I 7-4-8 7-4-8 4x5= 5.00^2" 4x9 7-4-a 14-9-0 7-4-8 7-4-8 Pjate Offsets (X.Y): [1:0-0-3.edgel. [5:0-0-3,edge| LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Cod© UBC97/ANSI95 CSI TC 0.72 BC 0.70 WB 0.17 (Matrix) DEFL (in) (toe) Wdefl Vert(LL) -0.09 1-6 >999 Vert{TL) -0.13 1-6 >999 Horz(TL) 0.04 S n/a IstLCLL Mini/deft = 360 PLATES GRIP M20 197/144 Weight: 59 Ib BRACING TOP CHORD Sheathed or 4-1-9 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 5-6-2 on center bracing. ', UMBER OP CHORD 2X4DF-NNo.1/No.2 6OT CHORD 2X4 DF-N No.1/No.2 WEBS 2X3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-14, Right 2X6 DF-N No.1/No.2 3-7-14 REACTIONS (Ib/size) 1=649/0-3-8,5=649/0-3-8 Max Horz 1=-2950(load case 5) Max UpHft1=-452(load case 5), 5=-452(load case 6) Max Grav1=1160(load case 6), 5=1160(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-926, 2-3=-816. 3-4=-S16, 4-5=-926 BOT CHORD 1-6=753,5-6=753 WEBS 3-6=181 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. 5) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except; 5) User defined: Lumber Increased .33, Plate Increased .06 Uniform Loads (pit) Vert: 1-2=93.5, 2-3=55.3,3-4=-111.3, 4-5—149.5,1-6=-20.0,5-6=-20.0 ' Horz: 1-2=329.1,2-3=480.0,3-4=480.0, 4-5=329.1 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-149.5, 2-3=-111,3, 3-4=55.3, 4-5=93.5,1-6=-20.0,5-6—20.0 Horz: 1-2=-329.1, 2-3=-480.0,3-4=-480.0,4-5=-329.1 Job E-1759 , Truss BP2 Truss Type COMMON Universal Truss, Inc., Fontana, CA 92335 I 3-S-4 Qty 1 7-4-8 Ply 2 LA COSTA GLENn-OM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1228592005 Page 1 11-0-12 , 14-0-8 ,14-9-0, 3-8-4 3-8-4 3-8-4 4x4; 2-11-12 DRAG 1000* 0-8-8 6x9 =3x5 II 3-8-4 7-4-8 11-0-12 14-0-8 ,14-9-0, 3-8-4 3-8-4 3-8-4 2-11-12 0-8-8 Plate Offsets OC.Y>: f 1 :0-0-0.0-4-31. 13:0-1-12.0-1-81. [4:0-2-0.0-1-121. 18:0-2-8.0-1-81, [9:0-4-0.0-4-81 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.82 BC 0.57 WB 0.88 (Matrix) DEFL (in) (!oc) l/defl Vert(LL) -0.05 9-10 >999 Vert(TL) -0.11 9-10 >999 Horz(TL) 0.02 7 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 150 Ib BRACING TOP CHORD Sheathed or 3-9-9 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. .UMBER )OP CHORD 2 X 4 DF No.1 &Btr "Except' 4-6 2 X 4 DF-N No.1/No.2 BOT CHORD 2 X 6 DF S3 WEBS 2 X 4 SPF Sid 'Except' 6-72X4 DF-N No.1/No.2,6-82X4 DF-N No.1/No.2 SLIDER Left 2 X 6 DF-N No.1/No.2 1-9-7 REACTIONS (Ib/size) 1*4312/0-3-8, 7=4312/0-3-8 Max Horz 1=1390(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-6165,2-3=-6161,3-4=-4775, 4-5=-4794,5-6=-5198, 6-7=-3410 BOT CHORD 1-10=5474, 9-10=5474, 8-9=4729, 7-8=746 WEBS 3-10=1519, 3-9=-1208,4-9=3189,5-9=-354,5-8=263, 6-8=4173 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Naits as follows: Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. 6) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (ptf) Vert: 1-2=-68.0, 2-3=-68.0,3-4=-68.0,4-5=-68.0, 5-6=-68.0,1-10=-552.6,9-10—552.6, 8-9=-S52.6, 7-8=-552.6 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (ptf) Vert: 1-2=48.0, 2-3=13.7, 3-4=13.7, 4-5=-69.7,5-6=-69.7,1-10—310.5,9-10=-310.5, 8-9=-310.5, 7-8=-310.5 Horz: 1-2=131.6, 2-3=240.0, 3-4=240.0,4-5=240.0,5-6=240.0 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-104.D. 2-3—69.7,3-4=-69.7, 4-5=13.7,5-6=13.7,1-10=-310.5,9-10=-310.5,8-9=-310.5,7-8=-310.5 Horz: 1-2=-131.6, 2-3=-240.0,3-4=-240.0, 4-5=-240.0. S-6=-240.0 Job £-1759 , Truss BP-2 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLENrrOM Universal Truss, Inc., Fontana.CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. TueJul 26 1229:00 2005 Pagel I -2-1-0 | 7-4-8 I 14-9-0 , 16-10-0 2-1-0 7-4-8 7-4-8 2-1-0 DRAG 200# PLF. 5.00(12" 4x911 4x911 7-4-8 14-9-0 7-4-8 7-4-8 Plate Offsets (X.Y): f2:0-0-3.edqel [5:0-2-0.0-2-81. [8:0-0-3. edqel LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.61 BC 0.67 WB 0.17 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.07 2-10 >999 Vert(TL) -0.12 2-10 >999 Horz(TL) 0.04 8 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 79 Ib BRACING TOP CHORD Sheathed or 4-3-5 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 5-6-9 on center bracing. .UMBER OP CHORD 2X4DF-NNo.1/No.2 SOT CHORD 2X4DF-NNo.1/No.2 WEBS 2 X 3 SPF Stud OTHERS 2X3SPFStud SLIDER Left 2 X 6 DF-N No.1/No.2 3-7-14, Right 2X6 DF-N No.1/No.2 3-7-14 REACTIONS (Ib/size) 2=794/0-3-8, 8=794/0-3-8 Max Horz 2=-2950(load case 5) Max Uplift2—382 (load case 5), 8=-3820oad case 6) Max Grav2=1210(load case6), 8=1210(toad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19, 2-3=-896,3-4=-805,4-5—756, 5-6=-756,6-7=-805, 7-8=-896, 8-9=19 BOT CHORD 2-10=698,8-10=698 WEBS 5-10=169 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable studs spaced at 1-4-0 on center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11-1995 criteria. 6} Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate Increases 1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=84.2, 3-4=127.7,4-5=55.3,5-6—111.3, 6-7=-183.7; 7-8—140.2, 8-9—28.0, 2-10=-20.0, 8-10—20.0 Horz: 2-3=356.4, 3-4=256.9, 4-5=480.0, 5-6=480.0,6-7=256.9, 7-8=356.4 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—28.0. 2-3—140.2. 3-4—183.7.4-5=-111.3, 5-6=55.3.6-7=127.7, 7-8=84.2, 8-9=-28.0, 2-10=-20.0, 8-10=-20.0 Horz: 2-3=-356.4, 3-4=-256.9,4-5=-480.0,5-6=-480.0, 6-7=-256.9, 7-8=-356.4 Job 5-1759 , Truss BQ Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 . 5-4-11 4.0-32 s Feb 18 1999 MiTek Industries. Inc. Tue Jul 2612:29:01 2005 Page 1 8-4-12 11-4-13 16-9-8 18-10-8 2-1-0 5-4-11 3-0-1 3-0-1 5-4-11 2-1-0 5x9ll 8-4-12 16-9-8 8-4-12 8-4-12 Plate Offsets (X,Y): [2:0-0-3,edge]. {8:0-0-3.edge] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0,93 BC 0.79 WB 0.23 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.08 2-10 >999 VertfTL) -0.15 2-10 >999 Horz(TL) 0.05 8 n/a IstLCLL Mini/den = 360 PLATES GRIP M2Q 197/144 Weight: 73 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directty applied or 4-9-15 on center bracing. LUMBER OP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud SLIDER Left 2 X6 DF-N No.1/No.2 2-6-1 S, Right 2X6 DF-N No.1/No.2 2-6-15 REACTIONS (Ib/size) 2=884/0-3-8, 8=884/0-3-8 Max Horz2=-3358(load case 5) Max Uplift2=-450(load case 5), 8=-450(load case 6) Max Grav2=1375(load case 6), 8=1375(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19,2-3=-1094,3-4=-1004, 4-5=-848, 5-6=-S48,6-7—1004, 7-8=-1094, 8-9=19 BOT CHORD 2-10=880,8-10=880 WEBS 4-10=-159,5-10=373, 6-10=-159 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANS1/TP11-1995 criteria. 5) Load case(s)5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 2-10=-20.0,8-10=-20.0,1-2=-28.0, 2-3=110.7.3-4=55.3,4-5=55.3,5-6=-111.3,6-7=-111.3,7-8=-166.7, f 8-9—28.0 Horz: 2-3=288.4, 3-4=480.0, 4-5=480.0, 5-6=480.0.6-7=480.0, 7-8=288.4 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 2-10=-20.0,8-10=-20.0,1-2=-28.0, 2-3=-166.7.3-4=-111.3, 4-5—111.3, 5-6=55.3, 6-7=55.3. 7-8=110.7, 8-9=-28.0 Horz: 2-3=-288.4, 3-4=-480.0,4-5=-480.0, 5-6=-480.0,6-7=-480.0, 7-8=-288.4 Job E-1759 , Truss BQ1 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , 5-4-11 8-4-12 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:01 2005 Page 1 11-4-13 , 16-9-8 , 5-4-11 3-0-1 3-0-1 5-4-11 4x4 = 4x9 II 3x8 =4x9 II 8-4-12 16-9-8 8-4-12 8-4-12 Plate Offsets (X.Y): {1:0-Q-3.edge]. [7:0-0-3.edgel LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.89 BC 0.77 WB 0.24 (Matrix) DEFL (in) (loc) l/defi Vert(LL) -0,08 1-8 >999 Vert(TL) -0.16 1-8 >999 Horz(TL) 0.05 7 n/a 1stLCLLMint/defl = 360 PLATES GRIP M20 197/144 Weight: 67 Ib BRACING TOP CHORD Sheathed or 2-7-7 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 4-11-3 on center bracing. 'JJMBER 'OPCHORD 2X4DF-NNo.1/No.2 -dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud SLIDER Left 2 X 6 DF-N No.1/No.2 2-6-15, Right 2X6 DF-N No.1/No.2 2-6-15 REACTIONS (Ib/size) 1=739/0-3-8, 7=739/0-3-8 Max HOFZ 1=-3358(load case 5) Max Uplift! =-509(load case 5), 7=-509(load case 6) Max Grav1=1315(load case 6), 7=1315(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2—1148, 2-3=-1065, 3-4=-902.4-5=-902, 5-6=-1065,6-7—1148 BOT CHORD 1-8=943,7-8=943 WEBS 3-8=-193, 4-8=428, 5-8—193 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSIfi"PI1-1995 criteria. 5) Load case(s)5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (p!f) Vert: 1-8—20.0, 7-8—20.0,1-2=110.7,2-3=55.3, 3-4=55.3,4-5—111.3, 5-6—111.3, 6-7—166.7 / Horz: 1-2=288.4,2-3=480.0,3-4=480.0, 4-5=480.0,5-6=480.0, 6-7=288.4 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-8=-20.0, 7-8=-20.0,1-2-166.7,2-3=-111.3, 3-4=-111.3, 4-5=55.3,5-6=55.3, 6-7=110.7 Horz: 1-2=-288.4, 2-3=-480.0, 3-4=-480.0, 4-5=-480.0, 5-6=-480.0, 6-7=-288.4 Job E-1759 Truss BQ-2 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 , -2-1-0 i 5-4-11 8-4-12 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:02 2005 Page 1 11-4-13 , 16-9-8 , 18-10-8 , 2-1-0 5-4-11 3-0-1 3-0-1 5-4-11 DRAG 200# PLF. 2-1-0 5x911 8-4-12 16-9-8 8-4-12 8-4-12 Plate. Offsets (X.Y): t2:0-O-3.edge1. [8:0-0-3.edgel LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.93 BC 0.79 WB 0.23 (Matrix) DEFL (in) (loc) l/defl Verl(LL) -0.08 2-10 >999 Vert(TL) -0.15 2-10 >999 HorzfTL) 0.05 8 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 93 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 4-9-15 on center bracing. LUMBER 1OPCHORD 2X4DF-NNo.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 3 SPF Stud OTHERS 2X3SPFStud SLIDER Left 2 X 6 DF-N No.1/No.2 2-6-15, Right 2X6 DF-N No.1/No.2 2-6-15 REACTIONS (Ib/size) 2=884/0-3-8,8=884/0-3-8 Max Horz 2=-3358(load case 5) Max Uplift2=-450(load case 5), 8=-450(load case 6) Max Grav2=1375(load case 6), 8=1375(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=19, 2-3=-1094,3-4=-1004, 4-5=-848, 5-6=-848, 6-7=-1004, 7-8=-1094, 8-9=19 BOT CHORD 2-10=880,8-10=880 WEBS 4-10=-159,5-10=373,6-10=-159 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) Gable studs spaced at 1-4-0 on center, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSl/TPI1-1995 criteria. 6) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniform Loads (plf) Vert: 2-10=-20.0, 8-10=-20.0.1-2=-28.0,2-3=110.7,3-4=55.3, 4-5=55.3, 5-6—111.3, 6-7=-111.3, 7-8=-166.7, 8-9—28.0 Horz: 2-3=288.4,3-4=480.0,4-5=480.0,5-6=480.0, 6-7=480.0, 7-8=288.4 6) User defined: Lumber Increased .33, Plate lncrease=1.06 Uniform Loads (plf) Vert:2-10=-20.0,8-10=-20.0,1-2=-28.0, 2-3=-166.7,3-4=-111.3, 4-5—111.3, 5-6=55.3,6-7=55.3, 7-8=110.7, 8-9=-28.0 Horz: 2-3=-288.4, 3-4=-480.0, 4-5=-480.0, 5-6=-480.0, 6-7=-480.0, 7-8=-288.4 Job E-1759 Truss BY Truss Type MONO SCISSOR Qty 1 Ply 1 LA COSTA, GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -2-1-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26132-4:94 2005 Page 1 3-3-0 , 5-3-0 2-1-0 3-3-0 2-0-0 3-3-0 5-3-0 3-3-0 2-0-0 Plate Offsets (X.Y): {2:0-3-12.0-0-91 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.71 BC 0.34 WB 0.00 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.01 2-4 >999 Vert(TL.) 0.27 2-3 >139 Horz(TL) 0.00 4 n/a 1st LC LL Min l/defl = 360 PLATES GRIP M20 220/195 Weight: 12 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER OP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 REACTIONS Ob/size) 2=343/0-3-8,4=83/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=52, 2-3=-88 BOT CHORD 2-4=20 NOTES 1) All plates are M20 plates unless otherwise indicated. 2} This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-97. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSt/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss Truss Type MONO SCISSOR Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana. CA 92336 , -2-1-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26132457 2005 Page 1 3-3-0 i 5-3-0 , 2-1-0 3-3-0 2-0-0 3-3-0 5-3-0 3-3-0 2-0-0 Plate Offsets (X.Y): 120-0-4.0-1-81. [6:0-2-4.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.38 BC 0.55 WB 0.04 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.02 2-6 >999 Vert(TL) 0.06 3-4 >351 Hofz(TL) 0.01 5 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight:! 8 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. 'UMBER OP CHORD 2X4DF-NNo.1/No.2 dOTCHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std REACTIONS (Ib/size) 2=356/0-3-8,5=246/0-3-8 FORCES Ob) - First Load Case Only TOP CHORD 1-2=52, 2-3=123,3-4=-48 BOT CHORD 2-6=-96,5-6=-0 WEBS 3-6=-293 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss BY2 Truss Type MONO SCISSOR Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 3-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2613:25:00 2005 Page 1 7-3-0 , 11-3-0 2-1-0 3-3-0 4-0-0 4*0 3-3-0 7-3-0 11-3-0 3-3-0 4-0-0 4-0-0 Plate Offsets (X.Y): [2:0-0-4.0-1-81. [6:0-2-8.0-1-81. [7:0-2-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACINO 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.38 BC 0.30 WB 0.18 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.02 7 >999 Vert(TL) -0.04 6-7 >999 Horz(TL) 0.02 6 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 30 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. ' UMBER OP CHORD 2X4 DF-N No.1/No.2 130T CHORD 2X4 DF-N No.1/No.2 WEBS 2X4SPFStd REACTIONS (Ib/size) 2=481/0-3-8, 6=295/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=52.2-3=-785, 3-4=35,4-5=-? BOT CHORD 2-7=686,6-7=622 WEBS 4-6=-131, 3-7=201, 3-6=-633 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) Bearing at joinl(s) 2 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed with ANS1/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss BY3 Truss Type MONO SCISSOR Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, inc., Fontana, CA 92335 i -2-1-0 3-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 13:25:03 2005 Page 1 9-3-0 , 11-3-0 , 2-1-0 3-3-0 6-0-0 2-0-0 3-3-0 3-9-0 2-3-0 2-0-0 Plate Offsets.(X.Y);12:0-0-4,0-1-8], [9:0-2-0.0-2-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.38 BC 0.36 WB 0.18 (Matrix) DEFL (in) (loo) l/defl Vert(LL) -0.03 8-9 >999 Vert(TL) -0.07 8-9 >999 Horz(TL) 0.03 7 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 42 Ib BRACING TOP CHORD Sheathed or 5-7-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER OP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std REACTIONS Ob/size) 2=561/0-3-8, 7=390/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=52,2-3—1127.3-4=-363,4-5=-41, 5-6=-8,5-7=-45 BOT CHORD 2-9=1001,8-9=917,7-8=309 WEBS 4-8=221, 4-7=-465, 3-9=255, 3-8—619 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 . Truss BY4 Truss Type MONO SCISSOR Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 , -2-1-0 3-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2613:25:06 2005 Page 1 11-3-0 2-1-0 3-3-0 8-0-0 3-3-0 3-9-0 4-1-0 0-2-0 Plate Offsets (X.Y1: 12:0-0-4,0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.38 BC 0.47 WB 0.26 (Matrix) DEFL 0") (loc) l/defl Vert(LL) -0.05 8-9 >999 Vert(TL) -0.11 8-9 >999 Horz(TL) 0.04 7 n/a 1st LC LL Mtn l/defl = 360 PLATES GRIP M20 197/144 Weight: 50 Ib BRACING TOP CHORD Sheathed or 4-9-6 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER OP CHORD 2X4 DF-N No.1/No.2 -dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4SPFStd REACTIONS (Ib/size) 2=645/0-3-8, 7=481/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=52,2-3—1525,3-4=-661, 4-5=-76, 5-6=-8, 5-7—131 BOT CHORD 2-9=1371,8-9=1259,7-8=589 WEBS 4-8=241, 4-7=-654,3-9=339,3-8—681 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord th/e load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSl/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 , Truss BY5 Truss Type MONO SCISSOR Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 ,3-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1325:09 2005 Page 1 11-3-0 , 13-2-11 , 2-1-0 3-3-0 8-0-0 1-11-11 3-3-0 3-9-0 4-3-0 Plate Offsets (X.Y): [2:0-0-4,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.38 BC 0.43 WB 0.28 (Matrix) DEFL (in) doc) l/defl Vert(LL) -0.04 8-9 >999 Vert(TL) -0.10 8-9 >999 Horz{TL) 0.04 7 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 53 Ib BRACING TOP CHORD Sheathed or 4-10-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. - UMBER DP CHORD 2X4 DF-N No.1/No.2 JOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4SPFSid REACTIONS (Ib/size) 2=639/0-3-8, 7=625/0-3-8 FORCES Ob) - First Load Case Onry TOP CHORD 1-2=52,2-3=-1496,3-4=-635,4-5=62.5-6=-S5,5-7—294 BOT CHORD 2-9=1344,8-9=1236,7-8=564 WEBS 4-8=251, 4-7=-643, 3-9=329, 3-8=-683 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreht with any other live loads per Table No. 16-B, UBC-97. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job EM 759 , Truss BY6 Truss Type MONO SCISSOR Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 3-3-0 4.0-32 sFeb 18 1999 MiTek Industries, Inc. Tue Jul 2613:25:12 2005 Pagel 11-3-0 , 13-10-8 2-1-0 3-3-0 8-0-0 2-7-8 3-3-0 3-9-0 4-3-0 Plate Offsets fX.Y): [2:0-0-4.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress tncr YES Code UBC97/ANSI95 CSI TC 0.56 BC 0.45 WB 0.27 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.04 8-9 >999 VertfTL) 0.13 5-6 >260 Horz(TL) 0.04 7 n/a 1 si LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 54 Ib BRACING TOPCHORD Sheathed or 4-11-3 on center puriin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER OP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4SPFStd REACTIONS (ib/size) 2=629/0-3-8,7=680/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=52, 2-3—1452,3-4=-598,4-5=87,5-6=-72,5-7=-364 BOT CHORD 2-9=1303,8-9=1199,7-8=527 WEBS 4-8=256, 4-7=-621, 3-9=318, 3-8=-683 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) This truss has been designed with ANSl/TPl 1-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss BY7 Truss Type MONO SCISSOR Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 -2-1-0 4.0-32 s Feb 18 1999 MITek Industries, Inc. Tue Jul 2613:25:15 2005 Page 1 1-11-11 - 2-1-0 1-11-11 5-3- 3-3- 2x4' 1-11-11 5-3- 1-11-11 3-3- LOAD1NG (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANS195 CSI TC 0.39 BC 0.14 WB 0.00 (Matrix) DEFL (in) (l°c) Vert(LL) 0.00 4-5 Vert(TL) 0.08 1-2 Horz(TL) 0.00 1stLCLLMinl/defl = 36 >999 >333 n/a PLATES GRIP M20 197/144 Weight: 9 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 •OT CHORD 2X4 DF-N No.1/No.2 /EBS 2X4SPFStd REACTIONS (Ib/size) 5=333/0-3-8,4=-18/0-3-S Max Uplift4=-18(load case 1} Max Grav4=21(load case 2) FORCES (tb) - First Load Case Only TOP CHORD 1-2=60, 2-3=-48,2-5—280 BOT CHORD 4-5=0 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss BY8 Truss Type MONO SCISSOR Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 -2-1-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 261325:18 2005 Page 1 3-11-11 , 5-3-0 , 2-1-0 3-11-11 1-3-5 1.5x4||1x41 3-11-11 5-3-0 3-11-11 1-3-5 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.39 BC 0.10 WB 0.02 (Matrix) DEFL (in) (loc) l/detl Vert(LL) -0.01 5-6 >999 Vert(TL) 0.06 1-2 >426 HorzfTL) 0.00 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 17 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. LUMBER TOP CHORD 2X4DF-NNo.1/No.2 10TCHORD 2X4DF-NNo.1/No.2 JEBS 2X4 SPF Std REACTIONS (Ib/size) 6=360/0-3-8,5=126/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=60, 2-3=-61.3-4=-8,2-6=-313 BOT CHORD 5-6=0 WEBS 3-5=-102 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss BV9 Truss Type MONO SCISSOR Qly 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana.CA 92335 -2-1-0 4.0-32 s Feb 18 1999 MiTek Industries. Inc. Tue Jul 2613:2521 2005 Page 1 5-11-11 - 10-3-0 2-1-0 5-11-11 4-3-5 1.5x411 1x4 5-11-11 11-3-fl 5-11-11 5-3-5 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Irtcr YES Code UBC97/ANSI95 CSI TC 0.39 BC 0.28 WB 0.04 (Matrix) DEFL (in) (I°c) t/defl Vert(LL) -0.04 5-6 >999 Vert(TL) -0.08 5-6 >829 Horz(TL) 0.00 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 23 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 "pT CHORD 2X4 DF-N No.1/No.2 ;EBS 2x4 SPF std REACTIONS (Ib/size) 6=430/0-3-8,5=232/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=60, 2-3=45, 3-4=-8,2-6=-375 BOT CHORD 5-6=0 WEBS 3-5—176 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TPf 1-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss BZ Truss Type MONO TRUSS Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -3-0-0 , 3-4-13 7-3-14 4.0-32 s Feb 18 1999 MTTek Industries, Inc. Tue Jul 26 13:25:25 2005 Page 1 11-3-0 16-2-8 3-0-0 3-4-13 3-11-2 3-11-2 4-11-8 5x7 11 4x4 = 3-4-13 , 7-3-14I 1 3-4-13 3-11-2 11-3-0 16-2-81 | 1 3-11-2 4-11-8 Plate Offsets OC.Y1: [2:0-1-5.0-4-141 LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.00 TC 0.76 TCDL 14.0 Lumber Increase 1.2S BC 0.41 1 BCLL 0.0 Rep Stress Incr NO WB 0.22 BCDL 10.0 Code UBC97/ANSI95 (Matrix) 3EFL (in) (toe) l/defl PLATES GRIP /ert(LL) -0.01 10-11 >999 M20 197/144 /ert(TL) 0.16 1-2 >231 -1orz(TL) -0.01 8 n/a tst LC LL Min l/defl = 360 Weight: 69 Ib '.UMBER BRACING OP CHORD 2X4 DF-N No.1/No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. _(OT CHORD 2X6 DF-N No.1/No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF Std SLIDER Left 2 X 4 SPF Std 1-5-10 REACTIONS (Ib/size) 2=704/0-3-8,9=681/0-3-8,8=133/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-616, 3-4=-574, 4-S=-467, 5-«=-399, 6-7=55, 7-8=28, 7-9=-350 BOT CHORD 2-11=522, 10-11=522,9-10=416 WEBS 4-11=-81, 6-10=169, 4-10=-114, 6-9=-529 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP1 1-1995 criteria. LOAD CASE(S) Standard < Job £-1759 , Truss MA Truss Type MONO CAL HIP Universal Truss, Inc., Font ana, CA 92335 7-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:04 2005 Page 1 27-2-8 , 7-6-0 19-8-8 5x6 4x6—3x6— 7-6-0 14-4-0 21-6-0 26-7-8 _27-2 7-6-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y1: 11 :0-3-0.0-1-12l. [3:0-3-0,0-3-01. 15:0-2-4,0-1-81 16:0-3-0,0-2-121, [8:0-2-4.0-1-81, 19:0-4-0,0-1-81. [1Q;0-2-8.edael. 112:0-3-0,0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Iricr YES Code UBC97/ANSI95 CSl TC 0.91 BC 1.00 WB 0.80 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.66 7 >490 Vert(TL) -1.33 7 >243 Horz(TL) -0.03 13 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 128 Ib BRACING TOP CHORD Sheathed or 2-0-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 7-8. WEBS 2 Rows at 1/3 pts 3-12 IMBER ISP CHORD 2X4 DF-N No.1/No.2 aOT CHORD 2X4 DF-N No.1/No.2 "Except* 7-102X4DFNo.l8.Btr WEBS 2 X 4 SPF Sid "Except* 6-13 2X4 DF-N No.1/No.2,6-82X4 DF-N No.1/No.2 1-122X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=1181/0-3-8,12=1169/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-148, 3-4=-3294,4-5=-3300, 5-6=-1951, 6-13=-1181,1-12=-305 BOT CHORD 11-12=2908,10-11=2933, 9-10=2933, 8-9=1939,7-8=0 WEBS 1-3=-201,3-11=127,2-3=-180,3-9=366,4-9=-539,5-9=1445,5-8=-879,6-8=2224,3-12=-2786 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4} Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed Q.SOOin. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSITPI 1-1995 criteria. LOAD CASE(S) Standard Job .E-1759 Truss MA1 Ttuss Type MONO CAL HIP Qty 1 Ply (LA COSTA. GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , 7-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612:29:05 2005 Page 1 27-2-8 7-6-0 19-8-8 3x9=3x5= 7-6-0 14-4-0 21-6-0 26-7-8 27-2V 7-6-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [1:0-2-0.0-2-01.13:0-2-4.0-3-41. [6:0-2-8.0-2-121. [8:0-1-12.0-1-81. [9:0-2^4.0-1-81. [12:0-2-0.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.87 BC 0.77 WB 1.00 (Matrix) DEFL (in) (l°c) Vert(LL) -0.60 7 VerHTL) -1.20 7 Horz(TL) -0.04 13 1stLCLLMinl/defl = 36 >397 >197 n/a PLATES GRIP M20 197/144 Weight: 128 Ib BRACING TOP CHORD Sheathed or 3-5-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-0 on center bracing. WEBS iRowatmidpt 3-12 'UMBER OP CHORD 2X4 DF-N No.VNo.2 dOT CHORD 2X4 DF-N No.1/No.2 'Except* 7-102X4 DF-N 2400F2.0E WEBS 2X4 SPF Std 'Except' 3-92X4 DF-N No.1/No.2,1-12 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=810/0-3-8,12=163/10-0-0,11=1377/10-0-0 Max Horz 12—1616(load case 5), 11=2069 (load case 6) Max Uplift 12=-696(load case 5) Max Grav 12=8620oad case 6), 11=1377 (toad case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=51,3-4=-1414, 4-5=-1421,5-14=-1251,6-14=-1232,6-13=-810,1-12=-290 BOT CHORD 11-12=0,10-11=-408, 9-10=-408,8-9=1239, 7-8=0 WEBS 1-3—176,3-11=-1216,2-3=-195,3-9=1900,4-9=-543, 5-9=179. 5-8=-485,6-8=1421, 3-12=696 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPJ1-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber Increased.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2=22.0, 3-4=-21.9, 4-5—21.9,5-14—21.9,6-14=-28.0,11-12—20.0,10-11=-20.0,9-10=-20.0. 8-9=-20.0, 7-8—20.0 Horz: 1-2=288.0.3-4=2360.6, 4-5=2360.6,5-14=2360.6 6) User defined: Lumber Increased .33, Plate lricrease=1.06 Uniform Loads (plf) Vert: 1-2=-78.0, 3-4—34.1, 4-5—34.1, 5-14—34.1. 6-14=-28-0,11-12—20.0,10-11=-20.0, 9-10=-20.0, 8-9=-20.0, 7-8=-20.0 Horz: 1-2=-288.0. 3-4=-2360.6, 4-5=-2360.6, 5-14=-2360.6 Job E-1759 . Truss MA1-2 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 7-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1229:06 2005 Page 1 11-6-0 , 27-2-8 7-6-0 4-0-0 15-8-8 5.00 [12~ 5x6= 5x5 4x5= 7-6-0 14-4-0 21-6-0 26-7-8 27-; 7-6-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [1:0-2-4.0-2-01. [2:0-3-0,0-1-121, [3:0-3-0. 0-3-0], [7:0-2-4.0-1-8], [8:0-3-0.0-2-121. [10:0-2-4.0-1-81, [11:0-4-4.0-1-81, [12:0-2-8.edoel. 114:0-2-8.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0,0 BCDL 10.0 SPACING 2-0-0 Plates increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.81 BC 1.00 W8 0.81 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.66 9 >491 Vert(TL) -1.33 9 >243 Horz(TL) -0.03 15 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 142 Ib UMBER OP CHORD 2X4DF-NNo.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 *Except" 9-122X4 DFNo.14.Btr WEBS 2 X 4 SPF Std 'Except' 8-15 2X4 DF-N No.1/No.2, 8-102X4 DF-N No.1/No.2 1-142X4DF-NNo.1/No.2 REACTIONS (Ib/stze) 15=1184/0-3-8,14=1176/0-3-8 BRACING TOP CHORD Sheathed or 2-6-13 on center purlin spacing, except end verticals. Except: 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 9-10, WEBS 2 Rows at 1/3 pts 3-14 FORCES (Ib) - First Load Case Only TOP CHORD 1-2—263,3-4—3176,4-6=-3298,6-7=-3317,7-8—1955,8-15=-1184,1-14=-318, 2-5=-0 BOT CHORD 13-14=2854,12-13=2877,11-12=2877,10-11=1943, 9-10=0 WEBS 1-3=-39, 3-13=130,2-3=-273.3-11=442,6-11=-568, 7-11=1459, 7-10=-881,8-10=2228,3-14=-2772, 4-5=-65,2-4=-168 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 6) Bearing at joint(s) 15 considers parallel to grain value using ANS1/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TPt 1-1995 criteria. LOAD CASE(S) Standard Job E-1759, Truss MA2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc.. Fcmtana, CA 92335 4.0-32 a Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:07 2005 Page 1 7-6-0 , 27-2-8 7-6-0 19-8-8 5x6 4x6= 7-6-0 14-4-0 21-6-0 26-7-8 7-6-0 6-10-0 7-2-0 0-7-0 Plate Offsets (X,Y): f 1:0-3-0.0-1-121. [3:0-3-0,0-3-01, f5:0-2-4,0-1-8l, [6:0-3-0,0-2-121, 18:0-2-4,0-1-8?. [9:0-4-0.0-1-81. [10:0-2-8.edoel. [12:0-3-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANS195 CSI TC 0.91 BC 1.00 VVB 0.80 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.66 7 >490 VertfTL) -1.33 7 >243 Horz(TL) -0.03 13 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 128 Ib BRACING TOP CHORD Sheathed or 2-0-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 7-8. WEBS 2 Rows at 1/3 pts 3-12 • UMBER DP CHORD 2X4 DF-N No.1/No.2 ^OT CHORD 2X4 DF-N No.1/No.2 'Except* 7-102X4 DFNo.1&Btr WEBS 2X4 SPF Std "Except* 6-13 2X4 DF-N No.1/No.2, 6-82X4 DF-N No.1/No.2 1-12 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=1181/0-3-8,12=1169/0-3-8 FORCES (lt>) - First Load Case Only TOP CHORD 1-2=-148, 3-4=-3294, 4-5=-3300, 5-6—1951, 6-13—1181, 1-12=-305 BOT CHORD 11-12=2908,10-11=2933, 9-10=2933, 8-9=1939, 7-8=0 WEBS 1-3=-201,3-11=127, 2-3=-180, 3-9=366,4-9=-539,5-9=1445.5-8=-879,6-8=2224,3-12=-2786 NOTES 1) This truss has been checked for unbalanced loading conditions. 2} All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord iive load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at }oint{s) 13 considers parallel to grain value using ANSl/TPl 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss MA2-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana.CA 92335 4.0-32 s Feb 18 1999MiTek Industries, Inc. Tue Jul 26 12:29:08 2005 Pagel , 7-6-0 , 11-6-0 , 27-2-8 , 7-6-0 4-0-0 15-8-8 5x5 4x5= 7-6-0 14-4-0 21-6-0 26-7-8 7-6-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): h :0-2-4.0-2-01. [2:0-3-0.0-1-121. 13:0-3-0,0-3-01. [7:0-2-4.0-1-81, [8:0-3-0.0-2-121. (10:0-2-4.0-1-81. [11:0-4-4.0-1-81. [12:0-2-8.edael. [14:0-2-8.0-2-41 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.81 BC 1.00 WB O.S1 (Matrix) DEFL (in) (l°c) 1/defl Vert(LL) -0.66 9 >491 Vert(TL) -1.33 9 >243 HorzOTL) -0.03 15 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 142 Ib • UMBER 3P CHORD 2X4DF-NNo.1/No.2 JOT CHORD 2X4 DF-N No.1/No.2 'Except" 9-122X4DFNo.1&Btr WEBS 2 X 4 SPF Std 'Except* 8-15 2X4 DF-N No.1/No.2, 8-10 2X4 DF-N No.1/No.2 1-142X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1184/0-3-8,14=1176/0-3-8 BRACING TOP CHORD Sheathed or 2-6-13 on center purlin spacing, except end verticals. Except: 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 9-10. WEBS 2 Rows at 1/3 pts 3-14 FORCES (Ib) - First Load Case OnJy TOP CHORD 1-2=-263,3-4=-3176, 4-6=-3298, 6-7=-3317, 7-8=-1955, 8-15=-1184,1-14=-318, 2-5=-0 BOT CHORD 13-14=2854,12-13=2877,11-12=2877,10-11=1943. 9-10=0 WEBS 1-3=-39.3-13=130, 2-3=-273, 3-11=442, 6-11=-568, 7-11=1459, 7-10-881, 8-10=2228,3-14=-2772,4-5=-65, 2-4=-168 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed Q.SOOin. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSi/TPf 1-1995 criteria. LOAD CASE(S) Standard Job E-1759. Truss MA3 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jtil 26 12:29:09 2005 Page 1 31-2-8 , 2-1-0 11-6-0 19-8-8 5.00 CT2~ 4-1-12 11-6-0 18-4-0 25-6-0I 4-1-12 7-4-4 6-10-0 7-2-0 30-7-8 31-2r8I | j 5-1-8 0-7-0 Plate Offsels OC.Y1: [5:0-5-0.0-3-01. f 7:0-2-8. 0-1 -81. [8:0-3-0.0-2-12?. [10:0-1-12.0-2-0). [11:0-3-8,0-1-81. (14:0-4-0,0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) l/defl TCLL 20.0 Plates Increase 1.00 TC 0.77 Vert(LL) -0.60 9 >620 TCDL 14.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -1.21 9 >306 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) -0.04 16 n/a BCDL. 10.0 Code UBC97/ANSI95 (Matrix) 1st LC LLMin l/defl = 360 'UMBER BRACING PLATES GRIP M20 197/144 M16 176/121 Weight: 149 Ib OP CHORD 2X4 DF-N No.1/No.2 "Except* TOP CHORD Shealhed or 2-4-4 on center purlin spacing, except end verticals. 5-8 2X4 DFNo,14Btr BOTCHORD Rigid ceiling directly applied or 6-0-0 on center bracing. BOT CHORD 2 X 4 DF No.1&Btr "Except* WEBS 1 Row at midpt 9-12 2X4 DF-N 2400F 2.0E 2 Rows at 1/3 pts WEBS 2X4 SPF Std "Except* 8-16 2 X4 DF-N No.1/No.2, 7-11 2 X4 DF-N No,1/No.2 8-10 2X4 DF-N No.1/No.2, 2-15 2X6 DF-N No.1/No.2 2-14 2X4 DF-N No.1/No.2 REACTIONS (to/size) 16=1347/0-3-8, 15=1509/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-2241, 3-4=-152. 5-6=-4126, 6-7=-4132, 7-8*-2256, 8-16=-1347, 2-15=-1464 BOT CHORD 14-15=-100, 13-14*4404, 12-13=4439, 11-12=4439, 10-11=2244, 9-10=0 3-5 5-14 WEBS 3-14=401, 3-5=-2010, 5-13=143, 4-5=-187, 5-11*-340, 6-11—541, 7-11=2011, 7-10=-1049. 8-10=2574, 2-14=2182, 5-14=-2454 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint (s) 16 considers parallel to grain value using ANSI/TP1 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP1 1-1995 criteria. LOADCASE(S) Standard . ' Job E-1759 . Truss MA3-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontarta, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jwl 26 12:29:10 2005 Page 1 , 11-6-0 , 31-2-8 , 11-6-0 19-8-8 DRAG 300# PLF. 5.00 pJ2~ 5x6= 167, 4x7 14 2x6ll 13 4x12— 12 1x4|| 11 3x4- 10 4x14- 9 4x5= 8 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.YV. 11:0-3-4,0-2-41. 14:0-4-0.0-3-01. 16.0-2-4 .0-2-01. [7:0-2-8.0-2-121. 19:0-2-0.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 C8I TC 0.88 BC 0.40 WB 0.97 (Matrix) DEFL (in) floe) l/def) Vert(LL) -0.04 12-13 >999 Vert(TL) -0.0912-13 >987 Horz(TL) 0.03 15 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 143 Ib UMBER DP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except' 1-14 2X6 DF-N No.1/No.2,1-13 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-2*4 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 4-10, 6-10, 7-9, 4-13 REACTIONS {Ib/size) 15=174/0-3-8, 14=83/30-7-8, 11=26/30-7-8, 13=629/30-7-8,12=492/30-7-8, 10=693/30-7-8, 9=564/30-7-8, 8=35/30-7-8 Max Horz 14=-246(load case 5), 13=4034(load case 6), 12=26(load case 6), 10=-3329{load case 5), 9=-1514(load case 5) Max Uplift! 5=-698(]oact case 6), 14—16270oad case 5) Max Grav 15=842(load case 5), 14=1720(toad case 6), 11=51(load case 2), 13=629(toad case 1), 12=492(load case 1), 10=693(load case 1), 9=564(load case 4), 8=70(load case 2) FORCES (tb) - First Load Case Only TOP CHORD 1-2=60,2-3=48,4-5=20,5-6=17.6-16=-26,7-16=-7,7-15=-174,1-14=-61 BOT CHORD 13-14=0, 12-13=0.11-12=0,10-11=0. 9-10=0, 8-9=0 WEBS 2-13—512, 2-4=-16, 4-12=-357.3-4—195, 4-10=-60, 5-1Q=-545, 6-10=-23,6-9=-431, 7-9=17,1-13=67,4-13—2 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads per Table No. 16-B. UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=97.0, 2-3=97.0,4-5=-12.7, 5-6—12.7, 6-16=-12,7, 7-16=-28.0,13-14=-20.0,12-13=-20.0,11-12=-20.0, 10-11 =-20.0, 9-10=-20.0,8-9=-20.0 Horz: 1-2=720.0,2-3=720.0,4-5=5901.6,5-6=5901.6, 6-16=5901.6 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—153.0, 2-3—153.0,4-5—43.2, 5-6=-43.2,6-16=-43.2, 7-16=-28.0,13-14—20.0,12-13—20.0,11-12=-20.0, 10-11—20.0, 9-10—20.0, 8-9=-20.0 Horz: 1-2—720.0, 2-3=-720.0,4-5=-5901.6, 5-6=-5901.6, 6-16=-5901.6 Job E-1759 Truss MA4 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 i 11-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:11 2005 Page 1 31-2-8 11-6-0 19-8-8 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [4:0-4-8.0-3-0}, [6:0^2-8,0-1-81. 17*13-0.0-2-121. [9:0-1-12,0-2-01. [10:0-3-8.0-1-81. M 3:0-4-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.78 BC 0.74 WB 0.92 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.60 8 >620 VertfTL) -1.21 8 >306 Horz(TL) -0.04 15 n/a IstLCLLMin l/defl = 360 PLATES M20 M16 GRIP 197/144 176/121 Weight: 146 Ib BRACING TOP CHORD Sheathed or 2-4-2 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. WEBS 1 Row at midpt 2-4 2 Rows at 1/3 pts 4-13 '.UMBER OP CHORD 2X4 DF-N No.1/No.2 'Except" 4-72X4 DFNo.1&Btr BOT CHORD 2X4DFNo.1&Btr*Excepf 8-11 2X4 DF-N 2400F2.0E WEBS 2 X 4 SPF Std 'Except* 7-15 2X4 DF-N No.1/No.2.6-10 2X4 DF-N No.1/No.2 7-92X4 DF-N No.1/No.2,1-14 2X6 DF-N No.1/No.2 1-13 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1353/0-3-8.14=1342/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2318, 2-3=-153,4-5=-4158, 5-6=-4164,6-7=-2268, 7-15=-1353,1-14=-1299 BOT CHORD 13-14=130,12-13=4460,11-12=4495.10-11=4495, 9-10=2256. 8-9=0 WEBS 2-13=428, 2-4—2083,4-12=143, 3-4—186,4-10=-366, 5-10—541, 6-10=2032,6-9=-1056, 7-9=2587.1-13=2022, 4-13=-2436 NOTES 1) This truss has been checked for unbalanced loading conditions. 2} All plates are M2Q plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live toads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job 'E-1759 ' Truss MAS Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 , 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:12 2005 Page 1 31-2-8 , 2-1-0 11-6-0 19-8-8 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [5:0-5-0.0-3-01. 17:0-2-8.0-1-81, [8:0-3-0,0-2-121, [10:0-1-12.0-2-01. [11:0-3-8.0-1-81. M4:(W-0. 0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.77 BC 0.74 WB 0.88 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.60 9 >620 VertfTL) -1.21 9 >306 Horz(TL) -0.04 16 n/a 1stLCLLMinl/defI = 360 PLATES GRIP M20 197/144 M16 176/121 Weight: 149 Ib BRACING TOP CHORD Sheathed or 2-4-4 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. 1 Row at midpt 3-5 2 Rows at 1/3 pts 5-14 WEBS " UMBER DP CHORD 2X4 DF-N No.1/No.2 "Except" 5-82X4DFNo.1&Btr BOT CHORD 2X4DFNo.1&Btr "Except" 9-12 2X4 DF-N 2400F 2.0E WEBS 2X4 SPF Std "Except" 8-16 2X4 DF-N No.1/No.2, 7-112X4 DF-N No.1/No.2 8-10 2X4 DF-N No.1/No.2, 2-15 2X6 DF-N No.1/No.2 2-14 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 16=1347/0-3-8,15=1509/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-2241, 3-4=-152, 5-&M126,6-7=-4132, 7-8=-2256, 8-16=-1347, 2-15=-1464 BOT CHORD 14-15=-100,13-14=4404,12-13=4439,11-12=4439,10-11=2244,9-10=0 WEBS 3-14=401, 3-5=-2010, 5-13=143,4-5=-187,5-11=-340, 6-11—541, 7-11=2011, 7-10=-1049,8-10=2574,2-14=2182,5-14=-2454 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) AM plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SQOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSl/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 ' Truss MA5-2 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 , 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:13 2005 Page 1 31-2-8 2-1-0 11-6-0 5.00 19-8-8 DRAG 200# PLF. o.ei [12" 5x5= 4-1-12 11-6-0 18-4-0 25-6-0 30-7-S 31-2 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X,Y): f2:0-3-12,0-1-8], [5:0-2-0.0-3-01, [7:0-2-0.0-1-81. [8:0-2-8.0-2-121. [10:0-1-12.0-1-81. [14:0-4-0.0-1-121 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.88 BC 0.40 WB 0.93 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.0413-14 >999 Vert(TL) -0.09 13-14 >986 Horz(TL) 0.02 16 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 145 Ib "UMBER OP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except" 2-15 2X6 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 4-1-4 on center purlin spacing, except end verticals, BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS IRowatmidpt 5-11,7-11,5-14 REACTIONS (Ib/size) 16=172/0-3-8,15=259/30-7-8,12=25/30-7-8,14=621/30-7-8,13=491/30-7-8,11=688/30-7-8,10=564/30-7-8, 9=35/30-7-8 Max Horz 15=-305(toad case 5), 14=2692(load case 6), 13=24(load case 1), 11=-2257(load case 5), 10=-1016(load case 5) Max Uplift 16=-446(!oad case 6), 15=-948(load case 5) Max Grav16=588(load case 5), 15=1186(load case 6), 12=51(load case 2), 14=621 (load case 1), 13=491 (load case 1), 11=688(load case 1), 10=564(load case 1),9=70(loadcase2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=121,3-4=48,5-6=32,6-7=29, 7-17—21, 8-17=-2,8-16=-172,2-15—236 BOT CHORD 14-15=0,13-14=0,12-13=0,11-12=0,10-11=0,9-10=0 WEBS 3-14=-533, 3-5=42, 5-13=-357,4-5=-195, 5-11=-34, 6-11=-545, 7-11=-30, 7-10=-429, 8-10=12,2-14=251, 5-14=-25 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review foads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=55.3, 3-4=55.3, 5-6=-17.8, 6-7—17.8, 7-17—17.8, 8-17—28.0, 14-15—20.0, 13-14=-20.0, 12-13—20.0,11-12—20.0,10-11—20.0, 9-10=-20.0 Horz: 2-3=480.0,3-4=480.0,5-6=3934.4, 6-7=3934.4, 7-17=3934.4 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert:1-2=-28.0,2-3=-111.3,3-4=-111.3,5-6=-38.2,6-7=-38.2,7-17=-38.2,a-17=-28.0,14-15=-20.0,13-14=-20.0, 12-13=-20.0, 11-12=-20.0, 10-11=-20.0,9-10=-20.0 Horz: 2-3=-480.0. 3-4=-480.0, 5-6—3934.4. 6-7=-3934.4, 7-17=-3934.4 Job .551759 Truss MA6 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana.CA 92335 . -2-1-0 4.0*32 s Feb 1B 1999 MiTek Industries, Inc. Wed Sep 21 12:34:20 2005 Page 1 11-0-0 1.5x4 3X4— 4-1-12 11-0-0 4-1-12 6-10-4 Plate Offsets (X.Y): {2:0-1-12,0-1-81. [4:0-1-4,0-2-01. [6:0-1-12.0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.79 BC 0.35 WB 0.54 (Matrix) DEFL (in) (loc) Vdefl Vert(LL) -0.05 6-7 >999 Vert(TL) -0.09 6-7 >999 Horz(TL) 0.00 6 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 55 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purtin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except* 2-82X6 DF-N No.1/No.2 REACTIONS (Ib/size) 6=495/0-3-8, 8=645/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3—628,3-4=-142,4-5—17, 4-6—246, 2-8=-603 BOT CHORD 7-8—120,6-7=547 WEBS 3-7—25, 3-6—528, 2-7=677 NOTES 1) Ail plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss MB Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 11-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1229:14 2005 Page 1 26-11-8 , 11-3-0 15-8-8 3x6 0-3-0 3-10-12 7-4-4 6-10-0 7-2-0 1-1-8 0-7-0 Plate Offsets (X.Y): [1:0-2-8.0-1-8], [4:Q-2-8.edgel,{6:0-2-0,0-1-81.1?jO-2-8,0-2-12],t9:Q-2-0,0-1-12L [10:0-3^.0-2-0]. [13:0-4-0.0-2-8] LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.79 BC 0.92 WB 0.94 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.1810-12 >999 Vert(TL} -0.41 10-12 >773 Horz(TL) -0.02 15 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 129 Ib 'UMBER DP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std "Except' 6-10 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1166/0-3-8,14=1162/0-3-8 BRACING TOP CHORD Sheathed or 2-7-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. WEBS 1 Row at midpt 2-4,4-13 FORCES (Ib) - First Load Case Only TOP CHORD 1-2—1922, 2-3—145.4-5—2688.5-6=-2694.6-7—598, 7-15—1166.1-14=-1125 BOT CHORD 13-14=94,12-13=3204.11-12=3225,10-11=3225,9-10=592,8-9=0 WEBS 2-13=225, 2-4—1726, 4-12=134,3-4—189,4-10—578, 5-10—543, 6-10=2265,6-9=-1099, 7-9=1324,1-13=1699,4-13—1518 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing atjoint(s) 15 considers parallel to grain value using AN51/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6} This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 ' Truss MB1 Truss Type MONO GAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:14 2005 Page 1 , -2-1-0 11-6-0 I 27-2-8 2-1-0 11-6-0 15-8-8 2x4 4-1-12 11-6-0 18-4-0 25-6-0 4-1-12 7-4-4 6-10-0 7-2-0 1-1-8 0-7-0 Plate Offsets (X.Y): [2:0-1-12.0-1-81. [5:0-2-8,edqel. [7:0-2-0.0-1-81, [8:0-2-8,0-2-121, [10:0-2-0.0-1-121. [11:0-3-0,0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL. 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.79 BC 0.92 WB 0.76 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.18 11-13 >999 VertfTL) -0.4211-13 >773 Hoi2(TL) -0.02 16 n/a 1st LC LL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 134 Ib BRACING TOP CHORD Sheathed or 2-6-15 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 3-5, 5-14 .UMBER OP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std "Except* 7-11 2X4 DF-N No.l/No.2,2-15 2X6 DF-N No.1/No.2 2-14 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 16=1166/0-3-8,15=1338/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-1928, 3-4=-145.5-6=-2688, 6-7=-2694, 7-8=-598,8-16=-1166, 2-15=-1296 BOT CHORD 14-15=-126,13-14=3205,12-13=3225,11-12=3225,10-11=592,9-10=0 WEBS 3-14=228.3-5—1727,5-13=134,4-5=-190,5-11—579,6-11—543, 7-11=2266, 7-10=-1099, 8-10=1323,2-14=1914, 5-14=-1518 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SQOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 ' Truss MB2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 9233S , 11-6-0 4.0-32 sFeb 18 1999 MiTek Industries, Inc. TueJul 26 12:29:162005 Pagel 27-2-8 , 11-6-0 15-8-8 5.00 4-1-12 7-4-4 6-10-0 7-2-0 0-7-0 Plate Offsets (X.Y): 11:0-3-4.0-1-81. [4:0-3-0,0-3-81. [6:0-2-0.0-1-8]. [7:0-2-8.0-2-121, [9:0-2-0.0-1-121. f10:0-3-0.0-2-0], 113:0-4-0,0-2-8] LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2*0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.80 BC 0.92 WB 0.94 (Matrix) DEFL On) foe) l/defl Vert(LL) -0.19 10-12 >999 Vert(TL) -0.42 10-12 >763 HorzfTL) -0.02 15 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 130 Ib '.UMBER OP CHORD 2X4 DF-N No.1/No.2 SOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std "Except' 6-10 2X4 DF-N No.1/No.2,1-14 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1173/0-3-8,14=1169/0-3-8 BRACING TOPCHORD Sheathed or 2-6-13 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. WEBS 1 Row at midpt 2-4,4-13 FORCES (Ib) - First Load Case Only TOPCHORD 1-2—2001, 2-3=-145,4-5=-2710,5-6=-2717,6-7=-600, 7-15=-1173.1-14=-1124 BOT CHORD 13-14=149,12-13=3252.11-12=3273.10-11=3273,9-10=595, 8-9=0 WEBS 2-13=255, 2-4=-1794,4-12=135, 3-4=-190,4-10=-605.5-10=-543, 6-10=2287. 6-9=-1104, 7-9=1330,1-13=1704, 4-13=-1497 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSITTP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss MB-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -3-0 11-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 261229:17 2005 Page 1 26-11-8 , ,-3-0 11-3-0 15-8-8 3x6= 5x5= 6 16 7_ 4x6 3x4 3-10-12 11-3-0 18-1-0 25-3-0 0-3-0 3-10-12 7-4-4 6-10-0 7-2-0 1-1-8 0-7-0 Plate Offsets (X.Y): [1:0-3-0.0-1-81. f4:0-2-8.edgel. [6:0-2-0.0-1-81. [7:0-2-8.0-2-121. {9:0-2-0.0-1-121. [10:0-3-0.0-2-01. [13:0-2-8.0-1-81 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.90 BC 0.97 WB 0.76 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.1710-12 >999 Vert(TL) -0.3910-12 >810 Horz(TL) -0.07 15 n/a 1st LCLLMin l/defl = 330 PLATES GRIP M20 197/144 Weight: 130 Ib BRACING TOP CHORD Sheathed or 2-2-7 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-9-3 on center bracing. WEBS IRowatmidpt 2-4,4-10 2 Rows at 1/3 pis 4-13 'UMBER DP CHORD 2X4 DF-N No.1/No.2 dOT CHORD 2 X 4 DF No.UBlr "Except* 8-11 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std 'Except* 6-10 2X4 DF-N No.1/No.2,1-14 2X4 DF-N No.1/No.2 1-13 2X4 DF-N No.1/No.2 REACTIONS (tb/size) 15=1166/0-3-8,14=1162/0-3-8 Max Horz 14=-4695(load case 5) Max Uplift 14=-564{load case 5) Max Grav 14=1833(load case 6) PORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1914,2-3=-144,4-5=-2689,5-6=-2695,6-16=-600,7-16=-596, 7-15=-1166,1-14=-1128 BOT CHORD 13-14=66,12-13=3205,11-12=3224.10-11=3224, 9-10=594,8-9=0 WEBS 2-13=221, 2-4=-1730,4-12=133, 3-4=-189, 4-10=-577,5-10=-543,6-10=2264,6-9=-1102, 7-9=1328,1-13=1730, 4-13=-1516 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSt/TP11-1995 criteria. 7) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease-1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=47.0, 2-3=47.0, 4-5—18.8,5-6=-18.8,6-16=-18.8, 7-16—28.0,13-14—20.0,12-13—20.0,11-12=-20.0, 10-11—20.0, 9-10—20.0, 8-9=-20.0 Horz: 1-2=432.0.2-3=432.0, 4-5=3540.9, 5-6=3540.9, 6-16=3540.9 6) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniform Loads (plf) Vert: 1-2—103.0, 2-3=-103.0,4-5—37.1.5-6=-37.1,6-16=-37.1, 7-16—28.0,13-14=-20.0.12-13=-20.0,11-12=-20.0, 10-11—20.0. 9-10=-20.0, 8-9=-20.0 Horz: 1-2=-432.0, 2-3=-432.0, 4-5—3540.9, 5-6=-3540.9, 6-16=-3540.9 Job €-1759 ' Truss MC Truss Type MONO CAL HIP Universal Truss, Inc., Font ana, CA 92335 I -2-6-0 - 11-6-0 Qly 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries. Inc. Mon Sep 12 12:46:49 2005 Page 1 27-10-8 2-6-0 11-6-0 16-4-8 4-1-12 11-6-0 18-4-0 25-6-0 27-10-8 27-3^ , , 4-1-12 7-4-4 6-10-0 7-2-0 1-9-8 0-7-0 Plate Offsets (X,Y): {2:0-3-0,0-1-8], [5:0-3-0,0-2-81, 17:0-2-4,0-1-8], [8:0-2-8.0-2-12], (10:0-1-12,0-1-12], [11:0-3-0,0-2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.83 BC 0.92 WB 0.81 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.20 11-13 >999 Vert(TL) -0.46 11-13 >719 Horz(TL) -0.03 16 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 136 Ib BRACING TOP CHORD Sheathed or 2-4-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 3-5, 5-14 UMBER DP CHORD 2X4 DF-N No.1/No.2 "SOT CHORD 2 X 4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except* 7-112X4 DF-N No.1/No.2, 2-15 2X6 DF-N No.1/No.2 2-142X4DF-NNo.1/No.2 REACTIONS (Ib/size) 16=1192/0-3-8,15=1398/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=73, 2-3=-1954, 3-4=-146, 5-6=-2915, 6-7=-2921, 7-8=-856,8-16=-1192, 2-15=-1356 BOT CHORD 14-15=-211,13-14=3377,12-13=3400,11-12=3400,10-11=850, 9-10=0 WEBS 3-14=248, 3-5=-1749,5-13=135, 4-5=-189,5-11=-523.6-11=-545. 7-11=2228, 7-10=-1089,8-10=1463, 2-14=2024,5-14=-1673 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSt/TPt1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANS1/TP11-1995 criteria. LOADCASE(S) Standard Job £-1759 Truss MC1 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLENTOM Universal Truss, Inc., Fontana, CA 92335 i.p 10-7-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612:29:19 2005 Page 1 26-11-8 i-O 10-7-0 16-4-8 DRAG 250# PLF. 5.00 5x6 3x5 12 1x4 11 10 4x7.5 M16= 3x10 = 9 4x4 = 26-11-8 -11-3-2-12 10-7-0 17-5-Q 24-7-0 26-4-8 -11-0 3-2-12 7-4-4 6-10-0 7-2-0 1-9-S 0-7-0 Plate^Qffsets (X,Y): [1:0-3-0,0-2-01, {4:Q-3-8._edgeU6:Q-2-4.0-1-8l. [7:0-2-8.0-2-12]. [9:0-1-12.0-VI21. [10:0-3-12.0-1-81. {13:0-5-0,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.92 BC 0.99 WB 0.80 (Matrix) DEFL (in) (toe) 1/defl Vert(LL) -0.18 10-12 >999 Vert(TL) -0.40 10-12 >798 Horz(TL) -0.09 15 n/a 1st LCLL Mini/den = 360 PLATES M20 M16 GRIP 197/144 176/121 Weight: 130 Ib Sheathed or 2-0-12 on center purlin spacing, except end verticals. Rigid ceiling directly applied or 1-3-0 on center bracing. 1 Row at midpt 2-4,4-10 2 Rows at 1/3 pts 4-13 1 UMBER BRACING OP CHORD 2X4 DF-N No.1/No.2 TOP CHORD i3OT CHORD 2 X 4 DF No.1&Btr BOT CHORD WEBS 2 X 4 SPF Std 'Except* WEBS 6-10 2X4 DF-N No.1/No.2,1-14 2X4 DF-N No.1/No.2 1-132X4DF-NNo.1/No.2 REACTIONS (Ifa/size) 15=1165/0-3-8,14=1163/0-3-8 Max Horz 14=-6521 (load case 5) Max Uplffl14=-1001 (load case 5) Max Grav 14=2271(load case 6) FORCES Ob) - First Load Case Only TOP CHORD 1-2—1649, 2-3—145,4-5=-2823, S-6=-2829.6-16=-843, 7-16=-836, 7-15—1165,1-14—1150 BOT CHORD 13-14—23,12-13=3193,11-12=3212,10-11=3212,9-10=836,8-9=0 WEBS 2-13=114,2-4—1498,4-12=132, 3-4=-187, 4-10=-422, 5-10=-544,6-10=2143,6-9=-1069, 7-9=1439,1-13=1639, 4-13=-1744 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate Increases 1.06 Uniform Loads (pit) Vert: 1-2=76.2, 2-3=76.2, 4-5=-15.3, 5-6=-15.3,6-16=-15.3, 7-16=-28.0,13-14—20.0,12-13—20.0,11-12=-20.0, 10-11=-20.0, 9-10—20.0, 8-9=-20.0 Horz: 1-2=600.0,2-3=600.0, 4-5=4918.0, 5-6=4918,0,6-16=4918.0 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-132.2,2-3=-132.2,4-5=-40.7, 5-6=-40.7,6-16=-40.7, 7-16=-28.0,13-14=-20.0,12-13=-20.0,11-12=-20.0, 10-11=-20.0,9-10=-20.0,8-9=-20.0 Horz: 1-2=-600.0, 2-3=-600.0, 4-5=-4918.0, 5-6=-4918.0, 6-16—4918.0 Job E-1759 • Truss MC2 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 11-0 10-7-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries. Inc. Tue Jul 26 12:2920 2005 Page 1 26-11-8 , 11-0 10-7-0 16-4-8 3x5 1.5x4 26-11-8 3-2-12 10-7-0 17-5-0 24-7-0 26-4-8 0-11-0 3-2-12 7-4-4 6-10-0 7-2-0 1-9-8 0-7-0 Plate Offsets OC.Y1: [1:0-2-0.0-1-8]. [4:0-3-4.0-2-41. [6:0-2-4.0-1-81. [7:&-2-8,0-2-12l. [9:0-1-12.0-1-121. [10:0-2-12.0-2-01. [13:0-4-0.0-2-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.82 BC 0.89 WB 0.90 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.18 10-12 >999 Vert(TL) -0.42 10-12 >757 Horz(TL) -0.02 15 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 129 Ib LUMBER frOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std *Except* 6-102X4DF-N No.1/No.2 REACTIONS (Ib/size) 15=1165/0-3-8.14=1163/0-3-8 TOP CHORD Sheathed or 2-5-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 2-4,4-13 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1648, 2-3=-146, 4-5=-2823,5-6=-2829, 6-7=-841, 7-15=-1165,1-14=-1147 BOT CHORD 13-14—5, 12-13=3191, 11-12=3212, 10-11=3212,9-10=834,8-9=0 WEBS 2-13=118, 2-4=-1494, 4-12=132, 3-4=-187, 4-10=-422, 5-10=-545, 6-10=2146, 6-9=-1066, 7-9=1435, 1-13=1617, 4-13=-174S NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSt/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANS1/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 • Truss MD Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 7-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:2921 2005 Page 1 27-2-8 7-6-0 19-8-8 5x6 4x6 3x6— 7-6-0 14-4-0 21-6-0 26-7-fl 27-2T 7-6-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsete (X.Y): [1:0-3-0.0-1-121. [3:0-3-0.0-3-01, [5:0-2-4.0-1 -81. [6:0-3-0.0-2-121. [8:0-2-4.0-1-81. [9:0-4-0.0-1-8]. MO:0-2-S.edael. [12:0-3-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1,25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.91 BC 1.00 WB 0.80 (Matrix) DEFL (in) (toe) tfdefl Veft(LL) -0.66 7 >490 VertfTL) -1-33 7 >243 HorzfTL) -0.03 13 n/a 1st LCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 128 Ib TOP CHORD Sheathed or 2-0-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except: 6-0-0 on center bracing: 7-8. WEBS 2 Rows at 1/3 pts 3-12 .LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 ^Except" 7-102 X4DFNo.1&Btr WEBS 2X4 SPF Std "Except' 6-13 2X4 DF-N No.1/No.2,6-82X4 DF-N No.1/No.2 1-12 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=1181/0-3-8,12*1169/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2—148,3-4=-3294,4-5=-3300,5-6—1951,6-13=-1181,1-12—305 BOT CHORD 11-12=2908, 10-11=2933. 9-10=2933, 8-9=1939, 7-8=0 WEBS 1-3=-201. 3-11=127,2-3=-180.3-9=366,4-9=-539, 5-9=1445, 5-S=-879,6-8=2'224,3-12=-2786 NOTES 1) This truss has been checked lor unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall no! exceed O.SOOin. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPi 1-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss MD1 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 -2-1-0 4.0-32 s Feb 18 1999 MiTek Industries. Inc. Tue Jul 26 12:29:21 2005 Page 1 8-0-0 2-1-0 8-0-0 1.5x4 3x4 = 4-1-12 8-0-0 4-1-12 3-10-4 Plate Offsets (X.Y): [2:0-1-12,0-1-8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.42 BC 0.14 WB 0.18 (Matrix) DEFL (in) (toe) I/dell Vert(LL) -0.00 5-6 >999 Vert(TL) 0.06 1-2 >467 Horz(TL) 0.00 5 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 42 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. LUMBER FOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except* 2-7 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 5=310/0-3-8,7=522/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-349, 3-4=26, 4-5=-109,2-7=-474 BOT CHORD 6-7=-53,5-6=272 WEBS 3-6=5,3-5=-301,2-6=331 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job .E-1759 Truss MD11 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. * Tue Jul 26122922 2005 Page 1 -0T1-8 7-10-8 0-1-8 7-10-8 5.00 flT 3x4 1.5x4 3x4- 4-0-4 7-10-S 0-1-8 4-0-4 3-10-4 Plate Offsets (X.Y); {1:0-1-8,0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.36 BC 0.15 WB 0.14 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.00 4-5 >999 Vert(TL) -0.01 4-5 >999 Horz(TL) 0.00 4 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 38 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std REACTIONS (Ib/size) 4=334/0-3-8, 6=334/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-389, 2-3=25,3-4=-106.1-6=-290 BOT CHORD 5-6=147,4-5=314 WEBS 2-5=36, 2-4=-351,1-5=170 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrenl with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss MD1-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -2-1-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 122953 2005 Page 1 8-0-0 2-1-0 8-0-0 1.5x41 DRAG150#PLF. 4-1-12 8-0-0 4-1-12 3-10-4 Plate Offsets (X.Y): [2:0-1-12.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.48 BC 0.29 WB 0.48 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.01 6-7 >999 VertfTl) 0.06 1-2 >467 Horz(TL) 0.01 5 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 42 Ib BRACING TOP CHORD Sheathed or 5-3-5 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std "Except" 2-72X6 DF-N No.1/No.2 REACTIONS Ob/size) 5=310/0-3-8, 7=522/0-3-8 Max Horz 7=-1144(load case 3) Max Uplift7=-323(!oad case 3) Max Grav 7=842(load case 4) FORCES Ob) - First Load Case Only TOP CHORD 1-2=62, 2-3=-349, 3-4=26,4-5=-109,2-7=-474 BOT CHORD 6-7=-53. 5-6=272 WEBS 3-6=5, 3-5—301, 2-6=331 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. 4) Load case(s) 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE{S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=34.5,3-4=34.5, 6-7—20.0, 5-6=-20.0 Horz: 2-3=360.0, 3-4=360.0 4) User defined: Lumber lncrease=1.33, Plate lncrease=1,06 Uniform Loads (plf) Vert: 1-2=-28.0,2-3=-90.5, 3-4=-90.5, 6-7—20.0,5-6=-20.0 Horz: 2-3=-360.0, 3-4=-360.0 Job E-1759 ' Truss MD2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:24 2005 FHge 1 3-3-0 , 22-11-8 3-3-0 5.00 flJ 19-8-8 1x41! 3x4 83x5= 3-3-0 10-1-0 17-3-0 22-4-8 3-3-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets fX.Yl: f3:0-2-4.0-2-121. [6:0-2-8.0-2-121. [8:0-1-12.0-1-81.19:0-3-4.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.83 BC 0.96 WB 0.65 (Matrix) OEFL On) (l°c) I/den Vert(LL) -0.66 7 >410 Vert(TL) -1.33 7 >204 Horz(TL) -0.02 13 n/a 1st LCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 109 Ib BRACING TOP CHORD Sheathed or 2-10-5 on center purlin spacing, except end verticals, BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except 6-0-0 on center bracing: 7-8. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except* 7-102X4DFNo.1iBtr WEBS 2X4 SPF Std 'Except* 6-82X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=995/0-3-8, 12=981/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=16, 3-4=-2357, 4-5=-2363,5-6=-1609.6-13=-995,1-12=-115 BOT CHORD 11-12=1264,10-11=1263,9-10=1263,8-9=1597, 7-8=0 WEBS 1-3=-4, 3-11=130.2-3=-84, 3-9=1135,4-9=-539, 5-9=807,5-8=-686,6-8=1831,3-12=-1517 NOTES 1) This truss has been checked for unbalanced loading condtttons. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity erf bearing surface. 6) This truss has been designed with ANSI/TP) 1-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss MD-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 i 7-6-0 10-10-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:25 2005 Page 1 27-2-8 , 7-6-0 3-4-0 16-4-8 4x7= 5X5 4x6 = 7-6-0 14-4-0 21-6-0 26-7-8 27-2, 7-6-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [1:0-2^0,0-2-0], [2:0-3-8,0-1-12], 13:0-2-12.0-3-0]. [7:0-2-4.0-1-81. [8:0-3-0,0-2-12], MO:0-2-4,0-1-8Lf11:0-4-0,0-1-8], f12:0-2-8tedgelJ14:0-3-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CS1 TC 0.75 BC 1.00 WB 0.80 (Matrix) DEFL <Jn) (loc) l/defl Vert(LL) -0.66 9 >491 VertfTL) -1.33 9 >243 HorzfTL) -0.03 15 n/a 1stLCLLMinl/defi = 360 PLATES GRIP M20 197/144 Weight: 14016 LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except' 9-122X4DFNo.1&Btr WEBS 2 X 4 SPF Std 'Except* 8-15 2X4 DF-N No.1/No.2, 8-10 2X4 DF-N No.1/No.2 1-142X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1184/0-3-8,14=1176/0-3-8 BRACING TOP CHORD Sheathed or 2-6-8 on center purlin spacing, except end verticals. Except: 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 9-10. WEBS 2 Rows at 1/3 pts 3-14 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-190, 3-4=-3235,4-6=-3292, 6-7=-3306, 7-8=-1959,8-15=-1184,1-14=-289, 2-5=-0 BOT CHORD 13-14=2956,12-13=2981,11-12=2981,10-11=1947, 9-10=0 WEBS 1-3=-109, 3-13=128,2-3=-335, 3-11=323, 6-11—526, 7-11=1444, 7-10=-833. 8-10=2233, 3-14=-2876, 4-5=-30.2-4=-87 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3} All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface, 7) This truss has been designed with ANSl/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss MD2-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 3-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:26 2005 Page 1 22-11-8 3-3-0 5.00 12 1x41) 19-8-8 DRAG150#PLF. 3x4 3x4 =1x4|3x4-3x8—3x4- 3-3-0 10-1-0 17-3-0 22-4-B 3-3-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y>: [3:0-5-12.0-2-81. f6:0-2-8.0-2-12l. f12:0-1-12.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.88 BC 0.41 WB 0.96 (Matrix) DEFL On) (loc) l/defl Vert(LL) -0.04 8-9 >999 Vert(TL) -0.08 8-9 >999 Horz(TL) 0.01 13 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 107 Ib •LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std BRACING TOP CHORD Sheathed or 5-4-4 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on cenler bracing. WEBS 1 Row at midpt 5-9 REACTIONS (Ib/size) 13=175/0-3-8,12=146/22-4-8,10=46/22-4-8,11=327/22-4-8,9=683/22-4-8, 8=564/22-4-8, 7=35/22-4-8 Max Horz 12=908(load case 6), 11=44(load case 5), 9=~1718(load case 5), 8=-758(load case 5) Max Uplift13=-312(load cased), 12=-1013(load case 5), 11=-388(load case 6) Max Grav 13=456(load case 5), 12=1155(load case 6), 10=90(load case 2), 11=765(load case 5), 9=683{load case 1), 8=564(load case 4), 7=70(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=23, 3-4=17.4-5=14, 5-14=-27, 6-14=-8,6-13=-175,1-12=-109 BOT CHORD 11-12=0,10-11=0,9-10=0, 8-9=0, 7-8=0 WEBS 1-3=-8, 3-11—242, 2-3=-88,3-9=-54,4-9=-545, 5-9=-21, 5-8=-432,6-8=19,3-12=-27 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wHh any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint (s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S} Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) . Vert: 1-2=34.5,3-4—20.4,4-5=-20.4, 5-14=-20.4, 6-14=-28.0,11-12—20.0,10-11=-20.0,9-10—20.0, 8-9=-20.0, 7-8—20.0 Horz: 1-2=360.0, 3-4=2950.8, 4-5=2950.8, 5-14=2950.8 6) User defined: Lumber lncrease=1.33, Plate (ncrease=1.06 Uniform Loads (plf) Vert: 1-2=-90.5, 3-4=-35.6,4-5=-35.6,5-14=-35.6,6-14=-28.0,11-12=-20.0, 10-11=-20.0, 9-10=-20.0,8-9=-20.0, 7-8=-20.0 Horz: 1-2=-360.0, 3-4—2950.8, 4-5=-2950.8, 5-14=-2950.8 Job •E-1759 Truss MD3 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -2-0-0 .A1-0 i 9-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1229:27 2005 Page 1 29-2-8 0-1-02-0-0 9-6-0 19-8-8 -2-0-0 , 2-1-12 9-6-0 16-4-0 23-6-0 28-7-8 2-0-0 2-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): (2:0-2-0.0-1-81. [5:0-4-0.0-3-01.17:0-2-8.0-2-01. f8:Q-3-O.Q-2-12l. [10:0-1-12.0-1-81.111:0-4-12.0-2-01. H2:0-2-8.edge1. [14:0-4-0.0-3-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 1.00 BC 0.96 WB 0.95 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.60 9 >582 Vert(TL) -1.20 9 >289 Horz(TL) -0.03 16 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 140 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 3-5 2 Rows at 1/3 pts 5-14 LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except" 9-12 2X4 DF-N 2400F2.0E WEBS 2X4 SPF Std "Except* 8-16 2X4 DF-N No.1/No.2, 8-10 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 16=1262/0-3-8,15=1419/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=60, 2-3=-1173,3-4=-151,5-6=-3702, 6-7=-3708, 7-8=-2104, 8-16—1262,2-15=-1459 BOT CHORD 14-15—118,13-14=3647,12-13=3678,11-12=3678,10-11=2092, 9-10=0 WEBS . 3-14=-45,3-5=-1088,5-13=139, 4-5=-182,5-11=13, 6-11=-539. 7-11=1719,7-10=-963, 8-10=2399.2-14=1554,5-14=-2628 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP! 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 • Truss MD4 Truss Type MONO CAL HIP Universal Truss, Inc., Fonlana, CA 92335 7-7-8 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 122927 2005 Page 1 27-4-0 , 7-7-8 19-8-8 4x6 =3x6— 7-7-8 14-5-8 21-7-8 26-9-0 7-7-8 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y1: f1:0-3-0.0-1-8l. 13:0-3-0.0-3-01. [5:0-2-0.0-1-81. [6:0-3-0.0-2-121. [8:0-2-4.0-1-81. {9:0-4-4.0-1-81. [1 0:0-2-8. edge]. [12:0-3-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.92 BC 1.00 WB 0.81 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.66 7 >492 Vert(TL) -1.33 7 >244 Horz(TL) -0.03 13 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 128 Ib BRACING TOP CHORD Sheathed or 1-11-10 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 7-8. WEBS 2Rowsat 1/3 pts 3-12 LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 "Except" 7-102X4DFNo.1&Btr WEBS 2 X 4 SPF Std "Except" 6-13 2X4 DF-N No.1/No.2, 6-82X4 DF-N No.1/No.2 1-12 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=1187/0-3-8,12=1174/0-3-8 FORCES Ob) - First Load Case Only TOP CHORD 1-2=-151,3-4=-3321,4-5=-3327, 5-6=-1961,6-13=-1187,1-12=-312 BOT CHORD 11-12=2956,10-11=2983, 9-10=2983,8-9=1949, 7-8=0 WEBS 1-3—215, 3-11=127, 2-3=-183,3-9=343,4-9=-539,5-9=1464,5-8=-884,6-8=2235,3-12—2818 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m. 5) Bearing at joinl(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss MD4-2 Truss type MONO CAL HtP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 . 7-7-8 4.0-32 sFeb 18 1999 MiTek Industries, Inc. TueJul 26122928 2005 Pagel 27-4-0 - 7-7-8 1x411 19-8-8 DRAG 200# PLF. ICx>>X><>OOOOOOOO<X>C<>00^ T2 TT Tu9 5 7 3x8=1x411 3x4— 3x12=3x5= 7-7-8 14-5-8 21-7-8 26-9-0 7-7-8 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets OC.Y): 11:0-3-0.0-1-121. [3:0-3-4.0-3-01. [5:0-2-4.0-1 -81. [6:0-2-8.0-2-121. [9:0-3-8.0-1-81. [12:0-3-0.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.91 BC 0.40 WB 1.00 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.0511-12 >999 Vert(TL) -0.0911-12 >999 Horz(TL) 0.02 13 n/a 1st LCLLMini/deft = 360 PLATES GRIP M20 197/144 Weight: 127 Ib LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except' 1-122X4DF-NNo.1/No.2 BRACING TOP CHORD Sheathed or 4-4-5 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 1-3, 3-9,5-9, 3-12 REACTIONS (Ib/size) 13=182/0-3-8,12=360/26-9-0,10=31/26-9-0,11=484/26-9-0, 9=706/26-9-0, 8=562/26-9-0, 7=35/26-9-0 Max Horz 12=1464(load case 6), 11=25(load case 1), 9=-2860(load case 5), 8=-1112(load case 5) Max Uplift13=-485(load case 6), 12=-852(load case 5) Max Grav13=637(load case 5), 12=1229{load case 6), 10=S1(load case 2), 11=484(load case 1), 9=706(load case 1), 8=S630oad case4), 7=700oad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=48, 3-4=-39, 4-5=-45,5-14=-42,6-14=-23,6-13—182.1-12=-299 BOT CHORD 11-12=0,10-11=0, 9-10=0,8-9=0, 7-8=0 WEBS 1-3—202,3-11—360, 2-3=-196, 3-9=-142,4-9=-545,5-9=1,5-8=-439,6-8=36, 3-12=71 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) Bearing at joinl(s) 13 considers parallel to grain value using ANSI/TPl 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface, 6) This truss has been designed with ANSI/TPl 1-1995 criteria. 7) Load case(s) 5. 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2=55.3,3-4=-17.8, 4-5—17.8,5-14=-17.8,6-14=-28.0,11-12=-20.0,10-11=-20.0, 9-10—20.0,8-9=-20.0, 7-8=-20.0 Horz: 1-2=480.0, 3-4=3934.4.4-5=3934.4,5-14=3934.4 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2=-111.3, 3-4=-38.2, 4-5=-38.2, 5-14=-38.2, 6-14=-28.0,11-12—20.0.10-11=-20.0,9-10=-20.0, 8-9—20.0, 7-8=-20.0 Horz: 1-2=-480.0,3-4—3934.4, 4-5=-3934.4, 5-14—3934.4 Jol> E-1759 . Truss MD5 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 I -2-1-0 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries. Inc. Tue Jul 26 12:2929 2005 Page 1 31-2-8 2-1-0 11-6-0 19-8-8 5.00 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [5:0-5-0.0-3-01. [7:0-2-8.0-1-81. [8:0-3-0.0-2-121. [10:0-1-12.0-2-01. [11:0-3-8,0-1-81.114:0-4-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.77 BC 0.74 WB 0.88 (Matrix) DEFL On) 0oc) l/defl Vert(LL) -0.60 9 >620 Vert(TL) -1.21 9 >306 Horz(TL) -0.04 16 n/a 1s1LCLLMinl/defI = 360 PLATES M20 M16 GRIP 197/144 176/121 Weight: 149 Ib BRACING TOP CHORD Sheathed or 2-4-4 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 3-5 2 Rows at 1/3 pts 5-14 LUMBER TOP CHORD 2X4 DF-N No.1/No.2 'Except* 5-82X4DFNo.14Btr BOT CHORD 2X4DFNo.1&Btr*Except' 9-12 2X4 DF-N 2400F2.0E WEBS 2X4 SPF Std 'Except* 8-16 2X4 DF-N No.1/No.2, 7-11 2X4 DF-N No.1/No.2 8-10 2X4 DF-N No.1/No.2, 2-15 2X6 DF-N No.1/No.2 2-14 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 16=1347/0-3-8,15=1509/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-2241,3-4=-152, 5-6=-4126,6-7=-4132, 7-8—2256,8-16=-1347, 2-15=-1464 BOT CHORD 14-1S=-100,13-14=4404,12-13=4439,11-12=4439, 10-11=2244,9-10=0 WEBS 3-14=401,3-5=-2010,5-13=143, 4-5-187, 5-11=-340, 6-11=-541, 7-11=2011, 7-10=-1049, 8-10=2574, 2-14=2182,5-14=-2454 NOTES 1) This truss has been checked Tor unbalanced loading conditions. 2) Alt plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint (s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPt 1-1995 criteria. LOADCASE(S) Standard Job E-1759 . Truss MD5-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 , 11-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:31 2005 Page 1 31-2-8 i 2-1-0 11-6-0 1x411 4 19-8-8 DRAG 300# PLF. o.6i fir 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): 12 :edae.0-8-81. f5:0-4-0.0-3-0}. [7:0-2-4.0-2-01. f8:0-2-8.0-2-121. f 10:0-2-0.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.88 BC 0.40 WB 0.97 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.04 13-14 >999 VertfTL) -0.0913-14 >986 HorzfTL) 0.03 16 n/a 1st LCLL Mini/deft = 360 PLATES GRIP M20 197/144 Weight: 146 Ib LUMBER 'OP CHORD 2X4 DF-N No.1/No.2 SOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except" 2-152X6 DF-N No.1/No.2,2-14 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-2-6 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS IRowatmidpt 5-11,7-11,8-10,5-14 REACTIONS (Ib/slze) 16=172/0-3-8, 15=267/30-7-8. 12=26/30-7-8, 14=612/30-7-8,13=491/30-7-8, 11=689/30-7-8,10=564/30-7-8. 9=35/30-7-8 Max Horz 15=-346(load case 5). 14=4124(load case 6), 13=26(load case 6), 11=-3319(load case 5), 10=-1512(load case 5) Max Uplift 16=-699(load case 6), 15—1551(load case 5) Max Grav 16=841(load case 5), 15=1796(load case 6), 12=510oad case 2), 14=612(load case 1), 13=491 (load case 1), 11=689(load case 1), 10=564(load case 1),9=70(loadcase2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=107, 3-4=48, 5-6=29,6-7=26, 7-17—22, 8-17—3, 8-16=-172,2-15—244 BOT CHORD 14-15=0.13-14=0,12-13=0,11-12=0,10-11=0,9-10=0 WEBS 3-14=-527, 3-5=29, 5-13=-357,4-5=-195, 5-11=-40, 6-11=-545, 7-11=-28, 7-10=-430.8-10=13, 2-14=270, 5-14=-20 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 1Q.Q psf bottom chord live load nonconcurrent with any other live loads pet Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—28.0, 2-3=97.0.3-4=97.0,5-6=-12.7,6-7=-12.7, 7-17—12.7.8-17—28.0,14-15=-20.0,13-14—20.0, 12-13=-20.0,11-12=-20.0,10-11—20.0,9-10=-20.0 Horz: 2-3=720.0, 3-4=720.0,5-6=5901.6,6-7=5901.6, 7-17=5901.6 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=-153.0, 3-4=-153.0,5-6=~43.2,6-7=-43.2, 7-17=-43.2, 8-17=-28.0,14-15=-20.0,13-14=-20.0. 12-13=-20.0,11-12=-20.0,10-11—20.0. 9-10=-20.0 Horz: 2-3=-720.0, 3-4—720.0, 5-6—5901.6, 6-7—5901.6. 7-17=-5901.6 Job E-1759 Truss MD6 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLENfTOM Universal Truss, inc., Fontana.CA 92335 , 11-6-0 4.0-32 s Feb 18 1999 MJTek Industries, Inc. Tue Jul 26 12:2931 2005 Page 1 31-2-8 11-6-0 19-8-8 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [4:0-4-8.0-3-01, [6:0-2-8.0-1-81. [7:0-3-0.0-2-121, [9:0-1-12.0-2-01, [10:0-3-8.0-1-8], [13:0-4-0.0-2-41 LOADING (pal) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.78 BC 0.74 WB 0.92 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.60 8 >620 Vert(TL) -1.21 8 >306 Horz(TL) -0.04 15 n/a IstLCLL Mint/den = 360 PLATES M20 M16 GRIP 197/144 176/121 Weight: 146 Ib BRACING TOP CHORD Sheathed or 2-4-2 on center purlin spacing, except end verticals. 8OT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except: 6-0-0 on center bracing: 8*9. 1 Row at midpt 2-4 2 Rows at 1/3 pts 4-13 WEBS LUMBER TOP CHORD 2X4 DF-N No.1/No.2 'Except" 4-72X4DFNo.1&Btr BOT CHORD 2 X 4 DF No.UBU "Except' 8-112X4 DF-N 2400F 2.0E WEBS 2X4 SPF Std "Except" 7-15 2X4 DF-N No.1/No.2,6-10 2X4 DF-N No.1/No.2 7-92X4 DF-N No.1/No.2,1-14 2X6 DF-N No.1/No.2 1-132X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1353/0-3-8,14=1342/0-3-8 FORCES (Ib) - First Load Case Onty TOP CHORD 1-2—2318,2-3—153,4-5=-4158,5-6=-4164, 6-7—2268, 7-15—1353,1-14=-1299 BOT CHORD 13-14=130,12-13=4460,11-12=4495,10-11=4495,9-10=2256,8-9=0 WEBS 2-13=428,2-4—2083,4-12=143,3-4=-186,4-10=-366, 5-10=-541,6-10=2032, 6-9=-1056, 7-9=2587,1-13=2022.4-13=-2436 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Tabie No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759. Truss MD6-2 ' Truss Type MONO CAL HIP Qly 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:33 2005 Page 1 1 11-6-0 . 31-2-8 . 11-6-0 19-8-8 DRAG 300# PLF. 5.00 5x6- 4x7 14 2*6 1 1 13 4x12= 12 1x411 11 3x4= 10 4x14= 9 4x5= 8 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets OC.Y): [1:0-3-4.0-2-41. [4:0-4-0.0-3-01. [6:0-2-4.0-2-01. [7:0-2-8.0-2-121. [9:0-2-0.0-2-01 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-O-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.88 BC 0.40 WB 0.97 (Matrix) DEFL (in) (loc) t/defl Vert(LL) -0.04 12-13 >999 Vert(TL) -0.09 12-13 >987 HorzfTL) 0.03 15 n/a 1st LCLL Win t/defl = 360 PLATES GRIP M20 197M44 Weight: 143 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except' 1-142X6 DF-N No.1/No.2,1-13 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-2-4 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 4-10,6-10, 7-9,4-13 REACTIONS (tb/size) 15=174/0-3-8,14=83/30-7-8,11=26/30-7-8,13=629/30-7-8,12=492/30-7-8,10=693/30-7-8,9=564/30-7-8, 8=35/30-7-8 Max Horz 14=-246(load case 5), 13=4034(load case 6), 12=26(load case 6), 10=-3329(load case 5), 9=-1514(load case 5) Max Upfift15=-698(load case 6), 14=-1627(load case 5) Max Grav 15=842(load case 5), 14=1720(load case 6), 11=51 (load case 2), 13=629(load case 1), 12=492(load case 1), 10=693(foad case 1), 9=564(toad case4), 8=70(loadcase2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=60, 2-3=48, 4-5=20,5-6=17,6-16=-26, 7-16=-7, 7-15—174,1-14=-61 BOT CHORD 13-14=0,12-13=0,11-12=0.10-11=0,9-10=0.8-9=0 WEBS 2-13=-512,2-4=-16,4-12=-357,3-4=-195, 4-10=-60, 5-10=-545,6-10=-23,6-9=-431, 7-9=17,1-13=67. 4-13=-2 NOTES 1) This truss has been checked for unbalanced loading conditions. 2} All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=97.0, 2-3=97.0, 4-5=-12.7,5-6=-12.7, 6-16—12.7, 7-16=-28.0,13-14=-20.0,12-13—20.0,11-12=-20.0, 10-11—20.0, 9-10=-20.0, 8-9—20.0 Horz: 1-2=720.0, 2-3=720.0, 4-5=5901.6,5-6=5901.6, 6-16=5901.6 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—153.0, 2-3=-153.0, 4-5=-43.2, 5-6=-43.2, 6-16=-43.2, 7-16—28.0,13-14=-20.0,12-13—20.0,11-12—20.0, 10-11—20.0, 9-10=-20.0, 8-9=-20.0 Horz: 1-2=-720.0, 2-3=-720.0, 4-5=-5901,6,5-6—5901.6,6-16=-5901.6 Job E-1759 • Truss MD7 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 7-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:33 2005 Page 1 27-2-8 , 7-6-0 19-8-8 3x6 = 7-6-0 14-4-0 21-6-G 26-7-8 27-2 7-6-0 6-10-0 7-2-0 5-1-S 0-7-0 Plate Offsets OC.Y1: f1:0-3-0.0-1-12l. [3:0-3-0.0-3-01. 15:0-2-4.0-1-81. [6:0-3-0.0-2-121. [8:0-2-4.0-1-81. [9:0-4-0.0-1-81. [10:0-2-8.edael, (12:0-3-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.91 BC 1.00 WB 0.80 (Matrix) DEFL (in) <loc) l/defl Vert(LL) -0.66 7 >490 Vert(TL) -1.33 7 >243 HorzfTL) -0.03 13 n/a 1st LCLLMin I/defl = 360 PLATES GRIP M20 197/144 Weight: 128 Ib BRACING TOP CHORD Sheathed or 2-0-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 7-8. WEBS 2 Rows at 1/3 pts 3-12 LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 "Except* 7-10 2X4 DFNo.1&Btr WEBS 2X4 SPF Std *Except* 6-13 2X4 DF-N No.1/No.2,6-82X4 DF-N No.1/No.2 1-12 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=1181/0-3-8,12=1169/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-148,3-4=-3294, 4-5—3300,5-6=-1951,6-13=-1181,1-12=-305 BOT CHORD 11-12=2908,10-11=2933, 9-10=2933, 8-9=1939, 7-8=0 WEBS 1-3=-201,3-11=127,2-3=-180, 3-9=366. 4-9=-539, 5-9=1445,5-8=-879,6-8=2224, 3-12—2786 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOtn. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759- Truss MD7-2 " Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 7-6-0 , 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 sFeb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:342005 Pagel 27-2-8 , 7-6-0 4-0-0 15-8-8 5.00 [TJ 5x5 7-6-0 14-4-0 21-6-0 26-7-8 27-2 7-6-0 6-10-0 7-2-0 5-1-8 0-7-0 Plata Offsets <X.Y): [1:0-2-4.0-2-01. 12:0-3-0.0-1-121. (3:0-3-0.0-3-01. [7:0-2-4.0-1-81. (8:0-3-0.0-2-121. [10:0-2-4.0-1-81. (11:0-4-4.0-1-81. [1 2:0-2-8. edge]. 114:0-2-8,0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.81 BC 1.00 WB 0.81 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -O.66 9 >491 Vert(TL) -1.33 9 >243 Horz(TL) -0.03 15 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 142 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 "Except* 9-122X4DFNo.1&Btr WEBS 2 X 4 SPF Std "Except* 8-15 2X4 DF-N No.1/No.2, 8-10 2X4 DF-N No.1/No.2 1-14 2X4 DF-N No.1/No.2 REACTIONS (tb/size) 15=1184/0-3-8,14=1176/0-3-8 BRACING TOP CHORD Sheathed or 2-6-13 on center purlin spacing, except end verticals. Except: 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 9-10. WEBS 2 Rows at 1/3 pts 3-14 FORCES (tb) - First Load Case Only TOP CHORD 1-2—263,3-4=-3176, 4-6=-3298, 6-7=-3317, 7-8=-1955, 8-15=-1184,1-14=-318, 2-S=-0 BOT CHORD 13-14=2854,12-13=2877,11-12=2877,10-11=1943, 9-10=0 WEBS 1-3=-39,3-13=130,2-3=-273, 3-11=442,6-11=-568. 7-11=1459, 7-10=-881,8-10=2228, 3-14—2772,4-5=-65,2-4=-168 NOTES 1} This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Tabte No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 6) Bearing at joint(s) 15 considers para If el to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TH 1-1995 criteria. LOADCASE(S) Standard Job E-1759, Truss MF Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Forrtana, CA 92335 , 11-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 261229:36 2005 Page 1 27-2-8 11-6-0 15-8-8 5.00 3x7 27-2-8 4-1-12 11-6-0 18-4-0 25-6-0 4-1-12 7-4-4 6-10-0 7-2-0 1-1-8 0-7-0 Plate Offsets (X.YV. [1:0-3-4.0-1-81.14:0-3-0.0-3-81. [6:0-2-0.0-1-81.17:0-2-8.0-2-121. {9:0-2-0.0-1-121. {10:0-3-0.0-2-01. t13-.0-4-0.0-2-81 LOADING (psf) TOLL 20.0 TCDL 14.0 BCU. 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.80 BC 0.92 WB 0.94 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.1910-12 >999 Vert(TL) -0,42 10-12 >763 Horz(TL) -0.02 15 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 130 Ib '.UMBER 'OP CHORD 2X4 DF-N No.1/No.2 SOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std "Except* 6-10 2X4 DF-N No.1/No.2,1-14 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1173/0-3-8,14=1169/0-3-8 BRACING TOP CHORD Sheathed or 2-6-13 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except: 6-0-0 on center bracing: 8-9. WEBS 1 Row at midpt 2-4.4-13 FORCES (Ib) - First Load Case Only TOP CHORD 1-2—2001, 2-3=-145,4-5—2710,5-6—2717, 6-7—600,7-15=-1173,1-14=-1124 BOT CHORD 13-14=149,12-13=3252,11-12=3273,10-11=3273.9-10=595,8-9=0 WEBS 2-13=255, 2-4=-1794,4-12=135, 3-4=-190,4-10=-605,5-10=-543,6-10=2287, 6-9—1104, 7-9=1330,1-13=1704, 4-13=-1497 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joinl(s) 15 considers parallel to grain value using ANS1/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss MF1 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 , -2-6-0 , 11-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Mon Sep 12 12:47:08 2005 Page 1 27-2-8 2-6-0 11-6-0 15-6-B 4-1-12 7-4-4 Plate Offsets fX.Y): [2:0-3-0,0-1-81. [5:0-2-8.edge]. [7:0-2-0.0-1-8J..I8:0-2J!gJ0.2-j2j, 110^0-2-0,0-1-12], f 11:0-3-0^2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.79 BC 0.92 WB 0.75 (Matrix) DEFL (in) (loc) 1/defl Vert(LL) -0.1811-13 >999 Vert(TL) -0.41 11-13 >776 Horz(TL) -0.02 16 n/a IstLCLLMin 1/defl = 360 PLATES GRIP M20 197/144 Weight: 134 Ib BRACING TOP CHORD Sheathed or 2-7-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-O-0 on center bracing. WEBS 1 Row at midpt 3-5,5-14 UMBER OP CHORD 2X4 DF-N No.1/No.2 -BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 7-112X4 DF-N No.1ftJo.2,2-15 2X6 DF-N No.1/No.2 2-14 2X4 DF-N No.1/No.2 REACTIONS (to/size) 16=1163/0-3-8,15=1369/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=73,2-3—1900,3-4=-l45,5-6=-2679,6-7—2686,7-a=-596,8-16—1163,2-15=-1326 BOT CHORD 14-15=-213,13-14=3187,12-13=3208,11-12=3208,10-11=591, 9-10=0 WEBS 3-14=219, 3-5=-1699, 5-13=135, 4-5=-190,5-11=-569, 6-11=-543, 7-11=2258, 7-10*-1096,8-10=1320, 2-14=1976, 5-14—1528 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss MF2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 11-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 261229:37 2005 Page 1 26-11-8 _, 11-3-0 15-8-8 3x6 0-3-0 3-10-12 7-4-4 6-10-0 7-2-0 1-1-8 0-7-0 BateOffsets (X.W. H:0-2-8.0-1-S|. 14:0-2-8.ettgel. 16:0-2-0.0-1-61.17-.0-2-8.0-2-121.15:0-2-0,0-1-121.110:0-3-0.0-2-01113:0-4-0.0-2-61 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANS195 CSI TC 0.79 BC 0.92 WB 0.94 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.18 10-12 >999 Vert(TL) -0.41 10-12 >773 Horz(TL) -0.02 15 n/a IslLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 129 Ib '.UMBER 'OPCHORD 2X4DF-NNo.1/No.2 6OT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 6-102 X 4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1166/0-3-8.14=1162/0-3-8 BRACING TOP CHORD Sheathed or 2-7-0 on center purlin spacing, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-Ooncenterbracing, Except: 6-0-0 on center bracing: 8-9. WEBS 1 Row at midpt 2-4,4-13 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1922,2-3=-145,4-5=-2688. 5-6=-2694,6-7=-598, 7-15=-1166,1-14=-1125 BOT CHORD 13-14=94,12-13=3204,11-12=3225.10-11=3225,9-10=592, 8-9=0 WEBS 2-13=225, 2-4—1726, 4-12=134, 3-4=-189, 4-10=-578, 5-10=-543, 6-10=2265, 6-9=-1099. 7-9=1324, 1-13=1699, 4-13=-1518 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between Inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joifit(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 • Truss MF2-2 ' Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 >3-Q 11-3-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1259:38 2005 Page 1 26-11-8 . j-3-0 11-3-0 15-8-8 5.00 3x7= 6x6= 6 167. 5x6 2x611 4x10=1x411 3x4=4x12-5x5= 26-11-8 3-10-12 11-3-0 18-1-0 25-3-0 0-3-0 3-10-12 7-4-4 6-10-0 7-2-0 1-1-8 0-7-0 Plate Offsets OC.Y1: {4:0-4-0.0-3-01, f6:0-2-4.0-1-8], [9:0-2-8,0-2-01. [13:0-5-0.0-1-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-O-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANS195 CSI TC 0.90 BC 0.40 WB 0.84 (Matrix) DEFL (in) (loc) l/detl Vert(LL) -0.04 12-13 >999 Vert(TL) -0.09 12-13 >9S8 Horz(TL) -0.03 15 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 128 Ib LUMBER TOP CHORD 2X4DF-NNo.1/No.2 EOT CHORD 2X4DF-NNo.1/No.2 WEBS 2 X 4 SPF Std "Except* 1-14 2X4 DF-N No.1/N0.2,1-13 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-2-10 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 4-10,6-10, 4-13 REACTIONS (Ib/size) 15=-72/0-3-8,14=70/26-4-8,11=26/26-4-8,13=629/26-4-8,12=485/26-4-8,10=703/26-4-8, 9=548/26-4-8. 8=-61/26-4-8 Max Horz 14=-201(load case 5). 13=3981 (load case 6), 12=23(1oad case 6). 10=-2989(load case 5), 9=-718(load case 5) MaxUplift15=-1421(load case 6), 14=-1677(load case 5), 9=-553(load case 5), 8=-123(load case 2) Max Grav 15=1362(load case 5), 14=1756(load case 6), 11=51(load case 2), 13=629(load case 1). 12=485(load case 1), 10=703(load case 1), 9=1189(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=63,2-3=47,4-5=23,5-6=20, 6-16=-27, 7-16=-23, 7-15=72,1-14=-53 BOT CHORD 13-14=0,12-13=0,11-12=0,10-11=0,9-10=0, 8-9=0 WEBS 2-13—514.2-4—14.4-12—351,3-4—195, 4-10=-64,5-10=-550, 6-10=-27, 6-9=-424, 7-9=37,1-13=76,4-13=-8 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing atjoint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=97.0, 2-3=97.0,4-5=-12.7,5-6=-12.7. 6-16=-12.7. 7-16=-28.0,13-14=-20.0,12-13=-20.0.11-12=-20.0, 10-11=-20.0, 9-1Q=-20.0, 8-9=-20.0 Horz: 1-2=720.0, 2-3=720.0,4-5=5901.6,5-6=5901.6,6-16=5901.6 6) User defined: Lumber Increased. 33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—153.0, 2-3—153.0, 4-5=-43.2,5-6=-43.2,6-16=-43.2, 7-16=-28.0,13-14=-20.0,12-13=-20.0,11-12=-20.0, 10-11=-20.0, 9-10—20.0, 8-9=-20.0 Horz: 1-2=-720.0, 2-3=-720.0,4-5=-5901.6, 5-6—5901.6,6-16—5901.6 Job 551759- Truss MG-2 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 7-3-0 11-3-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Fri Sep 16 09:38:37 2005 Page 1 26-11-8 7-3-0 4-0-0 15-8-8 4x6- 4x6 4x5= 7-3-0 14-1-0 21-3-0 26-4-8 7-3-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X,Y): [1:0-3-0,0-1-8], [2:0-3-0,0-1-12], [3:0-3-0,0-3-0], [4:0-1-12,0-1-8], [5:0-0-12.0-1-12], [7:0-2-8,0-1-8], [8:0-3-0,0-2-12}, [10:0-2-4,0-1-8), [11:0-4-0.0-1-8], M2:0-2-0.ednel LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.94 BC 1.00 WB 0.79 (Matrix) DEFL (in) (loc) I/deft Vert(LL) -0.66 9 >487 Vert(TL) -1.33 9 >241 HorzCTL) -0-03 15 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 140 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 "Except* 9-122X4 DFNo.1&Btr WEBS 2X4 SPF Std 'Except' 8-15 2X4 DF-N No.1/No.2, 8-102X4 DF-N No.1/No.2 1-142X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1173/0-3-8,14=1165/0-3-8 BRACING TOP CHORD Sheathed or 2-2-9 an center purlin spacing, except end verticals. Except: 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 9-10. WEBS 2 Rows at 1/3 pts 3-14 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-311, 3-4=-3071. 4-6=-3242, 6-7=-3262, 7-8=-1935.8-15=-1173,1-14=-332, 2-5=-78,4-5=-85 BOT CHORD 13-14=2673,12-13=2693,11-12=2693,10-11=1923, 9-10=0 WEBS 1-3=30, 3-13=130, 2-3=-248, 3-11=578,6-11=-595, 7-11=1421, 7-10=-869, 8-10=2205,3-14=-2614. 2-4=-131 NOTES 1) Provide adequate drainage lo prevent water ponding. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web snail not exceed 0.500'm. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759. Truss MG Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 7-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:39 2005 Page 1 27-2-8 7-6-0 19-8-8 4x6=3x6 = 7-6-0 14-4-0 21-6-0 26-7-8 7-6-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [1:0-3-0.0-1-121. [3:0-3-0.0-3-01. [5:0-2-4.0-1-51. [6:0-3-0.0-2-121. 18:0-2-4.0-1-81. [9:0-4-0.0-1-81. [1 0:0-2-8. edgel. [12:0-3-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.91 BC 1.00 WB 0.80 (Matrix) DEFL (in) (>°c) i/defl Vert(LL) -0.66 7 =-490 Vert(TL) -1.33 7 >243 Horz(TL) -0.03 13 n/a IstLCLLMin i/defl = 360 PLATES GRIP M20 197/144 Weight: 128 Ib BRACING TOP CHORD Sheathed or 2-0-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except: 6-0-0 on center bracing: 7-8. WEBS 2 Rows at 1/3 pts 3-12 LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except' 7-102X4 DFNo.1&Btr WEBS 2X4 SPF Std 'Except' 6-13 2X4 DF-N No.1/No.2, 6-82X4 DF-N No.1/No.2 1-122X4DF-NNo.1/No.2 REACTIONS (Ib/size) 13=1181/0-3-8,12=1169/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-148,3-4=-3294, 4-5=-3300,5-6=-1951,6-13=-1181,1-12=-305 BOT CHORD 11-12=2908,10-11=2933,9-10=2933,8-9=1939, 7-8=0 WEBS 1-3=-201, 3-11=127, 2-3=-180, 3-9=366, 4-9=-539, 5-9=1445, 5-8=-879, 6-8=2224, 3-12=-2786 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 , Truss Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss. Inc., Fontana.CA 92335 i 3-3-0 , 4.0-32 sFeb 18 1999 MiTek Industries, tnc. Tue Jut 26 12:29:402005 Pagcl 22-11-8 , 3-3-0 5.00 fl2~ 19-8-8 1x4 3x4 83x5= 3x4 = 3-3-0 10-1-0 17-3-0 22-4-8 3-3-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): 13:0-2-4,0-2-121. [6:0-2-8,0-2-121. [8:0-1-12.0-1-81, [9:0-3-4.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.95 BC 0.79 WB 0.65 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.60 7 >454 Vert{TL) -1.20 7 >226 HorzCTL) -0.02 13 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 109lb BRACING TOP CHORD Sheathed or 2-4-2 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except 6-0-0 on center bracing: 7-8. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 "Except' 7-102X4 DF-N 2400F 2.0E WEBS 2X4 SPF Std "Except" 6-82X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=995/0-3-8,12=981/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=16, 3-4=-2356,4-5=-2362,5-6=-1610,6-13—995,1-12—115 BOT CHORD 11-12=1264,10-11=1263,9-10=1263,8-9=1597,7-8=0 WEBS 1-3=-4, 3-11=131, 2-3=-84,3-9=1135,4-9=-539,5-9=806,5-8=-686,6-8=1832,3-12=-1517 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPI1-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss IYIG1-2 ' Truss Type MONO CAL HIP Qty 1 Pty 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , 3-3-0 , 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:41 2005 Page 1 22-11-8 3-3-0 5.00 12 1x4: 3x4 19-8-8 DRAG 13D# PLF. 0.61112 83x5- 4x4= 3-3-0 10-1-0 17-3-0 22-4-8 3-3-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [3:0-5-12.0-2-81. [5:0-2-4.0-1-8}. 16:0-2-8.0-2-121. [8:0-1-12.0-1-81. [9:0-5-12.0-2-0]. f10:0-2-8.edge!. [12:0-2-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.95 BC 0.83 WB 0.93 (Matrix) DEFL (in) (loc) l/detl Vert(LL) -0.60 7 >454 VertCTL) -1.20 7 >226 HorzfJL) -0.05 13 n/a 1stLCaMinl/defl = 360 PLATES ORH> M20 197/144 Weight: 109 Ib BRACING TOP CHORD Sheathed or 2-4-2 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-2 on center bracing. LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except* 7-102X4DF-N2400F2.0E WEBS 2 X 4 SPF Std "Except* 6-82X4 DF-N No.1/No.2 REACTIONS (tb/size) 13=995/0-3-8, 12=981/0-3-8 Max Horz 12=-2871(load case 5) Max Uplift 12=-36()oad case 5) Max Grav 12=1110(load case 6) FORCES (Ib) - First Load Case OnJy TOP CHORD 1-2=16,3-4=-2356,4-5=-2362,5-14=-1610,6-14=-1590,6-13=-995,1-12=-115 BOTCHORD 11-12=1264,10-11=1263,9-10=1263,8-9=1597.7-8=0 WEBS 1-3=-4, 3-11=131,2-3=-84,3-9=1135, 4-9=-539. 5-9=806,5-8=-686,6-8=1832, 3-12—1517 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSl/TPl 1-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for trie intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=26.2, 3-4=-21.4, 4-5—21.4,5-14=-21.4, 6-14=-28.0,11-12=-20.0,10-11—20.0,9-10=-20.0,8-9=-20.0, 7-8=-20.0 Horz: 1-2=312.0,3-4=2557.3, 4-5=2557.3,5-14=2557.3 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-82.2, 3-4=-34.6, 4-5=-34.6, 5-14—34.6, 6-14—28.0,11-12—20.0,10-11—20.0,9-10—20.0, 8-9=-20.0, 7-8—20.0 Horz: 1-2=-312.0, 3-4=-2557.3, 4-5=-2557.3,5-14=-2557.3 Job E-1759 Truss MH Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 , 11-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 261229:42 2005 Page 1 29-2-8 , 31-2-6 2-1-0 11-6-0 17-8-8 2-0-0 5.00 31-2-* 4-1-12 11-6-0 18-4-0 25-6-0 28-7-8 4-1-12 7-4-4 6-10-0 7-2-0 3-1-8 0-7-0 2-0-0 Plate OffsejsJX.Y>: 15:0-4-12,0-2-121. [7:0-2-4.0-1-8], [8:0-2-8,0-2-91. [10:0-1-12.0-1-81. [11:0-3-0.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSl TC 0.95 BC 0.98 WB 1.00 (Matrix) DEFL (in) (loc) L/defl Vert(LL) -0.2711-13 >999 VertfTL) -0.61 11-13 >567 Horz(TL) -0.04 16 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 140 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 3-5,5-14 LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std "Except* 7-112X4 DF-N No.1/No.2, 8-10 2X4 DF-N No.1/No.2 2-15 2X6 DF-N No.1/No.2,2-14 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 16=1255/0-3-8,15*1424/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62,2-3=-2090,3-4=-150,5-6=-3S31.6-7=-3537, 7-8=-1437.8-16=-1255,2-15=-1384 BOT CHORD 14-1S=-121,13-14=3956,12-13=3989,11-12=3989,10-11=1429, 9-10=0 WEBS 3-14=340, 3-5=-1872,5-13=134,4-5=-187,5-11=-492, 6-11=-545, 7-11=2249, 7-10=-1071, 8-10=1873,2-14=2061,5-14=-2133 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss MH1-2 ' Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss. Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jut 26 12:29144 2005 Page 1 , -2-1-0 11-6-0 , 31-2-8 2-1-0 11-6-0 19-8-8 DRAG 200# PLF. Q.61 [TT 15 2x5 1 1 14 5x8= 13 1x411 12 3x4= 11 3x9 = 10 3x4- 9 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): 12:0-3-12.0-1-81, [5:0-2-0.0-3-01. [7:0-2-0.0-1-81.18:0-2-8.0-2-121.110:0-1-12.0-1-81. f14:0-4-0.0-1-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.88 BC 0.40 WB 0.93 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.04 13-14 >999 Vert(TL) -0.09 13-14 >986 Horz(TL) 0.02 16 n/a 1st LCLL Mini/dell = 360 PLATES GRIP M20 197/144 Weight: 145 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except' 2-152X6 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 4-1-4 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS IRowatmidpt 5-11,7-11,5-14 REACTIONS (Ib/size) 16=172/0-3-8,15=259/30-7-8,12=25/30-7-8,14=621/30-7-8,13=491/30-7-8,11=688/30-7-8,10=564/30-7-8,9=35/30-7-8 Max Horz l5=-305(load case 5), 14=2692(load case 6), 13=24(load case 1), 11=-2257(load case 5), 10=-1016(load case 5) Max Upliftl6=-446(load case 6), 15=-948(foad case 5) Max Grav I6=588(load case 5), 15=1186(load case 6), 12=51(load case 2), 14=621 (load case 1), 13=491 (load case 1), 11=688(load case 1). 10=564(load case 1), 9=70(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=121, 3-4=48, 5-6=32,6-7=29, 7-17=-21,8-17=-2,8-16=-172,2-15=-236 BOT CHORD 14-15=0,13-14=0,12-13=0,11-12=0,10-11=0.9-10=0 WEBS 3-14=-533, 3-5=42, 5-13=-357, 4-5=-195, 5-11=-34,6-11=-545. 7-11=-30, 7-10=-429,8-10=12,2-14=251, 5-14=-25 NOTES 1) This truss has been checked for unbalanced loading conditions. 2} All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-97, 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria, 7) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber |ncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=55.3, 3-4=55.3, 5-6—17.8, 6-7=-17.8, 7-17=-17.8, 8-17=-28.0,14-15=-20.0,13-14=-20.0, 12-13—20.0,11-12—20.0,10-11—20.0, 9-10=-20.0 Horz: 2-3=480.0, 3-4=480.0,5-6=3934.4, 6-7=3934.4. 7-17=3934.4 6) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniform Loads (plf) Vert:1-2=-28.0,2-3=-111.3,3-4=-111.3,5-6=-38.2,6-7=-38.2.7-17=-38.2,8-17=-28.0,14-15=-20.0,13-14=-20.0, 12-13=-20.0, 11-12—20.0, 10-11—20.0, 9-10=-20.0 Horz: 2-3=-480.0, 3-4—480.0. 5-6—3934.4,6-7=-3934.4, 7-17=-3934.4 Job E-1759 Truss MK1 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 11-6-0 4.0-32sFeb181999MiTeklndustries,lnc. TueJul26 12:29:482005 Page 1 31-2-8 , 11-6-0 19-8-8 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 3»-2r 4-1-12 7-4-4 6-10-0 7-2-0 5-1-S 0-7-0 Plate Offsets (X.Y): {4:0-4-8,0-3-0], [6:0-2-8,0-1-81, [7:0-3-0,0-2-12]. [9:(KM2.0-2-01. [10:0-3-8,0-1-81. [13:0-4-0.0-2-4^ LOADING (psO TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.78 BC 0.74 WB 0.92 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.60 8 >620 VertfTL) -1.21 8 >306 HorziTL) -0.04 15 n/a IstLCLLMin l/defl = 360 PLATES M20 M16 GRIP 197/144 176/121 Weight: 146 Ib BRACING TOP CHORD Sheathed or 2-4-2 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. 1 Row at midpt 2-4 2 Rows at 1/3 pts 4-13 WEBS LUMBER TOP CHORD 2X4 DF-N No.1/No.2 "Except* 4-72X4 DFNo.1&Btr BOT CHORD 2 X 4 DF No.1&Btr "Except* 8-112X4DF-N2400F2.0E WEBS 2X4 SPF Std 'Except' 7-15 2X4 DF-N No.1/No.2,6-10 2X4 DF-N No.1/No.2 7-92X4 DF-N No.1/No.2,1-14 2X6 DF-N No.1/No.2 1-13 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1353/0-3-8, 14=1342/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2318, 2-3=-1S3,4-5=-4158,5-6=-4164, 6-7=-2268, 7-15=-1353,1-14—1299 BOT CHORD 13-14=130,12-13=4460,11-12=4495,10-11=4495,9-10=2256,8-9=0 WEBS 2-13=428, 2-4=-2083,4-12=143,3-4=-186, 4-10=-366,5-10=-541,6-10=2032, 6-9=-1056. 7-9=2587,1-13=2022, 4-13=-2436 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing atjoint(s) 15 considers parallel to grain value using ANSt/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 • Truss MK11 ' Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana. CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Toe Jut 26 1229:49 2005 Page 1 12-10-0 6 3x4 = 1x4 2-11-8 8-1-8 12-3-0 J2-K 2-11-8 5-2-0 4-1-8 0-7-0 Plate Offsets (X.Y): [4:0-2-8.0-2-121. 18:0-0-8.0-1-121 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.45 BC 0.84 WB 0.43 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.30 5 >505 VertfTL) -0.60 5 >250 Horz(TL) -0.00 9 n/a 1st LC LL Min l/def) = 360 PLATES GRIP M20 197/144 Weight: 58 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4OF-NNo.1/No.2 WEBS 2X4SPFStd REACTIONS (Ib/stze) 9*550/0-3-8,8=545/0-3-8 FORCES (Ib) - First Load Case Onty TOP CHORD 1-2=-490,2-3=-496, 3-4=-651, 4-9=-550,1-8—501 BOT CHORD 7-8=18,6-7=642,5-6=0 WEBS 1-7=625, 2-7=-300,3-7=-178,3-6=-268, 4-6=777 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOio. 4) Bearing atjoint(s) 9 considers parallel to grain value using ANSI/TPl 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) This truss has been designed with ANSI/TPl 1-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss toK1-2 ' Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jui 26 12:2950 2005 Page 1 3-3-0 7-11-0 , 22-11-8 3-3-0 4-8-0 15-0-8 5x5= 3x4 = 3-3-0 10-1-0 17-3-0 22-4-8 3-3-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): 12:0-2-8.0-1-121. 13:0-2-4.0-2-121. [8:0-2-8.0-2-121. [10:0-1-12.0-1-81 LOADING (pst) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress fncr YES Code UBC97/ANSI95 CSI TC 0.80 BC 0.96 WB 0.57 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.66 9 >411 Vert(TL) -1.33 9 >204 HorzfTL) -0.02 15 n/a IstLCLtMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 124 Ib '.UMBER 'OP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except" 9-122X4DFNo.1ABtr WEBS 2 X 4 SPF Std -Except* 8-10 2X4 DF-N No.1/No.2 REACTIONS Ob/size) 15=996/0-3-8,14=990/0-3-8 BRACING TOP CHORD Sheathed or 3-2-13 on center purlin spacing, except end verticals. Except: 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracng. Except: 6-0-0 on center bracing: 9-10. FORCES (Ib) - First Load Case Only TOP CHORD 1-2=67,3-4=-2349,4-6=-2327, 6-7=-2344, 7-8=-1621.8-15=-996,1-14=-51,2-5=0 BOT CHORD 13-14=1365,12-13=1365,11-12=1365,10-11=1608,9-10=0 WEBS 1-3—18, 3-13=131, 2-3=-346, 3-11=1009, 6-11=-489, 7-11=774,7-10—693, 8-10=1845.3-14—1649, 4-5=-123, 2-4=19 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss MK-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fonlana, CA 92335 , -2-1-0 , 11-6-0 4.0-32 s Feb 18 1999 MJTek Industries, Inc. Tue Jul 2612:29:51 2005 Page 1 31-2-8 , 2-1-0 11-6-0 19-8-8 DRAG 300# PLF. 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [2:edge,0-8-81. [5:0-4-0,0-3-01.17:0-2-4.0-2-01. [8:0-2-8.0-2-121. [10:0-2-0.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.88 BC 0.40 WB 0.97 (Matrix) DEFL (in) (loc) L'defl Vert(LL) -0.04 13-14 >999 Vert(TL) -0.09 13-14 >986 Horz(TL) 0.03 16 n/a IstLCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 146 Ib LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std *Except" 2-15 2X6 OF-N No.1/No.2, 2-14 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-2-6 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Rowat midpt 5-11, 7-11, 8-10,5-14 REACTIONS (Ib/size) 16=172/0-3-8,15=267/30-7-8,12=26/30-7-8,14=612/30-7-8,13=491/30-7-8,11=689/30-7-8,10=564/30-7-8,9=35/30-7-8 Max Horz 15=-346(load case 5), 14=4124(load case 6). 13=26{load case 6), 11=-3319(load case 5). 10=-1512(toad case 5) Max Uplift16=-699(load case 6), 15=-1551(load case 5) Max Grav16=S41(load case 5), 15=1796(load case 6), 12=51 (load case 2), 14=612{load case 1), 13=491 (load case 1), 11=689(load case 1), 10=564<load case 1),9=70(loadcase2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62,2-3=107.3-4=48,5-6=29, 6-7=26, 7-17=-22, 8-17=-3,8-16—172,2-15=-244 BOT CHORD 14-15=0,13-14=0, 12-13=0,11-12=0,10-11=0, 9-10=0 WEBS 3-14=-527,3-5=29, 5-13=-357,4-5=-195,5-11=-40, 6-11-545,7-11=-28. 7-10=-430, 8-10=13, 2-14=270,5-14=-20 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber tncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=97.0,3-4=97.0,5-6=-12.7,6-7=-12.7, 7-17=-12.7, 8-17=-28.0,14-15=-20.0,13-14=-20.0, 12-13—20.0,11-12=-20.0,10-11=-20.0,9-10—20.0 Horz: 2-3=720.0,3-4=720.0,5-6=5901.6, 6-7=5901.6, 7-17=5901.6 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=-153.0, 3-4=-153.0,5-6=-43.2, 6-7=-43.2, 7-17=-43.2, 8-17=-28.0,14-15=-20.0,13-14=-20.0, 12-13—20.0,11-12—20.0,10-11=-20.0, 9-10=-20.0 Horz: 2-3=-720.0,3-4=-720.0, 5-6=-5901.6, 6-7=-5901.6, 7-17=-5901.6 Job E-1759. Truss ML Truss Type MONO CAL HIP Universal Truss, Inc., Font ana, CA 92335 , 7-11-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jd 26 12:29:52 2005 Page 1 22-11-0 7-11-0 15-0-0 5.00 pl2~ 5x7 3x5-3x5= 7-11-0 14-9-0 19-11-0 22-4-0 22-11r 7-11-Q 6-10-0 5-2-0 2-5-0 0-7-0 Plate Offsets (X.Y): 0:0-3-0.0-1-8]. 13:0-2-1 2.edoel. [5:0-2-0.0-1-81. [6:0-2-8.0-2-121. [8:0-2-4.0-1-81. [9:0-2-12.0-1-81. [12:0-2-4.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.92 BC 0.78 WB 0.74 (Matrix) DEFL (in) (l°c) l/defl Vert(LL) -0.11 9-11 >999 Vert(TL) -0.27 9-11 >994 Horz(TL) -0.01 13 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 112 Ib TOP CHORD 2X4 DF-N No.1/No.2 60TCHORD 2X4QF-NNo.1/Na.2 WEBS 2 X 4 SPF Std 'Except* 1-12 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=988/0-3-8,12=984/0-3-8 TOP CHORD Sheathed or 3-1-4 on center purlin spacing, except end verticals. 8OT CHORD Rigid ceifing directly applied or 10-0-0 on center bracing. Except; 6-0-0 on center bracing: 7-8. WEBS 2 Rows at 1/3 pts 1-12,3-12 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=30, 3-4—1996,4-5=-2000, 5-6=-839, 6-13=-988,1-12=>-332 BOT CHORD 11-12=2110,10-11=2123.9-10=2123,8-9=835.7-8=0 WEBS 1-3=-246, 3-11=129.2-3=-193.3-9=-145.4-9=-496,5-9=1329,5-8=-811, 6-8=1237, 3-12=-1922 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPI1-1995 criteria. LOADCASE(S) Standard Job E-1759, Truss ML1 ' Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 • -2-6-0 , 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Mon Sep 12 12:4729 2005 Page 1 26-6-0 2-6-0 11-6-0 15-0-0 1x4 5.00fl2~ 2x4 4-1-12 11-6-0 18-4-0 23-6-0 25-11-0 2i 4-1-12 7-4-4 6-10-0 5-2-0 2-5-0 0-7-0 Plate Offsets (X,Y): [2:0-3-0.0-1-8], [5:0-2-12,0-3-01. [7:0-2-8.0-2-01. [8:0-2-8.0-2-121, [10:0-1-12.0-2-01. [11:0-3-4,0-2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.80 BC 0.83 WB 0.92 (Matrix) DEFL On) (toe) l/defl Vert(LL) -0.1611-13 >999 Vert(TL) -0.3711-13 >845 HorzfTl) -0-02 16 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 130 Ib UMBER OP CHORD 2X4DF-NNo.1/No.2 -EOTCHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std 'Except* 2-15 2X6 DF-N No.1/No.2, 2-14 2X4 DF-N No.1/No.2 REACTIONS Ob/size) 16=1132/0-3-8,15=1338/0-3-8 BRACING TOP CHORD Sheathed or 2-8-3 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 3-5, 5-14 FORCES (Ib) • First Load Case Only TOP CHORD 1-2=73, 2-3=-1841, 3-4=-144,5-6=-2407, 6-7=-2411, 7-8=-964, 8-16=-1132, 2-15—1294 BOT CHORD 14-15=-214,13-14=3000,12-13=3017,11-12=3017,10-11=960,9-10=0 WEBS 3-14=189, 3-5=-1647,5-13=145,4-5=-190, 5-11=-657,6-11=-497, 7-11=1658, 7-10=-947,8-10=1423, 2-14=1922, 5-14=-1389 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPI1-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss "ML2 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 , 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1229:54 2005 Page 1 26-6-0 , 11-6-0 15-0-0 5.00 nr 3x7 2x4 4-1-12 11-6-0 18-4-0 23-6-0 25-11-0 2) 4-1-12 7-4-4 6-10-0 5-2-0 2-5-0 0-7-0 Plate Offsets (X,Y): [4:0-4-0.edael. f6:0-2-8.0-2-01. {7:0-2-8.0-2-121. [9:0-1-12.0-1-121. f 10:0-3-4.0-2-01. [13:0-4-0.0-2-121 LOADING (psf) TCLL 20.0 TCDL 14.0 8CLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 ,25 Rep Stress Incr YES Code UBC97/ANS195 CSI TC 0.81 BC 0,84 WB 0.93 (Matrix) DEFL (in) (loc) I/dell Vert(LL) -0.16 10-12 >999 VertfTL) -0.38 10-12 >831 Horz(TL) -0.02 15 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 126 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except' 1-142X6 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1142/0-3-8.14=1138/0-3-8 BRACING TOP CHORD Sheathed or 2-7-13 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. WEBS IRowatmtdpt 2-4,4-13 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1942,2-3=-144.4-5=-2436, 5-6-=-2440,6-7=-973, 7-15=-1142,1-14=-1092 BOT CHORD 13-14=147,12-13=3062,11-12=3080,10-11=3080,9-10=969,8-9=0 WEBS 2-13=224,2-4=-1741, 4-12=145, 3-4=-190,4-10=-693,5-10=-497.6-10=1681, 6-9=-957, 7-9=1436,1-13=1651, 4-13=-1356 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss ML-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , 7-11-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:55 2005 Page 1 22-11-0 7-11-0 5.00 H2~ 1x411 2 15-0-0 DRAG 300# PLF. 0.61 fl2~ 6x6 3x9=1x411 3x4=4x9=4x4= 7-11-0 14-9-0 19-11-0 22-4-0 7-11-0 6-10-0 5-2-0 2-5-0 0-7-0 PlaleQffsels (X,Y): [1:0-2-12,0-2-41. [3:0-3-12.edgeI, [5:0-1-12.0-2-01, [6:0-2-8,0-2-121. [8:0-1-12,0-1-81 [9:0-3-0,0-1-8}. 112:0-2-12,0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 1.00 BC 0.45 WB 0.90 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.0611-12 >999 Vert(TL) -0.1011-12 >884 Hor2(TL) 0.02 13 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 114 Ib '.UMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except' 1-32X4 DF-N No.1/No.2, 3-92X4 DF-N No.1/No.2 1-12 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 2-3-O on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 1-3, 3-9,5-9,3-12 REACTIONS (Ib/size) 13=114/0-3-8.12=389/22-4-0,10=47/22-4-0,11=469/22-4-0,9=644/22-4-0,8=301/22-4-0, 7=8/22-4-0 Max Horz 12=1729(load case 6), 11=34(foad case 6), 9=-3890(1 oad case 5), 8=-1164{load case 5) Max Uplift13=-1154(load case 6), 12=-1190(load case 5), 11=-168(load case 5), 8=-302(load case 5) MaxGrav13=1252(loadcase5),12=1597(loadcase6),10=83(load case 2), 11=714(load case6), 9=644(ioad case 1), 8=657(load caseS), 7=17(loadcase2) FORCES (ib) - First Load Case Only TOP CHORD 1-2=49, 3-4=-42,4-5=-46, 5-14=-37. 6-14=-28, 6-13=-114,1-12=-322 BOT CHORD 11-12=0,10-11=0, 9-10=0, 8-9=0. 7-8=0 WEBS 1-3=-235, 3-11=-342, 2-3=-203,3-9=-185,4-9=-500, 5-9=4, 5-8=-243, 6-8=46, 3-12=59 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=97.0, 3-4=-12.7,4-5=-12.7,5-14=-12.7,6-14=-28.0,11-12=-20.0,10-11=-20.0.9-10=-20.0, 8-9=-20.0, 7-8=-20.0 Horz: 1-2=720.0, 3-4=5901.6,4-5=5901.6, 5-14=5901.6 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-153.0, 3-4=-43.2,4-5=-43.2, 5-14=-43.2, 6-14=-28,0,11-12=-20.0,10-11=-20.0, 9-10=-20.0, 8-9=-20.0, 7-8=-20.0 Horz:1-2=-720.0,3-4=-5901.6,4-5=-5901.6,5-14=-5901.6 Job E-1759- Truss ML2-2 ' Truss Type MONO CAL HIP Oty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:29:56 2005 Page 1 , 11-6-0 . 26-6-0 11-6-0 1x4|l 3 5.00 15-0-0 DRAG 300# PLF. 0.61 [iT 4x6 2x611 4x9=1x411 3x4-3x12=4x4: 4-1-12 11-6-0 18-4-0 23-6-0 25-11-0 2 4-1-12 7-4-4 6-10-0 5-2-0 2-5-0 0-7-0 Plate Offsets (X.Y): f1:0-2-12.0-2-Ol. f4:0-2-12.edflel. [6:0-2-8.0-1-81. {7:0-2-8,0-2-121, 19:0-1-12.0-1-121. [13:0-3-4.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14,0 BCLL 0,0 BCDL 10,0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 cst TC 0.84 BC 0.37 WB 0.81 (Matrix) DEFL Cm) <l°e) l/defl Vert(LL) -0.04 12-13 >999 Vert(TL) -0.09 12-13 >975 HorzfTL) 0.02 15 n/a 1st LC LL Min I/den = 360 PLATES GRIP M20 197/144 Weight: 126 Ib '.UMBER TOP CHORD 2X4DF-NNo.1/No.2 BOTCHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std "Except* 1-14 2X6 DF-N No.1/No.2,1-13 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-3-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 4-10, 6-10,4-13 REACTIONS (Ib/size) 15=96/0-3-8,14=83/25-11-0.11=44/25-11-0,13=632/25-11-0,12=490/25-11-0,10=619/25-11-0, 9=308/25-11-0, 8=8/25-11-0 Max Horz 14=-237(load case 5), 13=3733(load case 6), 12=22(load case 1), 10=-2699(load case 5), 9=-1052(load case 5) Max Uplift15=-1055(load case 6), 14=-1563(load case 5), 10=-11(load case 5), 9=-259(load case 5) MaxGrav15=1135(loadcase5),14=1656(loadcase6), 11=87(load case 2), 13=632(load case 1), 12=490(load case 1), 10=622(loadcase6), 9=6200oad case 6),8=17(loadcase2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=60, 2-3=47.4-5=20, 5-6=12,6-16—20, 7-16—11. 7-15—96,1-14=-61 . BOT CHORD 13-14=0,12-13=0,11-12=0,10-11=0.9-10=0,8-9=0 WEBS 2-13=-513,2-4=-16,4-12=-358.3-*=-195,4-10=-65. 5-10=-500, 6-10=-22, 6-9=-231, 7-9=21,1-13=68, 4-13=-10 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B. UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) Bearing at jointfs) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5. 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD cXsE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniform Loads (pit) Vert: 1-2=97.0, 2-3=97.0,4-5=-12.7,5-6=-12.7, 6-16=-12.7, 7-16=-28.0,13-14=-20.0,12-13=-20.0.11-12=-20.0, 10-11=-20.0,9-10=-20.0, 8-9=-20.0 Horz: 1-2=720.0,2-3=720.0, 4-5=5901.6.5-6=5901.6.6-16=5901.6 6) User defined: Lumber Jncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—153.0, 2-3—153.0,4-5=-43.2,5-6=-43.2,6-16=-43.2. 7-16=-28.0.13-14=-20,0.12-13=-20.0,11-12—20.0, 10-11=-20.0,9-10=-20.0.8-9=-20.0 Horz: 1-2=-72Q.0,2-3=-720.0,4-5=-5901.6,5-6=-59Q1.6,6-16—5901.6 Job E-1759- Truss MM Truss Type MONO CAL HIP Qty 1 Ply 2 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612:2957 2005 Page 1 -2-1-0 7-11-11 12-1-11 16-9-6 21-5-1 26-6-0 2-1-0 7-11-11 4-2-0 4-7-11 4-7-11 5-0-15 6x8 3-7-7 7-6-0 12-1-11 16-9-6 21-5-1 26-2-8 3-7-7 3-10-9 4-7-11 4-7-11 4-7-11 4-9-7 0-3-8 Plate Offsets fX.Yl: [2:0-0-0.0-4-31, [9:0-3-8.0-2-01. [11:0-1-12.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.91 BC 0.73 WB 0.42 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.09 14 >999 Vert(TL) -0.21 14 >999 Hofz(TL) -0.02 9 n/a IstLCLLMtn l/defl = 360 PLATES GRIP M20 197/144 Weight: 305 !b BRACING TOPCHORD Sheathed or 3-10-11 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. .UMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X6 DF-N No.1/No.2 WEBS 2 X 4 SPF Std "Except* 6-15 2X4 DF-N No.1/No.2, 7-14 2X4 DF-N No.1/No.2 8-12 2 X 4 DF-N No.1/No.2, 9-112X4 DF-N No.1/No.2 OTHERS 2X4 SPF Std SLIDER Left 2 X 6 DF-N No.1/No.2 1-9-0 REACTIONS (Ib/size) 9=2875/0-3-8, 2=2765/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24,2-3=-4428,3-4=-4394,4-5—5061, 5-18=-4721,18-19=-4721,6-19=-4721, 6-7=-5532, 7-8=-5035,8-9=-3309 BOT CHORD 2-16=3879,15-16=3879,15-20=5532.20-21=5532.14-21=5532.13-14=5035.12-13=5035,11-12=3309,11-22=4,10-22=4 WEBS 10-17=102, 9-17=101, 4-16=-250,4-15=974,5-15=518, 6-15—1023, 6-14—185,7-14=626, 7-12—1106, 8-12=2175,8-11—2207,9-11=4117 NOTES 1)2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-5-0 on center. Bottom chords connected with 2 row(s) at 0-9-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) Except as shown below, special connections) required to support concentrated load(s). Design of connection^) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 9) This truss has been designed with ANSI/TPt 1-1995 criteria. LOADCASEjS) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (ptf) Vert: 1-2=-68.0, 2-3=-68.0,3-4=-68.0,4-5=-68.0,5-18=-68.0,18-19—165.0, 6-19=-165.0,6-7—165.0, 7-8—165.0, 8-9—165.0, 2-16=-48.5,15-16—48.5,15-20=-48.5.20-21=-48.5,14-21=-48.5,13-14=-48.5,12-13=-48.5,11-12=-48.5, 11-22=-48.5,10-22=-48.5 Concentrated Loads (Ib) Vert: 18=-680 Job E-1759 ' Truss MM1 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 -2-1-0 - 4-4-7 . 9-5-11 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1229:58 2005 Page 1 14-8-4 , 20-4-8 26-6-0 . 29-7-8 2-1-0 4-4-7 5-1-4 5-2-9 5-8-4 6-1-8 3-1-8 4x5 9-0-0 14-8-4 20-4-8 26-2-8 9-0-0 5-8-4 5-8-4 5-10-0 0-3-8 Rale Offsets (X,Y): [3:0-1-8.0-2-01 [8:0-3-8,0-2-01. [11:0-1-12.0-1-121. [15:0-1-12.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.99 BC 0.93 WB 0.86 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.11 14-15 >999 Vert(TL) 0.41 8-9 >100 HorzfTL) 0.00 8 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 133 Ib BRACING TOP CHORD Sheathed or 3-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std 'Except* 2-152X4 DF-N No.1/No.2 OTHERS 2X4 SPF Sid REACTIONS (Ib/size) 8=1397/0-3-8, 15=1316/0-3-8 Max Grav 15=1324(!oad case 3) FORCES Ob) - First Load Case Only TOP CHORD 1-2=60, 2-3*-347,3-4=-1802,4-17—1625,5-17=-1625, 5-«=-1741,6-7—1197, 7-8—1197, 8-9=0,2-15—433 BOT CHORD 14-15=1606,13-14=1741, 12-13=1197,11-12=1197,10-11=2 WEBS 10-16=46, 8-16=46, 3-14=29, 4-14=219, 5-14=-145, 5-13—309, 6-13=680, 6-11=-743, 8-11=1481, 3-15—1558 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connections) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 8) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease= 1.00 Uniforrn Loads (pit) Vert: 1-2—68.0, Z-S^-eS.O, 3-4=-68.0, 4-17=-68.0, 5-17=-68.0, 5-6—68.0, 6-7—68.0, 7-8=-68.0, 8-9=-68.0, 14-15=-20.0,13-14=-20.0,12-13=-20.0,11-12=-20.0, 10-11=-20.0 Concentrated Loads (Ib) Vert:17=-34 Job E-1759 Truss MM2 ' Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 -2-1-0 4-4-7 , 11-6-0 Qty 1 14-8-4 Ply 1 LA COSTA GLEN/TOM 4.0-32 sFeb 18 1999 MiTek Industries. Inc. Tue Jul 26 122959 2005 Pagel 20-4-8 , 26-8-0 , 29-7-8 2-1-0 4-4-7 7-1-9 3-2-4 5-8-4 6-1-8 3-1-8 4x5- 1x41! 5.00 9-0-0 14-8-4 20-4-S 26-2-8 9-0-0 5-8-4 5-8-4 5-10-0 0-3-3 Plate Offsets fX.Yl: (3:0-1-8,0-2-01, f5:0-2-8,0-2-41. [12:0-3-0.0-2-81. [15:0-1-12.0-1-12], [19:0-1-12.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CS[ TC 0.99 BC 0.93 WB O.S7 (Matrix) DEFL (in) (loc) l/defl VertfLL) -0.11 18-19 >999 Vert(TL) -0.23 18-19 >999 HoizfTL) 0.00 12 nte 1st LCLLMin 1/defl = 360 PLATES GRIP M20 197/144 Weight: 159 Ib BRACING TOP CHORD Sheathed or 2-8-15 on center purlin spacing, except end verticals. Except: 2-5-0 on center bracing: 4-12 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 2-192X4 DF-N No.1/No.2 OTHERS 2X4 SPF Std REACTIONS (Ib/size) 12=1377/0-3-8,19=1301/0-3-8 Max Grav 19=1310(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=60, 2-3=-356,3~4=-1779.4-5=15,4-6=-1563,6-7=-1611.7-9=-1696, 9-10=-1696.10-12—1232,2-19=-441,5-8=0,8-11=0.11-13=0 BOT CHORD 18-19=1575,17-18=1696.16-17=1232,15-16=1232,14-15=3 WEBS 14-20*46,12-20=46,3-18=47,4-18=188, 7-18=-107, 7-17=-249,10-17=580,10-15=-746,12-15=1509, 3-19=-1514,11-12=-4S1,8-9=-511,5-6=^376 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconciment with any other live loads per Table No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANS1/TP11-1995 criteria. LOAOCASE(S) Standard Job E-1759. Truss MM3 Truss Type MONO CAL HIP Qty [Ply LA COSTA GLENfTOM Universal Truss, Inc., Font ana, CA 92335 -2-1-0 4-4-7 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Sep 1315:06:51 2005 Page 1 7-9-0 , 2-1-0 4-4-7 3-4-9 1.5x4 3x4 =3x4= 7-9-0 7-9-0 Plate Offsets (X.Y): [3:0-1-12,0-2-0], 14:0-0-8.0-2-0]. 15:0^1-12,0-1^116:0-1-8,0-1^8] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.68 BC 0.50 WB 0.40 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.06 5-6 >999 Vert(TL) -0,11 5-6 >823 HorzfTL) 0.00 5 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 39 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, excepl end verticals. BOT CHORD Rigid ceiling directfy applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4DF-NNo.1JNo.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 2-6 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 5=304/0-3-8.6=507/0-3-8 Max Horz 6=-895(load case 3) Max Upltft6=-201(load case 3) Max Grav6=707(load case 4) FORCES (tb) - First Load Case Only TOP CHORD 1-2=60, 2-3=-134,3-4=-78.4-5=-95,2-6=-337 BOT CHORD 5-6=227 WEBS 3-5—243,3-6—182 NOTES 1) All plates are M2Q plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. 4) Load case(s) 3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2—28.0. 2-3=22.0,3-4=22.0, 5-6=-20.0 Horz: 2-3=288.0, 3-4=288.0 4) User defined: Lumber lncrease=1.33, Plate Increased .06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=-78.0, 3-4=-78.0, 5-6=-20.0 Horz: 2-3=-288.0, 3-4=-288.0 Job 551759. Truss MN-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 . 3.3-0 ,11-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Sep 2014:17*5 2005 Page 1 22-11-8 , 3-3-0 8-0-0 11-8-8 5x6 = 5x7— 3-3-0 10-1-0 17-3-0 22-4-8 22-11r 3-3-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.YV. [1:0-1-12.0-1-81. (2:0-3-8.0-2-81.13:0-2-4.0-2-121.18:0-3-0.0-2-121. {10:0-2-8.0-2-01. [14:0-2-4.0-1-81 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Irtcr YES Code UBC97/ANSI95 CSI TC 0.88 BC 0.95 WB 0.99 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.66 9 >409 VertCTL) -1.34 9 >202 HorzfTL) -0.01 15 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 135 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 SOT CHORD 2X4 DF-N No.1/No.2 'Except* 9-12 2X4 DFNo.1&Btr WEBS 2X4 SPF Std 'Except* 1-14 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 15=990/0-3-8.14=989/0-3-8 BRACING TOP CHORD Sheathed or 2-8-8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 9-10. WEBS 1 Row at midpt 2-6 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-131, 3-4=-1971,4-6=-2000, 6-7=-2117, 7-8=-l542, 8-15=-990,1-14=-109,2-5=0 BOT CHORD 13-14=1228,12-13=1227,11-12=1227,10-11=1523,9-10=0 WEBS 1-3=198,3-13=136, 2-3=-478,3-11=921, 4-11=-427, 7-11=635, 7-10=-735,8-10=1792, 3-14=-1529, 5-6=-215, 2-6—146 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, U0C-97, 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle lo grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TPI1-1995 criteria. LOAD CASE(S) Standard Job E-1759- Truss MN Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universa! Truss, Inc., Fontana.CA 92335 4.0-32 sFeb 18 1999 MiTek industries, (no. Tue Jul 26 12:3(M» 2005 Pagel I 11-6-0 I 31-2-8 11-6-0 19-8-8 DRAG 300# PLF. 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [1:0-4-11.0-2-131, f4:0-3-8.0-3-41, f6:0-1 -12. 0-1-81. [7:0-2-8,0-2-1 21, [9:0-2-0.0-1-81. [10:0-1-12.0-1-81. [12:0-0-8.0-2-41. [13:0-3-0.0-1-81 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0,0 BCDL 10.0 SPACING 2-0-0 Pistes Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANS195 CSI TC 0.90 BC 0.81 WB 0.84 (Matrix) DEFL (in) (loc) 1/defl Vert(LL) -0.59 8 >398 Vert(TL) -1.20 8 >198 Horz{TL) -0.08 15 n/a 1st LC LL Win 1/defl = 360 PLATES GRIP M20 197/144 Weight: 147 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 2-9-14 on center bracing. WEBS 1 Row at midpt 6-10.4-13 LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 "Except* 8-112X4 DF-N 2400F 2.0E WEBS 2X4 SPF Std 'Except' 4-10 2X4 DF-N No.1/No.2.1-14 2X6 DF-N No.1/No.2 1-13 2X4 DF-N No.1/No.2, 4-13 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=790/0-3-8.14=-52/14-0-0,13=632/14-0-0,12=1325/14-0-0 Max Horz 14=-273(load case 5), 13=-5723(load case 5), 12=3773(load case 6) Max Uplift14=-1872(load case 5) Max Grav 15=797(load case 5). 14=1825(load case 6). 13=632(load case 1), 12=1325(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=313, 2-3=50, 4-5=-1270,5-6=-1279, 6-16=-1138, 7-16—1112, 7-15—790,1-14=78 BOT CHORD 13-14=0.12-13=0,11-12=-575,10-11=-575, 9-10=1121.8-9=0 WEBS 2-13=-617, 2-4=214,4-12=-1158, 3-4=-196,4-10=1920, 5-10=-542,6-10=149,6-9=-485, 7-9=1319,1-13*-161, 4-13=461 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Alt plates are M20 plates unless otherwise indicated. 3) This truss has been designed (or a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing atjoinl(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSi/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this'truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Pfate Increase55! .06 Uniform Loads (pit) Vert: 1-2=97.0,2-3=97.0,4-5=-7.7, 5-6=-7.7, 6-16—7.7, 7-16=-28.0,13-14=-20.0,12-13=-20.0,11-12—20.0, 10-11—20.0,9-10—20.0,8-9—20.0 Horz: 1-2=720.0, 2-3=720.0, 4-5=4444.4,5-6=4444.4,6-16=4444,4 6) User defined: Lumber lncrease=1.33, Plate Increase= 1,06 Uniform Loads (pit) Vert: 1-2=-153.0,2-3=-153.0,4-5—48.2,5-6—48.2,6-16=-48.2,7-16=-28.0,13-14—20.0,12-13—20,0,11-12=-20,0, 10-11—20.0, 9-10—20.0,8-9—20.0 Horz: 1-2=-720.0, 2-3=-720.0,4-5=-4444.4, 5-6—4444-4,6-16=-4444.4 Job E-1759- Truss MN1 ' Truss Type MONO CAL HIP Qty 1 Ply —\ 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries. Inc. Tue Jul 26 12:30:01 2005 Page 1 I 11-6-0 , 31-2-8 11-6-0 19-8-8 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2r 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [4:0-4-4.0-3-01, [6:0-2-8.0-1-81, [7:0-3-0.0-2-121. [9:0-1-12.0-2-01. [10:0-3-8.0-1-81. [13:0-4-0.0-2-41 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10,0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CS1 TC 0.75 BC 0.73 WB 0.92 (Matrix) DEFL fin) (loc) Wdefl Vert(LL) -0.60 8 >622 Vert(TL) -1.20 8 >308 Horz(TL) -0.04 15 n/a 1stLCLLMinl/defl = 360 PtATES GRIP M20 197/144 M16 176/121 Weight: 148 Ib BRACING TOP CHORD Sheathed or 2-5-3 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. 1 Row at midpt 2-4 2 Rows at 1/3 pts 4-13 WEBS '.UMBER TOP CHORD 2X4 DF-N No.1/No.2 "Except* 4-72X4DFNo.1ABtr BOT CHORD 2X4DFNo.1&Btr "Except* 8-11 2X4 DF-N 2400F2.0E WEBS 2 X 4 SPF Std -Except' 7-15 2X4 DF-N No.1/No.2, 6-10 2X4 DF-N No.1/No.2 7-92X4 DF-N No.1/No.2,1-14 2X6 DF-N No.1/No.2 1-132X4 DF-N No.1/No.2 REACTIONS (Ib/srze) 15=1351/0-3-8,14=1343/0-3-8 FORCES (It)) - First Load Case Only TOP CHORD 1-2—2321,2-3=-153,4-5=-3995,5-6=-4Q03,6-7—2118,7-15—1351,1-14=-1301 BOT CHORD 13-14=129, 12-13=4467,11-12=4502,10-11=4502.9-10=2101, 8-9=0 WEBS 2-13=429, 2-4=-2085, 4-12=141, 3-4=-186,4-10=-551,5-10=-539,6-10=2040.6-9=-1Q92, 7-9=2472,1-13=2026, 4-13=-2441 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Ml plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed wilh ANSVTP11-1995 criteria. LOADCASE(S) Standard Job E-1759 ' Truss MN1-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:30:02 2005 Page 1 11-6-0 , 31-2-8 11-6-0 1x4 11 3 19-8-8 DRAG300#Pl_F. 0.81 (12~ 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-; 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets fX.Y): [1 :0-3-4 .0-2-4?. [4:0-4-8.0-3-41. [6:0-2-8.0-2-01 [7:0-2-12.0-2-121. [9:0-2-0.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.88 BC 0.40 WB 0.98 (Matrix) DEFL (in) (loc) 1/defl Vert(LL) -0.04 12-13 >999 VertOl) -0.09 12-13 >987 Horz(TL) 0.03 15 n/a 1st LC LL Min l/defl = 360 PLATES GRJP M20 197/144 Weight: 144 Ib l.UHBER TOP CHORD 2X4DF-NNo.1/No.2 EOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std "Except* 1-14 2X6 DF-N No.1/No.2,1-13 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-2-3 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 4-10, 6-10, 7-9,4-13 REACTIONS (Ib/size) 15=170/0-3-8,14=82f30-7-8,11=26/30-7-8,13=629/30-7-8,12=492/30-7-8,10=694/30-7-8,9=567/30-7-8,8=35/30-7-8 Max Horz 14=-246(load case 5), 13=4061 (load case 6), 12=29(load case 6), 10=-3339{load case 5). 9=-1471{load case 5) Max Uplift 15=-740(load case 6), 14=-1633{load case 5) Max Grav15=880(load case 5). 14=1725(foad case 6), 11=51(load case 2), 13=629(load case 1), 12=510(load case 6), 10=694(load case 1), 9=595(load case 6), 8=70(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=61, 2-3=48,4-5=28. 5-6=24,6-16=-29, 7-16=-3, 7-15=-170,1-14=-61 BOT CHORD 13-14=0,12-13=0,11-12=0,10-11=0,9-10=0,8-9*0 WEBS 2-13=-512, 2-4=-16, 4-12=-357,3-4=-195.4-10=-61,5-10=-544,6-10=-25, 6-9=-435, 7-9=17,1-13=67.4-13=-1 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shail not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSi/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CrtSE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=97.0, 2-3=97.0, 4-5=-7.7, 5-6=-7.7, 6-16=-7.7,7-16=-28.0,13-14=-20.0,12-13=-20.0,11-12=-20.0, 10-11—20.0,9-10—20.0,8-9—20.0 Horz: 1-2=720.0, 2-3=720.0, 4-5=4444.4, 5-6=4444.4, 6-16=4444.4 6) User defined: Lumber Increase25! .33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-153.0. 2-3—153.0,4-5=-48.2,5-6=-48.2, 6-16=-48.2, 7-16=-28.0,13-14=-20.0,12-13=-20.0,11-12—20.0, 1Q-11=-20.0,9-10=-20.0,8-9=-20.0 Horz: 1-2—720.0,2-3=-720.Q, 4-5=-4444.4,5-G—4444.4,6-16=-4444.4 Job E-1759. Truss MN2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM- Unrversal Truss, Inc., Fontana, CA 92335 L-2-1-Q i 11-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jut 2612:30:03 2005 Page 1 31-2-8 , 2-1-0 11-6-0 5.00 fi2~ 19-8-8 0.81 fl2~ 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2r 4-1-12 7-4-4 6-10-0 7-2-0 5-1-S 0-7-0 Plate Offsets (X.Y): [5:0-4-12.0-3-01. [7:0-2-8.0-1-81.18:0-3-0.0-2-121. f 10:0-1 -12.0-1 -81. [11:0-3-8.0-1-81. [14:0-4-0,0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.75 BC 0.73 WB 0.89 (Matrix) DEFL (in) Coc) l/defl Vert(LL) -0.60 9 >622 VertfTL) -1.20 9 >308 Horz(TL) -0.04 16 n/a IstLCLLMin I/deft = 360 PLATES M20 M16 GRIP 197*144 176/121 Weight: 151 Ib BRACING TOP CHORD Sheathed or 2-5-6 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 3-5 2 Rows at 1/3 pts 5-14 '.UMBER TOP CHORD 2X4 DF-N No.1/No.2 "Except" 5-82X4DFNo.1&Btr BOT CHORD 2 X 4 DF No.1&Btr 'Except* 9-122X4DF-N2400F2.0E WEBS 2X4 SPF Std 'Except" 8-16 2X4 DF-N No.1/No.2, 7-112X4 DF-N No.1/No.2 8-10 2X4 DF-N No.1/No.2, 2-15 2X6 DF-N No.1/No.2 2-142X4DF-NNo.1/No.2 REACTIONS (Ib/size) 16=1345/0-3-8,15=1511/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-2244, 3-4=-152, 5-6=-3964,6-7=-3973,7-8=-2107, 8-16=-1345, 2-15=-l466 BOT CHORD 14-15--101,13-14=4411,12-13=4446,11-12=4446,10-11=2090,9-10=0 WEBS 3-14=403, 3-5=-2013.5-13=141, 4-5=-187,5-11=-524,6-11=-539, 7-11=2019, 7-10=-1086,8-10=2459.2-14=2185, 5-14=-2459 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SQOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPl 1-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss MN2-2 ' Trass Type MONO CAL HIP Qly 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 i 11 -&-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1230:05 2005 Page 1 31-2-8 , 2-1-0 11-6-0 1x4 4. 19-8-8 DRAG300#PLF. 0.81 [TF 4-1-12 11-6-0 18-4-0 25-6-0 30-7-6 31-2r 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets OOP: f2:edge.O-8-81.15:0-4-8.0-3-41. [7:0-2-8.0-2-01. f8:0-2-12.0-2-121.110:0-2-0.0-2-01 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.88 BC 0.40 WB 0.98 (Matrix) DEFL (in) (be) I/dell Vert(LL) -0.04 13-14 >999 VertfTL) -0.0913-14 >986 Horz(TL) 0.03 16 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 147 ID LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except' 2-15 2X6 DF-N No.1/No.2. 2-14 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-2-5 on center purlin spacing, except end verticals, BOT CHORD Rigid ceiting directly applied or 6-0-0 on center bracing. WEBS IRowatmidpt 5-11,7-11,8-10,5-14 REACTIONS (Ib/size) 16=168/0-3-8,15=266/30-7-8,12=26/30-7-8,14=612/30-7-8,13=491/30-7-8,11=690/30-7-8,10=567/30-7-8, 9=35/30-7-8 Max Horz 15=-347(load case 5), 14=4151(load case 6), 13=29(|oad case 6), 11=-3329(load case 5), 10=-1469(load case 5) Max Uplift! 6=-740(load case 6), !S=-1557(load case 5) MaxGrav16=879(ioadcase5), 15=1801(load case 6), 12=51(load case2), 14=612(load case 1), 13=509(load case 6), 11=690(load case 1), 10=595(load case 6),9=70(loadgase2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62,2-3=108, 3-4=48,5-6=37, 6-7=33, 7-17=-25,8-17=0,8-16=-168,2-15=-244 BOT CHORD 14-15=0,13-14=0,12-13=0,11-12=0,10-11=0.9-10=0 WEBS 3-14=-528, 3-5=29, 5-13=-357,4-5—195,5-11=-41, 6-11=-544, 7-11—31, 7-10=-433,8-10=12,2-14=270,5-14=-19 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SQOin, 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Ptate Increased .06 Uniform Loads (prf) Vert: 1-2=-28.Q, 2-3=97.0,3-4=97.0,5-6=-7.7,6-T=-7.7, 7-17=-7.7,8-17=-28.Q, 14-15=-2Q.0,13-14=-20.0,12-13=-20.0 , 11-12—20.0,10-11—20.0, 9-10=-20.0 Horz: 2-3=720.0,3-4=720.0,5-6=4444.4, 6-7=4444.4, 7-17=4444.4 6) User defined: Lumber lncrease=1.33, Plate Increase^.06 Uniform Loads (plf) Vert: 1-2—28.0, 2-3=-153.0,3-4—153.0,5-6=-48.2, 6-7=-48.2, 7-17=-48.2,8-17—28.0,14-15=-20.0,13-14=-20.0, 12-13=-20.0,11-12=-20.0,10-11=-20.0,9-10=-20.0 Horz: 2-3=-720.0, 3-4=-720.0,5-6-4444.4, 6-7=-4444.4, 7-17=-4444.4 Job E-1759 • Truss MN3-2 ' Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 sFeb 18 1999 MiTek Industries, Inc. TueJuJ 26 12:30:06 2005 Page 1 3-3-0 , 18-1-8 , 22-11-8 3-3-0 14-10-8 4-10-05.00 12 1x411 3x5 4x4-4x4 —1.5x4 II 3-3-0 10-1-0 16-3-0 18-1-8 22-11-8 3-3-0 6-10-0 6-2-0 1-10-8 4-10-0 Plate Offsets (X.Y): f3:0-3-4.0-2-12l. [5:0-2-0.0-1-81. [6:0-1-12.0-2-01. [8:0-1-12.0-2-01. [9:0-3-0.0-2-01. [12:0-2-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.78 BC 0.78 WB 0.90 (Matrix) DEFL (in) 0«=) Udefl Vert(LL) -0.10 9-11 >999 VertfTL) -O.16 9-11 >999 Horz(TL) 0.07 7 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 M16 176/121 Weight: 97 Ib BRACING TOP CHORD Sheathed or 3-1-10 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-11-2 on center bracing. WEBS 1 Row at midpt 3-9 LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4DFNo.1&Btr WEBS 2X4 SPF Std "Except" 3-92X4 DF-N No.1/No.2,5-92X4 DF-N No.1/No.2 REACTIONS (Ib/size) 7=783/0-3-8,12=776/0-3-8 Max Horz 12=-5306(|oad case 5) Max Uplift7=-253(load case 6), 12=-923(load case 5} Max Grav7=1107(load case 5), 12=1773(toad case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2*18, 3-4=-1485,4-5=-1492. 5-6=-473,6-7=-779,1-12—113 BOT CHORD 11-12=956,10-11=955,9-10=955, 8-9=463, 7-8=10 WEBS 1-3=-6,3-11=111, 2-3=-85.3-9=542,4-9=-517,5-9=1123,5-S=-730, 6-8=935, 3-12=-1144 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. 5) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pH) Vert: 1-2=97.0, 3-4=-7.7,4-5=-7.7, 5-6=-7.7,11-12=-20.0,10-11=-20.0,9-10=-20.0,8-9=-20.0, 7-8=-20.0 ' Horz: 1-2=720.0, 3-4=4444.4,4-5=4444.4,5-6=4444.4 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-153.0, 3-4=-48.2,4-5=-48.2,5-6=-48.2,11-12=-20.0,10-11=-20.0, 9-10=-20.0, 8-9-20.0, 7-8=-20.0 Horz: 1-2—720.0,3-4=-4444.4,4-5=-4444.4,5-6=-4444.4 Job E-1759 ' Truss MN4-2 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana. CA 92335 3-3-0 6-9-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 sFeb 18 1999 MiTek Industries, Inc. TueJul 26 12:30:072005 Pagel 18-1-8 , 22-11-8 3-3-0 3-6-0 11-4-8 4-10-0 5.00 fl2~ 3x4 3x4 = 3-3-0 10-1-0 16-3-0 18-1-B 22-11-8 3-3-0 6-10-0 6-2-0 1-10-8 4-10-0 Plate Offsets (X.YV. 12:0-2-0.0-1-121. 13:0-2-4 ,0-2-121, 17:0-1-12.0-1-81. 18:0-1-12.0-1-61. (10:0-1-12.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Incfease 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.50 BC 0.54 WB 0.59 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.0611-13 >999 Vert(TL) -0.1511-13 >999 Horz(TL) 0.02 9 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 107 ib LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std REACTIONS (Ib/size) 9=785/0-3-8,14=785/0-3-8 BRACING TOP CHORD Sheathed or 4-6-2 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. FORCES (Ib) - First Load Case Only TOP CHORD 1-2=166,3-4=-1552,4-6*-1439, 6-7=-1452. 7-8=-492,8-9=-783,1-14=35, 2-5=0 BOT CHORD 13-14=1179,12-13=1181,11-12=1181,10-11*480,9-10=7 WEBS 1-3=-139, 3-13=109,2-3^-415, 3-11=265, 6-11=-406, 7-11=1061, 7-10=-764, 8-10=977,3-14=-1419,4-5=-87,2-4=153 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This truss has been designed with ANSI/TP11 -1995 criteria. LOAD CASE(S) Standard Job E-1759 ' Truss MN5 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 3-3-Q 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jut 2612:30:08 2005 Page 1 18-1-8 3-3-0 14-10-8 0.81 1x4 4x4-4x7.5 M16-4x9—1.5x411 3-3-0 10-1-0 16-3-0 18-1-8 3-3-0 6-10-0 6-2-0 1-10-8 Plate Offsets (X.Y>: [2:0-2-8.0-1-81. [4:0-2-4.0-1-81. [5:0-2-4.0-1-81.18:0-4-8.0-1-121. l9.-Q-3-12.edge1 LOADING <psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.66 BC 0.71 WB 0.71 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.07 8-10 >999 Vert(TL) -0.13 8-10 >999 Horz(TL) 0.06 6 n/a 1st LC LL Min f/defl = 360 PLATES M20 M16 GRIP 197/144 176/121 Weight: 87 Ib BRACING TOPCHORD Sheathedor2-11-12oncenterpurimspacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-3-9 on center bracing. WEBS 1 Row at midpt 2-8 .UMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2 X 4 DF No.UBtr WEBS 2X4 SPF Std "Except' 2-82X4 DF-N No.1/No.2,4-82X4 DF-N No.1/No.2 REACTIONS Ob/size) 6=785/0-3-8,11=785/0-3-8 Max Horz 11=-5350(load case 3) Max Uplift6=-147(load case 4), 11=-509(load case 3) Max Grav6=1003(load case 3), 11=1365{load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=2, 2-3—1478,3-4=-1478, 4-5=-480,5-6=-780.1-11—32 BOT CHORD 10-11=1037,9-10=1037, 8-9=1037, 7-8=470, 6-7=9 WEBS 2-10=110, 2-8=441,3-8=-473,4-8=1100,4-7=-745.5-7=952, 2-11=-1264 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. 4) Load case(s) 3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-7.7,2-3=-7.7, 3-4=-7.7,4-5=-7.7.10-11=-20.0,9-10=-20.0, 8-9=-20.0, 7-8=-20.0, 6-7=-20.0 Horz: 1-2=4444.4, 2-3=4444.4, 3-4=4444.4,4-5=4444.4 4) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—48.2,2-3=-48.2. 3-4=-48.2,4-5=-48.2,10-11—20.0, 9-10=-20.0,8-9=-20.0, 7-8=-20.0,6-7=-20,0 Horz: 1-2=-4444.4, 2-3=-4444.4, 3-4=-4444.4. 4-5=-4444.4 Job E-1759 Truss MN6 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 , 3-3-0 , 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 1230:09 2005 Page 1 13-6-8 , 3-3-0 10-3-8 0.81 1x4 4x4 =1x4 1.5x4 li 3-3-0 10-1-0.13-6-8 3-3-0 6-10-0 3-5-8 Plate Offsets (X.Y): (2:0-2-4.0-1-81. (4:0-2-0.0-1-81. [6:0-4-8.0-2-41. [8:0-2-0.0-2-41 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress tncr NO Code UBC97/ANSI95 CSI TC 0.55 BC 0.81 WB 0.76 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.05 6-7 >999 Vert(TL) -0.11 6-7 >999 Horz(TL) 0.05 5 n/a 1st LCLLMJn l/defl = 360 PLATES GRIP M20 197/144 Weight: 63 Ib BRACING TOP CHORD Sheathed or 3-5-4 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-9-1 on center bracing. WEBS 1 Row at midpt 2-6 LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 2-6 2 X 4 DF-N No.1/No.2 REACTIONS (Ib/size) 5=583/0-3-8, 8=583/0-3-8 Max Horz 8=-3975(load case 3) Max Upltft5=-257(load case 4), 8»-526(load case 3) Max Grav5=893(load case 3), 8=1162(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=12, 2-3=-686.3-4=-683,4-5=-565.1-8=-23 BOT CHORD 7-8=763. 6-7=763,5-6=4 WEBS 2-7=115, 2-6=-99,3-6=-417,4-6=873,2-8=-939 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) This truss has been designed with ANSI/TP11-1995 criteria. 4) Load case(s) 3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 3) User defined: Lumber Increase^1).33, Plate Increased.06 Uniform Loads (plf) Vert: 1-2—7.7, 2-3=-7.7,3-4=-7.7, 7-8=-20.0,6-7—20.0, 5-6=-20.0 _ Horz: 1-2=4444.4, 2-3=4444.4,3-4=4444.4 4) User defined: Lumber Increased.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-48.2, 2-3=-48.2,3-4=-48.2, 7-S=-20.0, 6-7=-20.0,5-6=-20.0 Horz: 1-2=-4444.4,2-3—4444.4,3-4=-4444.4 Job E-1759 Truss MO Truss Type MONO CAL HIP Qty 1 Ply 2 LA COSTA GLEN;TOM Universal Truss, Inc., Fontana, CA 92335 i -2-1-0 , 7-8-11 11-9-1 16-3-2 4.0-32 sFeb 18 1999 MiTek Industries, Inc. TueJul 26 12:30:102005 Pagel i 20-9^3 , 25-3-3 , 29-7-8 , 2-1-0 7-8-11 4-0-6 4-6-1 4-6-1 4-6-1 4-4-5 6x8 3x6^ 3-5-15 19 2x4 1823 3x8= 7-3-0 11-9-1 17 16 15 3x4= 4x6= 3x4: 16-3-2 14 3x5= 20-9-3 25-3-3 13 25 4x4= 29-4-0 12 2x4! 3-5-15 3-9-1 4-6-1 4-6-1 4-6-1 4-6-1 4-0-13 0-3-8 Plate Offsets (X.Y): 12:0-1-4.0-5-111. [10:0-2-0,0-1-81. [11:0-3-8.0-2-01. [13:0-1-12.0-1-81. [14:0-2-0.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress (ncr NO Code UBC97/ANSI95 CSI TC 0.98 BC 0.81 WB 0.80 (Matrix) DEFL (to) (loc) VertfLL) -0.14 15-17 Vert(TL) -0.30 15-17 HorzfTL) -0.02 11 1stLCLLMinl/defl = 36 >999 >999 n/a PLATES GRIP M20 197/144 Weight: 334 Ib BRACING TOP CHORD Sheathed or 2-5-4 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. .UMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X6 DF-N No.1/No.2 WEBS 2 X 4 SPF Sid 'Except* 11-13 2X4 DF-N No.1/No.2 OTHERS 2 X 4 SPF Std SLIDER Left 2 X 6 DF-N No.1/No.2 1-8-3 REACTIONS (Ib/size) 11=3113/0-3-8,2=3047/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-4894,3-4=-4S71, 4-5=-5726,5-21—5338,21-22=-5338, 6-22—5338,6-7=-6625, 7-8=-6722,8-9=-6722,9-10=-5585,10-11=-3279 BOT CHORD 2-19=4297,18-19=4297,18-23=6625,23-24=6625.17-24=6625.16-17=6722,15-16=6722,14-15=5585,13-14=3279,13-25=3,12-25=3 WEBS 12-20=75, 11-20=74, 4-19=-339, 4-18=1216, 5-18=793.6-18=-1622, 6-17=240, 7-17=-122,7-15=-646, 9-15=1433, 9-14—1584,10-14=2905,10-13=-2539. 11-13=4298 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) at 0-5-0 on center. Bottom chords connected wilh 2 row(s) at 0-9-0 on center. Webs connected as follows: 2X4-1 row(s) at 0-9-0 on center. 2) This truss has been checked for unbalanced loading conditions. 3) Except as shown below, special connections) required to support concentrated toad(s). Design of connection^) is delegated to the building designer. 4) Provide adequate drainage to prevent water ponding. 5) All plates are M20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 8) Bearing atjoint(s) 11 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify Capacity of bearing surface. 9) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Increased.25, Plate Increased.00 Uniform Loads (ptf) Vert: 1-2=-68.0, 2-3=-68.0,3-4—68.0,4-5=-68.0,5-21—68.0, 21-22=-160.8, 6-22—160.8, 6-7—160.8, 7-8=-160.8, 8-9=-160.8, 9-10=-160.8,10-11=-160.8, 2-19=-47.3,18-19=-47.3,18-23=-47.3, 23-24=-47.3.17-24=-47.3. 16-17—47.3,15-16=-47.3,14-15=-47.3,13-14=-47.3, 13-25=-47.3,12-25=-47.3 Concentrated Loads (Ib) Vert: 21=-637 Job 551759 • Truss MO1 Truss Type MONO CAL HIP Universal Truss. Inc., Fontana, CA 92335 Or3-0 4-1-7 - 9-2-11 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 sFeb 18 1999 MiTek Industries, Inc. TueSep 20 14:14:552005 Pagel 15-6-14 | 22-10-0 , 25-11-8 J-3-0 4-1-7 5-1-4 6-4-3 7-3-2 3-1-8 3x5 = 8-9-0 15-6-14 22-6-8 22-.29-4-i 0-3-0 8-9-0 6-9-14 6-11-10 0-3-8 6-6-8 Plate Offsets (X.Y): 11:0-1-4.0-3-81. [2:0-1-8.0-2-05. [5:0-2-8.0-2-01, [8:0-2-4.0-1-81. 111:0-2-0.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.86 BC 0.74 WB 0.76 (Matrix) DEFL On) <loc) t/defl Vert(LL) -0.09 10-11 >999 Vert(TL) 0.37 5-6 >112 HorzfTL) 0.00 5 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 110 Ib TOP CHORD Sheathed or 4-8-9 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std 'Except' 1-11 2X4 DF-N No.1/No.2 OTHERS 2X4 SPF Std REACTIONS (Ib/size) 5=1233/0-3-8,11=968/0-3-8 Max Grav 11=978(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-423, 2-3=-1409,3-4=-1267,4-5—1119,5-6=0,1-11—286 BOT CHORD 10-11=1288,9-10=1119,8-9=1119,7-8=2 WEBS 7-12=56, 5-12=56, 2-10=-20,3-10=63, 4-10=175, 4-8—535, 5-8=1309, 2-11—1116 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TP11 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job 551759 Truss MO2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN^OM Universal Truss, Inc., Fontana, CA 92335 -Qr3-0 4-1-7 11-3-0 4.0-32 s Feb 13 1999 MiTek Industries, Inc. Tue Sep 2014:15:03 2005 Page 1 22-10-0 . 25-11-8 , 0-3-0 4-1-7 7-1-9 11-7-0 3-1-8 3x5 = -Oflfl.8-9-0 15-6-14 22-6-8 29-4-8 0-3-0 8-9-0 6-9-14 6-11-10 0-3-8 6-6-8 Plate Offsets (X,Y): [2:0-1-8.0-2-01. [9:0-2-0.0-2-8], [13:0-2-4.0-1-81. [16:0-2-0.0-1-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.78 BC 0.74 WB 0.76 (Matrix) DEFL (in) (loc) l/defi Vert(LL) -0.0915-16 >999 Vert(TL) 0.31 10-11 >128 Horz(TL) 0.00 9 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 132 Ib BRACING TOP CHORD Sheathed or 4-3-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4DF-NNo.1/No.2 WEBS 2 X 4 SPF Std 'Except' 1-162X4DF-NNo.1/No.2 OTHERS 2X4 SPF Std REACTIONS (Ib/size) 9=1225/0-3-8,16=976/0-3-8 Max Grav 16=985(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-425, 2-3=-1427,3-4=6,3-5=-1248,5-6—1284.6-8=-1138, 8-9=-1138,1-16=-286, 4-7=0. 7-10=0,10-11=0 BOT CHORD 15-16=1300,14-15=1138,13-14=1138,12-13=4 WEBS 12-17=56, 9-17=56, 2-15=-16, 3-15=63, 6-15=172,6-13=-S31, 9-13=1322, 2-16=-1130, 9-10=-456.4-5=-283,7-8=-350 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 6) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPt 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 , Truss M03 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 Or3-0 11-3-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 sFeb 18 1999 MiTek Industries. Inc. Tue Jul 2612:2&03 2005 Pagel 22-10-0 , 0-3-0 11-3-0 11-7-0 5.00 2x4 3x5= 3-10-12 11-3-0 15-8-12 20-3-0 22-W1 22-IOrO 0-3-0 3-10-12 7-4-4 4-5-12 4-6-4 2-0-0 0-7-0 Plate Offsets (X,Y): [4:0-2-0.0-2-8], [7:0-2-8,0-2-121 [9:0-2-4.0-1-81 [10:0-4-0.0-3-01. t1 2:0-4-0. 0-2-01 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.69 BC 0.62 WB 0.80 (Matrix) D6FL (in) (loc) l/defl Vert(LL) -0,08 11-12 >999 Vert(TL) -0.22 11-12 >999 HorzfTL) -0.01 14 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 114 Ib '.UMBER 'OP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4SPFSW REACTIONS (lb/size) 14=981/0-3-8,13=984/0-3-8 BRACING TOP CHORD Sheathed or 3-11-2 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. WEBS 1 Row at midpt 2-4 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1609,2-3=31, 4-5=-1635,5-6=-1643,6-7=-673, 7-14=-981,1-13=-947 BOT CHORD 12-13=78,11-12=2065,10-11=2073,9-10=666,8-9=0 WEBS 2-12=38,2-4—1444.4-11=129,3-4=-192,4-10=-522,5-10=-353,6-10=1167,6-9—850, 7-9=1154,1-12=1420,4-12=-635 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord tive toad nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed Q.SQOin. 5) Bearing at joinl(s) 14 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of beating surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss MP Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 -2-1-0 Oty 1 Ply 1 LA COSTA GLEWTOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Ju) 26 12:30:13 2005 Page 1 1.5x4 1x411 4-1-12 11-6-0 ,12-4-C 4-1-12 7-4-4 0-10-0 Plate Offsets (X.Y>: [2:0-1-8.0-1-81. [5:0-2-0,0-2-121 LOADING (psf) TCU 20.0 TOOL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.67 BC 0.40 WB 0.72 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.05 8-9 >999 Vert(TL) -0.11 8-9 >999 HorzfTL) 0.00 7 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 72 Ib BRACING TOP CHORD Sheathed or 5-9-12 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. UMBER /OPCHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4DF-NNo.1/No.2 WEBS 2 X 4 SPF Std 'Except* 2-102 X6DF-NNo.1/No.2 REACTIONS (Ib/size) 7=501/0-3-8,10=703/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62. 2-3=-768, 3-4=47,5-6=-13, 6-7=-52.2-10=-661 BOT CHORD 9-10=-168, 8-9=172, 7-8=162 WEBS 3-9=-228, 3-5=-678.5-8=183, 4-5=-198,5-7=-556,2-9=869, 5-9=545 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Ail plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table No. 16-B, UBC-97. 4} This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 , Truss MP1 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 11-6-0 Qty 1 PI/ 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:30:14 2005 Page 1 25-10-0 2-1-0 11-6-0 14-4-0 5.00 2x4 25-10-0 4-1-12 11-6-0 17-5-0 23-4-0 2SX3-O 4-1-12 7-4-4 5-11-0 5-11-0 1-11-0 0-7-0 Plate Offsets (X.Y1: f2:0-3-4.0-2-01. fS:0-2-1 2.0-3-01. [7:0-2-4.0-2-01. 18:0-2-8.0-2-121. f10:0-1 -12. 0-2-01. M 1:0-3-4.0-2-01. 1 14:0-4-0.0-2-81 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress tncr YES Code UBC97/ANSI95 CSI TC 0.69 BC 0.74 WB 0.98 (Matrix) DEFL (in) (loc) 1/defl Verl(LL) -0.13 11-13 >999 Vert(TL) -0.31 13-14 >988 HorzfTL) -0.02 16 n/a 1stLCLLMinl/defl*36Q PLATES GRIP M20 197/144 Weight: 128 Ib UMBER OP CHORD 2X4DF-NNo.1/No.2 •BOTCHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std 'Except* 2-152X6DF-NNo.1/No.2 REACTIONS (Ib/size) 16=1103/0-3-8,15=1280/0-3-8 BRACING TOP CHORD Sheathed or 3-5-2 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 3-5,5-14 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62,2-3=-1819,3-4=-142.5-6=-2223,8-7=-2229,7-8=-753, S-16=-1103,2-15=-1232 BOT CHORD 14-15=-82,13-14=2747.12-13=2761,11-12=2761,10-11=745. 9-10=0 WEBS 3-14=157, 3-5=-1627, 5-13=134,4-5=-191, 5-11=-598,6-11=-463, 7-11=1676.2-14=1766,5-14=-1152, 7-10=-994, 8-10=1321 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 • Truss MP1-2 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 I 11-6-0 Qty 1 Ply 1 LA COSTA GLENfTOM 4.0-32 s Fob 18 1999 MTek Industries. Inc. Tue Jul 26 12:30:15 2005 Pagel 25-10-0 , 11-6-0 14-4-0 DRAG150#PLF. 5.00 5x5= 3x6 2x4!4x8 =1x4 tl 3x4- 3x8-3x4= 4-1-12 11-6-0 17-5-0 23-4-0 25-3-0 25-1QJ 4-1-12 7-4-4 5-11-0 5-11-0 1-11-0 0-7-0 Plate Offsets (X.YJ: (1:0-2-12.0-1-8]. [4:0-2-8.0-2-121. [7:0-2-8,0-2-121. 113:0-4-0.0-1-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress (ncr NO Code UBC97/ANS195 CSI TC 0.84 BC 0.38 WB 0.79 (Matrix) DEFL (in) (loc) i/def) Vert(LL) -0.04 12-13 >999 VertCTL) -0.09 12-13 >979 Horz(TU) -0.01 15 n/a IstLCULMin I/def] = 360 PLATES GRtP M20 197/144 Weight: 125 Ib UMBER OP CHORD 2X4 DF-N No.1/No.2 ~BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except' 1-142X6 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 4-10-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 15=40/0-3-8,14=81/25-3-0,11=15/25-3-0,13=635/25-3-0,12=451/25-3^), 10=618/25-3-0,8=-6/25-3-0, 9=388/25-3-0 Max HorZ 14=-153fload case 5), -i3=1812(loa<i case 6), 12=18(load case 1), 10=-1412fload case 5), 9=-41Q(load case 5) Max Uplift15=-S51(load case 6), 14—7230oad case 5), 8=-13(load case 2). 9=-48(load case 5) Max Grav15=584(load case 5), 14=814(load case 6), 11=3Q(load case 2), 13=635(load case 1), 12=451(load case 1), 10=618(load case 1). 9=489(load case 6) FORCES (fb) - First Load Case Onfy TOP CHORD 1-2=63,2-3=47, 4-5=31,5-6=26,6-16=-22,7-16=-13,7-15=-40,1-14=-60 BOT CHORD 13-14=0, 12-13=0, 11-12=0, 10-11=0,9-10=0.8-9=0 WEBS 2-13—514, 2-4=-13, 4-12—318.3-4=-194.4-10=-73,5-10=-469, 6-10=-31,1-13=64, 4-13=-13,6-9=-304, 7-9=23 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE{S) Standard Except: 5) User defined: Lumber Increased.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=34.5, 2-3=34.5, 4-5=-17.9, S-6=-17.9, 6-16=-17.9, 7-16=-28.0,13-14=-20.0,12-13—20.0.11-12—20.0, 10-11—20.0, 9-10—20.0, 8-9=-20.0 Horz: 1-2=360.0,2-3=360.0,4-5=2222.2, 5-6=2222.2, 6-16=2222.2 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-90.5, 2-3=-90.5, 4-5=-38.1,5-6—38.1, 6-16=-38.1, 7-16—28.0,13-14=-20.0,12-13—20.0,11-12—20.0, 10-11—20.0,9-10=-20.0,8-9—20.0 Horz: 1-2—360.0, 2-3—360.0,4-5=-2222.2,5-6=-2222.2, 6-16—2222.2 Job E-1759 Truss MP2 Truss Type MONO CAI_ HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , 8-7-8 4,0-32 s Fab 18 1999 NHTek Industries, Inc. Tue Jul 261230:16 2005 Page 1 22-11-8 , (K 8-7-8 14-4-0 0-8 1X4 11 5.00(12" 4x4 3x5= 1-3-4 8-7-8 14-6-8 20-5-8 22-4-8 22^8 0-8 1-3-4 7-4-4 5-11-0 5-11-0 1-11-0 0-7-0 Plate Offsets (X.Y): J4:Q-2-4.0-3-01, {6:0-2-8,0-1-81,17:0-2-8.0-2-12]. [9:0-2-0,0-1-8], [10:0-3-0.0-1-81. [13:0-4-0.0-2-4] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.83 BC 0.70 WB 0.77 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.1010-12 >999 Vert(TL) -0.22 10-12 >999 Horz(TL) -0.01 15 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 116 Ib UMBER OP CHORD 2X4 DF-N No.1/No.2 -6OT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std REACTIONS (Ib/size) 15=988/0-3-8,14=988/0-3-8 BRACING TOP CHORD Sheathed or 3-9-1 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS IRowatmidpt 4-13 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-583.2-3=28, 4-5=-1901,5-6=-1908,6-7=-678,7-15=-988,1-14=-1044 BOT CHORD 13-14=-7,12-13=2100,11-12=2111.10-11=2111,9-10=669,8-9=0 WEBS 2-13=^-454, 2-4=-630, 4-12=126. 3-4=-182,4-10=-240, 5-10=-464, 6-10=1395.1-13=1283,4-13=-1527,6-9=-885, 7-9=1187 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin, 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss MP2-2 Truss Type MONO CAL HIP Qry 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 If O-o 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 261230:16 2005 Page 1 22-11-8 , 0-8 8-7-8 14-4-0 DRAG150#PLF. 4x5 2x6 II 7x8- 1-3-4 1x411 3x4=3x8=3x4= 8-7-8 14-6-8 20-5-8 22-4-fl 0-8 1-3-4 7-4-4 5-11-0 5-11-0 1-11-0 0-7-0 Rale Offsets fX.Y): [1:0-2-0.0-2-01, [4:0-2-8.0-2-121. (7:0-2-8.0-2-121. [13:0-4-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr 2-0-0 1.00 1.25 MO Code UBC97/ANSI95 CSI TC 0.96 BC 0.40 VJB 0.86 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.04 12-13 >999 VertfTL) -0.08 12-13 >999 HorzfTL) -0.01 15 n/a 1st LC LL Min I/den * 360 PLATES GRIP M20 197/144 Weight: 116 Ib UMBER OP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4DF-NNo.1/No.2 WEBS 2 X 4 SPF Sfd 'Except" 1-142X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 5-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 15=43/0-3-8,14=-269/22-4-8,11=17/22-4-8,13=746/22-4-8,12=441/22-4-8,10=618/22-4-8,8=-6/22-4-8, 9=387/22-4-8 Max Horz 14=-83{load case 5), 13=1395(load case 6), 12=18{load case 1), 10=-1501(load case 5), 9=-423(load case 5) Max Uplift 15=-567(load case 6), 14=-1626(load case 5), 13=-322(load case 6), 8=-13(load case 2), 9=-56(load case 5) Max Grav 15=601 (load case 5), 14=1320(load case 6), 11=33(load case 2), 13=1133(load case 5), 12=441(load case 1), 10=618(load case 1). 9=497(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=117, 2-3=45,4-5=26, 5-6=21,6-16=-24, 7-16=-15, 7-15=-43.1-14=178 BOT CHORD 13-14=0,12-13=0,11-12=0,10-11=0,9-10=0,8-9=0 WEBS 2-13=-718,2-4=-36, 4-12=-311,3-4=-188,4-10=-82, 5-10=-469,6-10=-28,1-13=187,4-13=-3. 6-9=-305, 7-9=27 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing aljoint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncroase=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2=34.5,2-3=34.5,4-5=-17.9, 5-6=-17.9,6-16=-17.9, 7-16=-28.0,13-14=-20.0,12-13=-20.0,11-12=-20.0, 10-11=-20.0, 9-10—20.0, 8-9=-20.0 Hoiz: 1-2=360.0,2-3=360.0,4-5=2222.2,5-6=2222.2,6-16=2222.2 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-90.5, 2-3=-90.5, 4-5=-38.1, 5-6—38.1, 6-16=-38.1, 7-16«-28.0,13-14=-20.0,12-13—20.0.11-12=-20.0, 10-11=-20.0,9-10=-20.0,8-9=-20.0 Horz: 1-2=-360.0, 2-3=-360.D, 4-5=-2222.2,5-6=-2222.2, 6-16=-2222.2 Job E-1759 • Truss MQ Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries. Inc. TueJul 26 12:30:17 2005 Page 1 I 7-7-8 - 27-4-0 7-7-8 19-8-8 5.00 [12" 4x6= 7-7-8 14-5-8 21-7-8 26-9-0 7-7-8 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsels (X,Y): M :0-3-0.0-1-8l. r3:0-3-8. 0-3-01. (5:0-2-4.0-1-81. f6:0-2-S.O-2-12l. [8:0-1-12.0-1-81. f 9:0-4-0. 0-1 -81. f1 0:0-2-8. edge! . M 2:0-3-0,0-2-4] LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANS195 CSI TC 0.89 BC 0.98 WB 0.82 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.66 7 >494 VertCTL) -1.33 7 >245 Horz(TL) -0.02 13 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 129 Ib 'JMBER OP CHORD 2X4 DF-N No.1/No.2 "BOT CHORD 2X4 DF-N No.1/No.2 "Except" 7-102X4DFNo.1&Btr WEBS 2X4 SPF Std 'Except* 6-82X4 DF-N No.1/No.2,1-12 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=1185/0-3-8,12=1176/0-3-8 BRACING TOP CHORD Sheathed or 2-1-3 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 7-8. WEBS 2 Rows at 1/3 pts 3-12 FORCES (tb) - First Load Case Only TOP CHORD 1-2—151, 3-4=-3104,4-5=-3202,5-«=-1837,6-13=-1185,1-12=-312 BOT CHORD 11-12=2963,10-11=2989,9-10=2989, 8-9=1820, 7-8=0 WEBS 1-3=-216, 3-11=126, 2-3=-183, 3-9=197, 4-9=-537,5-9=1477,5-8=-919, 6-8=2141, 3-12=-2824 MOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5} Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAOCASE(S) Standard Job E-1759 . Truss MO1 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 7-7-8 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:30:18 2005 Page 1 27-4-0 7-7-8 19-8-8 4x6 —4x4- 7-7-8 14-5-8 21-7-8 26-9-0 27^0 7-7-8 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.YJ: M:0-3-0.0-1-81. [3:0-3-8.0-3-01. [5:0-2-4.0-1-81. [6:0-2-8.0-2-121. 18:0-1-12,0-1-81. [9:0-4-0.0-1-8], [10:0-2-8.edoel. [12:0-3-0.0-2-41 LOADING (psf) TOLL 20.0 TCOL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.89 BC 0.98 WB 0.82 (Matrix) DEFL (m) (M Vdefl Vert(LL) -0.66 7 >494 VertfTL) -1.33 7 >245 Horz(TL) -0.02 13 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 129 Ib UMBER OP CHORD 2X4 DF-N No.1/No.2 'BOT CHORD 2X4 DF-N No.1/No.2'Except* 7-102X4DFNo.1&Btr WEBS 2X4 SPF Std "Except* 6-82X4 DF-N No.1/No.2,1-122 X 4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=1185/0-3-8,12=1176/0-3-8 BRACING TOPCHORD Sheathed or 2-1-3 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except: 6-0-0 on center bracing: 7-8. WEBS 2 Rows at 1/3 pts 3-12 FORCES (Ib) - First Load Case Only TOPCHORD 1-2=-151,3-4=-3194,4-5=-3202,5-6=-1837l6-13=-1185,1-12=-312 BOT CHORD 11-12=2963,10-11=2989, 9-10=2989,8-9=1820, 7-8=0 WEBS 1-3=-216, 3-11=126,2-3=-183,3-9=197,4-9=-537, 5-9=1477, 5-8=-919, 6-8=2141, 3-12=-2824 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4} Gap between inside of lop chord bearing and first diagonal of vertical web shatl not exceed O.SOOin. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss MQ1-2 Truss Type MONO CAL HIP Qly 1 Ply 1 LA COSTA GLENH-QM Universal Truss, Inc., Fontana, CA 92335 7-7-8 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612:30:192005 27-4-0 7-7-8 19-8-8 DRAG300#PLF. 3x12 =3x5= 7-7-8 14-5-8 21-7-8 26-9-0 7-7-8 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): [1:0-3-0.0-1-121. [3:0-4-0.0-3-01.15:0-2-4.0-1-81. {6:0-3-0.0-2-121.18:0-1 -12.0-1 -81.112:0-2-4.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 ECU. 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.91 BC 0.40 WB 0.85 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.05 11-12 >999 Vert(TL) -0.09 11-12 >999 Hor2(TL) 0.03 13 n/a 1st LCLLMJn l/defl = 360 PLATES GRIP M20 197/144 Weight: 133 Ib UMBER OP CHORD 2X4 DF-N No.1/No.2 'BOTCHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Sid 'Except* 1-32X4 DF-N No.1/No.2,3-92X4 DF-N No.VNo.2 5-92X4 DF-N No.1/No.2,1-122X4 DF-N No.1/No.2 3-12 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-5-12 on center purlin spacing, except end vertfcate- BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 1-3.3-9, 5-9, 6-8, 3-12 REACTIONS (Ib/size) 13=177/0-3-8.12=360/26-9-0.10=31/26-9-0,11=478/26-9-0.9=715/26-9-0. 8=565/26-9-0, 7=35/26-9-0 Max Horz 12=2224(taad case 6), 11=25(load case 6), 9=-4482(load case 5), 8=-1371 {load case 5) Max Up!ifl13=-67S(load case 6), 12=-1389(load case 5) Max Grav 13=825(load case 5), 12=1767(toad case 6), 10=51(load case 2), 11=486(load case 6), 9=715(toad case 1), 8=565(load case 1), 7=70Qoad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=48,3-4=-26, 4-5=-35,5-14=-40,6-14=-15,6-13=-177.1-12=-299 BOT CHORD 11-12=0,10-11=0,9-10=0, 8-9=0,7-8=0 WEBS 1-3=-203,3-11=-354, 2-3=-196,3-9=-160,4-9=-544,5-9=-10, 5-8=-440.6-8=30, 3-12=69 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SQOin, 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use ofthislruss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert. 1-2=97.0, 3-4=-7.7.4-5=-7.7, 5-14=-7.7,6-14=-28.0,11-12=-20.0,10-11=-20.0, 9-10=-20.0,8-9=-20.0, 7-8=-20.0 Horz: 1-2=720.0, 3-4=4444.4, 4-5=4444.4,5-14=4444.4 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pH) Vert: 1-2=-153.0, 3-4=-48.2,4-5=-48.2,5-14=-48.2,6-14—28.0,11-12—20.0,10-11=-20.0, 9-10=-20.0, 8-9=-20.0, 7-8=-20.0 Horz: 1-2=-720.0, 3-4=-4444.4, 4-5=-4444.4, 5-14=-4444.4 Job E-1759 Truss MQ2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLENn~OM Universal Truss, Inc., Fontana.CA 92335 , -2-1-0 , 11-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jol 26 12:3050 2OO5 Page 1 31-2-8 2-1-0 11-6-0 5.00 19-8-8 o.8i [TT 5X6= 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate OffsetsJX.Y): L5:0-4-12.0-3-Ol.]7:D-2-8.D-.1-8]. 18:0-3-0,0-2-121.110:0-1-12,0-1-8]. 111:0-3-8,0-1-81, 114:0-4-0,0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.75 BC 0.73 WB 0.89 (Matrix) OEFL Cm) floo)VertfLL) -0.60 9 Vert(TL) -1.20 9 Horz(TL) -0.04 16 1stLCLLMinl/defl = 36 >622 >308 n/a PLATES M20 M16 GRIP 197/144 176/121 Weight: 151 Ib BRACING TOP CHORD Sheathed or 2-5-6 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. 1 Row at midpt 3-5 2 Rows at 1/3 pts 5-14 WEBS UMBER OP CHORD 2X4 DF-N No.1/No.2 'Except" 5-82X4DFNo.1&Btr BOT CHORD 2 X 4 OF No,1&Btr "Except* 9-12 2X4 DF-N 2400F 2.0E WEBS 2X4 SPF Std 'Except' 8-16 2X4 DF-N No.1/No.2, 7-11 2X4 DF-N No.1/No.2 8-10 2X4 DF-N No.1/No.2,2-15 2X6 DF-N No.1/No.2 2-142 X 4 DF-N No.1/No.2 REACTIONS (Ib/size) 16=1345/0-3-8.15=1511/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62,2-3=-2244, 3-4=-152, 5-6=-3964, 6-7=-3973, 7-8=-2107,8-16=-1345, 2-15=-1466 BOT CHORD 14-15=-101,13-14=4411,12-13=4446,11-12=4446,10-11*2090, 9-10=0 WEBS 3-14=403, 3-5=-2013,5-13=141,4-5=-1B7, 5-11—524,6-11=-539, 7-11=2019, 7-10—1086,8-10=2459, 2-14=2185,5-14—2459 NOTES 1) This truss has been checked for unbalanced loading conditions. 2} All plates are M20 plates unless otherwise indicated. 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4} Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface, 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 • Truss MQ-2 Universal Truss, Inc., Fontana I 3-3-0 Trass Type MONO CAL HIP ,CA 92335 8-7-8 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 123021 2005 Page 1 22-11-8 5-4-8 14-4-0 5x7= 3x4 = 3-3-0 10-1-0 17-3-0 22-4-8 3-3-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets «.Y1: 12:0-3-0.0-1-121. 13:0-2-4,0-2-121. (8:0-3-4.0-2-121. 110:0-1-12.0-1-121. [11:0-2-12.0-1-81 LOADING (psl) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 cst TC 0.67 BC 0.95 WB 0.97 (Matrix) OEFL (in) (toe) l/defl VertfLL) -0.66 9 >410 Vert{TL) -1.33 9 >204 HorzfTL) -0.01 15 n/a 1st LC LL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 126 Ib UMBER OP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 "Except* 9-122X4DFNo.1&Btr WEBS 2 X 4 SPF Std REACTIONS (Ib/size) 15=994/0-3-8,14=991/0-3-8 BRACING TOP CHORD Sheathed or 3-4-6 on center purlin spacing, except end verticals. Except: 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except 6-0-0 on center bracing: 9-10. FORCES 0b) - First Load Case Only TOP CHORD 1-2=-139,3-4=-2131, 4-6=-2230, 6-7=-2260, 7-8=-1510, 8-15=-994,1-14=-173,2-5=0 BOT CHORD 13-14=1189,12-13=1188.11-12=1188,10-11=1493,9-10=0 WEBS 1-3=138, 3-13=135, 2-3—261,3-11=1100,6-11=-551, 7-11=811, 7-10=-716, 8-10=1756,3-14=-1440,4-5=-144, 2-4=-130 NOTES 1) This truss has bean checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5} Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSUTPl 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 . Truss MO2-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 , 11-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Ju) 2612:30:22 2005 Rage 1 31-2-8 2-1-0 11-6-0 19-8-8 DRAG 300# PLF. 0.81 &5?*Y>y^<y?>c><yy^&^^ 15 14 13 12 11 10 9 4x12=1x41 3x4-4x14=4x5= 4-1-12 11-6-0 18-4-0 25-6-0 30-7-«31-2 4-1-12 7-4-4 6-10-0 7-2-0 5-i-a 0-7-0 Plate Offsets fX.Yl: [2:edge,p-S-81. (5:0-4-8.0-3-41,17:0-2-8.0-2-01.18:0-2-12.0-2^121.110:0-2-0.0-2-0] LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC Q.8S BC 0.40 WB 0.98 (Matrix) DEFL On) (lew) l/detl Vert(LL) -0.0413-14 >999 VertfTL) -0.09 13-14 >986 Horz(TL) 0.03 16 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 147 Ib UMBER OP CHORD 2X4 DF-N No.1/No.2 'SOTCHORD 2X4DF-NNo.1/No,2 WEBS 2X4 SPF Std "Except* 2-15 2X6 DF-N No.1/No.2,2-14 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-2-5 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS IRowatmidpt 5-11,7-11,8-10,5-14 REACTIONS (Ib/size) 16=168/0-3-8,15=266/30-7-8,12=26/30-7-8,14=612/30-7-8,13=491/30-7-8,11=690/30-7-8,10=567/30-7-8, 9=35/30-7-8 Max Horz 15=-347(load case 5). 14=4151(toad case 6), 13=29(load case 6), 11=-3329(load case S), 10=-1469(load case 5) Max Uplift 16=-740<load case 6), 15=-1S57(load case 5) Max Grav16=879(load case5), 15=1801{load case 6), 12=51(load case 2), 14=612(load case 1), 13=509(load case 6), 11=690(load case 1), 10*596(load case 6),9=70(loadcase2> FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=108, 3-4=48,5-6=37,6-7=33, 7-17=-25.8-17=0,8-16=-168,2-15=-244 BOT CHORD 14-15=0,13-14=0,12-13=0,11-12=0,10-11=0,9-10=0 WEBS 3-14=-528, 3-5=29,5-13=-357,4-5=-195,5-11=-41,6-11=-S44, 7-11*-31, 7-10—433, 8-10=12,2-14=270, 5-14=-19 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord tive load nonconcurrent with arty other live loads per Table No. 16-0, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPt 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert: 1-2=-28.0, 2-3=97.0,3-4=97.0,5-6=-7.7, 6-1—7,1, 7-17—7,7, 8-17—28.0, 14-15—20.0,13-14=-20.0,12-13=-20.0 , 11-12=-20.0,10-11—20.0, 9-10=-20.0 Horz: 2-3=720.0. 3-4=720.0,5-6=4444.4,6-7=4444.4, 7-17=4444.4 6) User defined: Lumber lncrease=1.33, Ptate lncrease=1.06 Uniform Loads (pU) Vert: 1-2=-28.0, 2-3=-153.0, 3-4=-153.0,5-&M8.2.6-7=-48.2, 7-17=-48.2,8-17=-28.0, 14-15=-20.0,13-14=-20.0, 12-13—20.0,11-12=-20.0,10-11—20.0, 9-10=-20.0 Horz: 2-3=-720.0,3-4=-720.0, 5-6=-4444.4.6-7=-4444.4. 7-17=-4444.4 Jab E-1759 • Truss MQ3 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 11-6-0 Ctty 1 Ply 1 LA COSTA GLENfTOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:3023 2005 Page 1 31-2-8 11-6-0 19-8-8 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2r 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X,YV [4:0-4-4.0-3-01, [6:0-2-8.0-1-81. [7:0-3-0.0-2-121, [9:0-1-12.0-2-01, [10:0-3-8.0-1-81. [13:0-4-0,0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress tncr YES Code UBC97/ANSI95 CSI TC 0.75 BC 0.73 WB 0.92 (Matrix) DEFL (in) floe) l/defl Vert(LL) -0.60 8 >622 VertfTL) -1.20 8 >308 HorzfTL) -O.04 15 n/a 1st LCLLMin l/defl = 360 PLATES GRtP M20 197/144 M16 176/121 Weight: 148 Ib BRACING TOP CHORD Sheathed or 2-5-3 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. 1 Row at midpt 2-4 2 Rows at 1/3 pts 4-13 WEBS UMBER OP CHORD 2X4 DF-N No.1/No.2 "Except* 4-72X4DFNo.1&Btr BOT CHORD 2X4DFNo.1&Btr "Except" 8-112X4DF-N2400F2.0E WEBS 2 X 4 SPF Std "Except" 7-15 2X4 DF-N No.1/No.2,6-10 2X4 DF-N No.1/No.2 7-92X4 DF-N No.1/No.2.1-14 2X6 DF-N No,1/No.2 1-132X4DF-NNo.1/No.2 REACTIONS (Ib/size) 15=1351/0-3-8,14=1343/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2321, 2-3=-153,4-5=-3995, 5-6=-4003,6-7=-2118, 7-15=-1351,1-14=-1301 BOT CHORD 13-14=129,12-13=4467.11-12=4502,10-11=4502,9-10=2101,8-9=0 WEBS 2-13=429, 2-4—2085, 4-12=141, 3-4=-186,4-10=-551,5-10=-539,6-10=2040,6-9=-1092, 7-9=2472,1-13=2026, 4-13=-2441 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Alt plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joinf(s) 15 considers parallel to grain value using ANSI/TPf 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss MQ3-2 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 , 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12.3054 2005 Page 1 31-2-8 . 11-6-0 19-8-8 DRAG 300# PLF. 5x6= 14 2x6 It 13 4x12- 12 1x411 11 3x4— 10 4x14- 9 4x5= a 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31- 4-1-12 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): M :0-3-4.0-2-4]. 14:0-4-8.0-3-41. 16:0-2-8.0-2-01. f7:0-2-12.0-2-12l. [9:0-2-0.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.88 BC 0.40 WB 0.98 (Matrix) DEFL (in) (>°c) l/defl Vert(LI_) -0.04 12-13 >999 Vert(TL) -0.09 12-13 >987 Horz(TL) 0.03 15 n/a IstLCLL Win l/defl = 360 PLATES GRIP M20 197tt44 Weight: 144 Ib UMBER OP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 1-14 2X6 DF-N No.1/No.2,1-13 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-2-3 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS IRowatmidpt 4-10,6-10,7-9,4-13 REACTIONS 0b/size) 15=170/0-3-8,14=82/30-7-8,11=26/30-7-8,13=629/30-7-8,12=492(30-7-8,10=694/30-7-8,9=567f30-7-8,8=35/30-7-8 Max HofZ 14=-246(load case S), 13=4061 (load case 6), 12=29(load case 6), 10=-3339(load case 5), 9=-1471(load case 5) Max Uplift15=-740(load case 6), 14=-1633(load case 5) Max Grav15=880(load case 5), 14=1725(load case 6), 11 =51 (load case 2), 13=629{load case 1), 12=510(load case 6), 10=694(loadcase 1), 9=595(loadcase6), 8=70(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=61.2-3=48, 4-5=28, 5-6=24, 6-16=-29. 7-16=-3, 7-15=-170,1-14=-61 BOT CHORD 13-14=0,12-13=0, 11-12=0,10-11=0,9-10=0,8-9=0 WEBS 2-13=-512.2-4=-16,4-12=-357, 3-4=-195,4-10=-61,5-10=-544,6-10=-25, 6-9=-435, 7-9=17,1-13=67, 4-13=-1 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber Increase31.33, Plate lncrease=1 -06 Uniform Loads (plf) Vert: 1-2=97.0,2-3=97.0, 4-5—7.7,5-6=-7.7.6-16=-7.7, 7-16—28.0,13-14=-20.0,12-13=-20.0, 11-12=-20.0, 10-11=-20.0, 9-10=-20.0, 8-9=-20.0 Horz: 1-2=720.0, 2-3=720.0, 4-5*4444.4, 5-6=4444.4,6-16=4444.4 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (ptf) Vert: 1-2=-153.0, 2-3—153.0, 4-5=-48.2,5-6=-48.2, 6-16=-48.2, 7-16=-28.0,13-14=-20.0.12-13—20.0,11-12—20.0, 10-11—20.0, 9-10=-20.0, 8-9=-20.0 Horz: 1-2=-720.0, 2-3—720.0, 4-5=-4444.4, 5-6—4444.4, 6-16—4444.4 Job E-17S9 , Truss MQ4 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 , 11-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:3025 2005 Page 1 31-2-8 2-1-0 11-6-0 19-8-8 0.81 fTf 4-1-12 11-6-0 18-4-0 25-6-0 30-7-8 31-2 4-1-12 7-4-4 6-10-0 7-2-0 5-1 -*0-7-0 Plate Offsets (X.Y): [5:0-4-12.0-3-01. [7:0-2-8.0-1-8], [8:0-3-0.0-2-121. f 10:0-1-12.0-1-81. [11:0-3-8.0-1-81. [14:0-4-0,0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCU- 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Inci YES Code UBC97/ANSI95 CSI TC 0.75 BC 0.73 WB 0.89 (Matrix) DEFL Vert(LL) -0.60 VertfTL) -1.20 On) (loc) 9 9 HorzfTL) -0.04 16 1stLCLLMinl/defl = 36 t/defl >622 >308 n/a PLATES M20 M16 GRIP 197/144 176/121 Weight: 151 Ib Sheathed or 2-5-6 on center purlin spacing, except end verticals. Rigid ceiling directly applied or 6-0-0 on center bracing. 1 Row at midpt 3-5 2 Rows at 1/3 pte 5-14 UMBER BRACING OP CHORD 2X4 DF-N No.1/No.2 'Except' TOP CHORD 5-8 2 X 4 DF No.1&Btr BOT CHORD EOT CHORD 2 X 4 DF No.1&Btr "Except* WEBS 9-12 2 X4 DF-N 2400F 2.0E WEBS 2X4 SPF Std 'Except* S-16 2X4 DF-N No.1/No.2, 7-11 2X4 DF-N No.1/No.2 8-10 2X4 DF-N No.1/No.2, 2-15 2X6 DF-N No.1/No.2 2-142 X 4 DF-N No.1/No.2 REACTIONS (Ib/size) 16=1345/0-3-8,15=1511/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-2244,3-4=-152,5-6=-3964, 6-7=-3973, 7-8=-2107, 8-16=-1345,2-15=-1466 BOT CHORD 14-15=-101,13-14=4411,12-13=4446,11-12-4446,10-11=2090, 9-10=0 WEBS 3-14=403,3-5=-2013,5-13=141, 4-5=-187,5-11=-524,6-11=-539,7-11=2019,7-10=-1086,8-10=2459,2-14=2185,5-14=-2459 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3} This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m. 5) Bearing at jotnt(s> 16 considers parallel to grain value using ANSlfTPl 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with AN5I/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 , Truss MQ5 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Tniss, Inc., Fontana, CA 92335 x.1-8 11-4-8 4.0-32 s Feb 18 1999 MiTak Industries, Inc. Tue Jut 26 12:30:26 2005 Page 1 31-1-0 , 0-1-8 11-4-8 19-8-8 5.00 fi2~ 3x6 3x6 = -0-1-8 4-0-4 11-4-8 18-2-8 25-4-8 30-6-0 0-1-8 4-0-4 7-4-4 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets OOP: [1:0-2-12.0-1-8]. [4:0-4-8.0-3-01. [6:0-2-8.0-1-81.17:0-3-0.0-2-121. [9:0-1-12.0-1-81, [10:0-3-8.0-1-81. [13:0-4-0.0-2-41 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10,0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.75 BC 0.73 WB 0.91 (Matrix) DEFL (in) (loc) Vdefl Vert(LL) -0.60 8 >621 Vert(TL) -1.20 8 >307 Horz(TL) -0.04 15 n/a 1st LC LL Mm l/defl = 360 PLATES M20 M16 GRIP 197/144 176/121 Weight: 147 Ib BRACING TOP CHORD Sheathed or 2-5-4 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. 1 Row at midpt 2-4 2 Rows at 1/3 pts 4-13 WEBS LUMBER TOP CHORD 2X4 DF-N No.1/No.2 'Except' 4-72X4DFNo.1&Btr BOT CHORD 2 X4DFNo.1&Btr'Except* 8-11 2X4 DF-N2400F2.0E WEBS 2X4 SPF Std -Except' 7-15 2X4 DF-N No.1/No.2,6-10 2X4 DF-N No.1/No.2 7-92X4 DF-N No.1/No.2,1-13 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1350/0-3-8,14=1341/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2—2299,2-3—153,4-5=-3986.5-6=-3994,6-7=-21l5, 7-15—1350,1-14=-1303 BOT CHORD 13-14=107,12-13=4451,11-12=4486,10-11=4486,9-10=2098,8-9=0 WEBS 2-13=420, 2-4—2066, 4-12=140,3-4=-186,4-10=-543,5-10=-539,6-10=2034,6-9—1090, 7-9=2468,1-13=2031,4-13=-2444 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss MQ6 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Trass, Inc., Fontana, CA 92335 4.0-32 sFeb 18 1999 MiTek Industries, Inc. TUB Jut 26 123026 2005 Pagel 7-6-0 , 27-2-8 7-6-0 19-8-8 4x6=4x4= 7-6-0 14-4-0 21-6-0 26-7-8 7-6-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Yi: 11 .0-3-0.0-1-121. [3:0-3-8.0-3-01, {5:0-2-4,0-1-81. 16:0-2-8.0-2-121, 18:0-1-12.0-1-81. 19:0-4-0.0-1-81. [10:0-2-8,ectael. 112:0-3-0.0-2-41 LOADING (psf) TOLL 20.0 TCOL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.89 BC 0.98 WB 0.81 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.66 7 >491 VertCTL) -153 7 =-244 Horz(TL) -0.02 13 n/a IstLCLLMin l/defl = 360 PLATES GWP M20 197/144 Weight: 129 K> BRACING TOP CHORD Sheathed or 2-1-7 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except: 6-0-0 on center bracing: 7-8. WEBS 2 Rows at 1/3 pts 3-12 '.UMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 "Except* 7-102X4DFNo.14Btr WEBS 2 X 4 SPF Std 'Except' 6-82X4 DF-N No.1/No.2,1-12 2X4 DF-N No.1/No.2 REACTIONS (Ib/si2e) 13=1179/0-3-8,12=1171/0-3-8 FORCES (Ib) . First Load Case Only TOP CHORD 1-2=-148, 3-4=-3168.4-5=-3176,5-6=-1828, 6-13=-1179,1-12=-305 BOT CHORD 11-12=2914,10-11=2940, 9-10=2940, 8-9=1810, 7-8=0 WEBS 1-3=-202,3-11=125,2-3=-180, 3-9=222,4-9=-537, 5-9=1459,5-8*-913.6-8=2130, 3-12—2792 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcwrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joinl(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss MQ6-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 , 7-6-0 11-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:30:27 2005 Page 1 27-2-8 , 7-6-0 4-0-0 15-8-8 4x6= 4x5— 7-6-0 14-4-0 21-6-0 26-7-8 7-6-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X,Y): [1:0-2-4.0-2-0], 12:0-3-0.0-1-121. [3:0-2-4.edge]. [7:0-2-4.0-1-81. [8:0-2-8,0-2-121. [10:0-1-12,0-1-81. [11:0-4-0.0-1-81. M2:0-2-8.edgel. [14:0-2-8.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.85 BC 0.98 WB 0.82 (Matrix) DEFL (in) (l°c) I/den Vert(LL) -0.66 9 >493 Vert(TL) -1.32 9 >244 HorzfTL) -0.02 15 n/a 1stLCLLMinl/defl = 360 PUVTES GRIP M20 197/144 Weight: 142 Ib LUMBER FOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except* 9-122X4DFNo.1&Btr WEBS 2X4 SPF Std "Except' 8-10 2X4 DF-N No.1/No.2,1-14 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=118270-3-8,14=1178/0-3-8 BRACING TOP CHORD Sheathed or 2-7-8 on center purlin spacing, except end verticals. Except: 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except: 6-0-0 on center bracing: 9-10. WEBS 2 Rows al 1/3 pis 3-14 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-267,3-4=-3046, 4-6=-3168,6-7=-3193,7-8=-1831,8-15=-1182,1-14=-320, 2-5=-0 BOT CHORD 13-14=2856,12-13=2879,11-12=2879,10-11=1814,9-10=0 WEBS 1-3=-37.3-13=128. 2-3=-271,3-11=303,6-11=-568, 7-11=1473, 7-10=-915, 8-10=2134,3-14=-2773, 4-5=-65.2-4=-171 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin, 6) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSi/TP11-1995 criteria. LOAD CASE(S) Standard Job .E-1759 • Truss MR Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 I 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:30-^8 2005 Page 1 27-2-8 11-6-0 15-8-8 27-2-8 4-1-12 11-6-0 18-4-0 25-6-Q 4-1-12 7-4-4 6-10-0 7-2-0 1-1-8 0-7-0 Plate Offsets (X.Y): [1:0-3-4,0-1-81. F4:0-3-0.edael. 16:0-2-4.0-1-81. [7:0-2-8.0-2-121, 19:0-2-0.0-1-8]. f1 0:0-2-1 2.0-2-01. [13:0-4-0.0-2-81 LOADING <psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.78 BC 0.92 WB 0.94 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.18 10-12 >999 VertfTL) -0.40 10-12 >809 Horz(TL) -0.02 15 n/a 1st LCLL Win l/defl = 360 PLATES GRIP M20 197/144 Weight: 132 Ib .'.UMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std "Except* 6-10 2X4 DF-N No.1/No.2.1-14 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1172/0-3-8,14=1171/0-3-8 BRACING TOP CHORD Sheathed or 2-8-8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except: 6-0-0 on center bracing: 8-9. WEBS IRowatmidpt 2-4,4-13 FORCES Ob) - First Load Case Only TOP CHORD 1-2=-2003,2-3=-145.4-5=-2558,5-6=-2566,6-7=-564,7-15=-1172.1-14=-1126 BOT CHORD 13-14=150.12-13=3172,11-12=3191,10-11=3191, 9-10=554, 8-9=0 WEBS 2-13=240. 2-4=-1796,4-12=135,3-4=-190.4-10=-687,5-10—544, 6-10=2194,6-9=-1139, 7-9=1343,1-13=1704, 4-13=-1414 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) Bearing at joint(s) 15 considers parallel to grain value using ANS1/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss MR1 Truss Type MONO CAL HtP Universal Truss, Inc., Fontana, CA 92335 , -2-6-0 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, inc. Mon Sep 12 12:4755 2005 Page 1 27-2-8 | 2-6-0 11-6-0 15-8-8 4-1-12 11-6-0 18-4-0 25-6-0 4-1-12 7-4-4 6-10-0 7-2-0 1-1-8 0-7-0 Plate Offsets «.Y): [2:0-3-0.0-1-81. 15:0-2-8.0-3-41, [7:0-2-4.0-1-81. [8:0-2-8,0-2-121, [10:0-1-12.0-1-121. [11 :0-2-1 2. 0-2-01 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.78 BC 0.91 WB 0.76 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.17 11-13 >999 Vert(TL) -0.3911-13 >824 Horz(TL) -0.02 16 n/a IstLCLL Win l/defl = 360 PLATES GRIP M20 197/144 Weight: 136 Ib BRACING TOP CHORD Sheathed or 2-8-12 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing, WEBS 1 Row at midpt 3-5, 5-14 UMBER OP CHORD 2X4OF-NNQ.1/NQ.2 -BOTCHORD 2X4DF-NNo.1/No.2 WEBS 2 X 4 SPF Std "Except* 7-112X4 DF-N No.1/No.2,2-15 2X6 DF-N No.1/No.2 2-14 2X4 DF-N No.1/No.2 REACTIONS (Ihfclze) 16=1162/0-3-8.15=1370/0-3-« FORCES (Ib) - First Load Case Only TOP CHORD 1-2=73, 2-3=-1902,3-4=-145, 5-6=-2528, 6-7—2537, 7-8—560, 8-16=-1162, 2-15=-1327 BOT CHORD 14-15=-212,13-14=3109.12-13=3127,11-12=3127.10-11=550,9-10=0 WEBS 3-14=205, 3-5=-1702, 5-13=135,4-5=-190,5-11=-651, 6-11=-544, 7-11=2166, 7-10=-1130,8-10=1333, 2-14=1976, 5-14=-144S NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed Q.SOQin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 , Truss MR2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLENn-OM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Fab 18 1999 MiTek Industries, Inc. Tue Out 26 12:30:30 2005 Page 1 r3-0 11-3-0 , 26-11-8 , 0-3-0 11-3-0 15-8-8 5.00fl2" 3x6 2x4 26-11-8 3-10-12 11-3-0 18-1-0 25-3-0 0-3-0 3-10-12 7-4-4 6-10-0 7-2-0 1-1-8 0-7-0 Plate Offsets IX.Y): [1:0-2-8.0-1-81. r4:0-3-4.edael. 16:0-2-4.0-1-81. [7:0-2-8,0-2-121. (9:0-1-12.0-1-121, f 10:0-2-1 2. 0-2-01. 113:0-4-0.0-2-81 LOADIHG 0>s1) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.78 BC 0.91 WB 0.94 (Matrix) DEFL fin) (loc) 1/rJefl Vert(LL) -0.17 10-12 >999 Vert(TL) -0.39 10-12 >820 HorzfTL) -0.02 15 n/a 1stLCLLMinl/defl*360 PLATES CHIP M20 197/144 Weight: 130 tb LUMBER FOP CHORD 2X4 DF-N No.1/No.2 EOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std "Except* 6-10 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1164/0-3-8,14=1164/0-3-8 BRACING TOP CHORD Sheathed or 2-8-12 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. WEBS 1 Row at midpt 2-4,4-13 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1924, 2-3=-145, 4-5=-2536,5-6=-2545, 6-7=-561, 7-15=-1164.1-14=-1126 BOT CHORD 13-14=95,12-13=3125,11-12=3144,10-11=3144,9-10=552, 8-9=0 WEBS 2-13*210,2-4=-1728,4-12*135,3-4=-190,4-10*-660,5-10=-544,6-10=2173,6-9=-1133, 7-9=1336,1-13=1699,4-13—1437 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3} This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing atjoint(s) 15 considers parallel to grain value using ANS1/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANS1/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 . Truss MR2-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MJTek Industries, Inc. Tue Jul 26 12:30:31 2005 Page 1 3-0 11-3-0 , 26-11-8 U-3-0 11-3-0 15-8-8 5.00 5x6 2x61 -0 4x10-1x411 3x4—4x12=4x4= 26-11-8 3-10-12 11-3-0 18-1-0 25-3-0 0-3-0 3-10-12 7-4-4 6-10-0 7-2-0 1-1-8 0-7-0 Plate Offsets (X.Y): [4:0-3-12.0-2-121. f6:0-2-0.0-1-Sl, [7:0-2-8,0-2-121. [9:0-1-12,0-1-121. [13:0-3-0,0-1-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress tncr NO Code UBC97/AHS195 CSI TC 0.90 BC 0.40 WB 0.88 (Matrix) DEFL (in) (l°c> "deft Vert(LL) -0.04 12-13 >999 Vert(TL) -0.09 12-13 >988 Horz(TL) -0.03 15 n/a 1st LC U Win 1/defl = 360 PLATES GRIP M20 197/144 Weight: 130 Ib MJMBERrOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std "Except* 1-14 2X4 DF-N No.VNo.2,1-13 2X4 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 3-2-7 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS IRowatmidpt 4-10,6-10,4-13 REACTIONS (Ib/size) 15=-63/0-3-8,14=70/26-4-8,11=26/26-4-8,13=630/26-4-8,12=483/26-4-8,10=707/26-4-8,9=537/26-4-8,8*-61/26-4-8 Max Horz 14=-202(load case 5), 13=4037(load case 6), 12=25(load case 6), 10=-3057(load case 5), 9=-589(load case 5) Max Uplift 15=-1278(load case 6), 14=-1692{load case 5), 9=-366(load case 5), 8=-123(!oad case 2} Max Grav15=1226(load case 5). 14=1771 (load case 6), 11=51(load case 2), 13=630(load case 1), 12=517(load case 6), 10=707(load case 1), 9=993(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=63, 2-3=47, 4-5=31, 5-6=27, 6-16=-30, 7-16=-25. 7-15=63,1-14=-52 BOT CHORD 13-14=0,12-13=0,11-12=0,10-11=0,9-10=0,8-9=0 WEBS 2-13=-514, 2-4=-13,4-12=-349,3-4=-195,4-10=-66,5-10=-550, 6-10=-31, 6-9=-415, 7-9=39,1-13=75,4-13=-8 HOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcttrrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500tn. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPt 1-1995 criteria. 7) Load case(s) 5,6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pff) Vert: 1-2=97.0, 2-3=97.0, 4-5=-7.7, 5-6=-7.7,6-16—7.7, 7-16=s-28.0,13-14=-20.0,12-13=-20.0, 11-12—20.0, 10-11—20.0,9-1Q=-20.Q,8-9=-20.Q Horz: 1-2=720.0, 2-3=720.0,4-5=4444.4, 5-6=4444.4,6-16=4444.4 6) User defined: Lumber Increased.33. Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-153.0,2-3=-153.0,4-5=-48.2,5-6=-48.2, 6-16=-48.2, 7-16—28.0,13-14—20.0, 12-13—20.0,11-12=-20.0, 10-11=-20.0,9-10=-20.0,8-9=-20.0 Horz: 1-2=-720.0, 2-3=-720.0,4-5=-4444.4.5-6=^444.4, 6-16=-4444.4 Job ,E-1759 . Truss MS Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc.. Font an a, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:30:32 2005 Page 1 , 7-6-0 , 27-2-8 , 7-6-0 19-8-S 4x6—4X4= 7-6-0 14-4-0 21-6-0 26-7-8 27-2 7-6-0 6-10-0 7-2-0 5-1-8 0-7-0 Pfate Offsets (X.Y): 11:0-3-0.0-1-121. [3:0-3-8,0-3-01. (5:0-2-4.0-1-81. 16:0-2-8.0-2-121. (8:0-1-12.0-1-81. 19:0-4-0.0-1-81. [10:0-2-8.edgel. (12:0-3-0.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.89 BC 0.98 WB 0.81 (Matrix) DEFL (in) (loc) 1/defl Vert(LL) -0.66 7 >491 Vert(TL) -1.33 7 >244 Hotz(TL> -0.02 13 n/a 1st LCLL Mini/deft = 360 PLATES GRIP M20 197/144 Weight: 129 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except' 7-102X4DFNo.1&Btr WEBS 2X4 SPF Std "Except* 6-82X4 DF-N No.1/No.2,1-12 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=1179/0-3-8,12=1171/0-3-8 BRACING TOP CHORD Sheathed or 2-1-7 on center purlin spacing, except end verticals. BOT CHORD Rigid ceifing directly applied or 10-0-0 on center bracing, Except: 6-0-Q on center bracing: 7-8. WEBS 2 Rows at 1/3 pts 3-12 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-148, 3-4=-3168,4-5=-3176. S-6=-1828, 6-13=-1179,1-12=-305 BOT CHORD 11-12=2914, 10-11=2940,9-10=2940,8-9=1810,7-8=0 WEBS 1-3=-202,3-11=125, 2-3=-180,3-9=222, 4-9=-537,5-9=1459,5-8=-913,6-8=2130, 3-12=-2792 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing atjoint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/Tpl 1-1995 criteria. LOADCASE(S) Standard Job £-1759 Truss MS-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 7-6-0 11-6-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:3033 2005 Page 1 27-2-8 , 7-6-0 4-0-0 15-8-8 5.00 [12" 5x5 7-6-0 14-4-0 21-6-0 26-7-8 7-6-0 6-10-0 7-2-0 5-1-8 0-7-O Plate Offsets OC.Y): [1:0-2-4.0-2-01. [2:0-3-0.0-1-121. [3:0-2-4.edgei. [7:0-2-4.0-1-81. [8:0-2-8.0-2-121. [10:0-1-12.0-1-81. [11:0-4-0.0-1-81, t12:0-2-8.edge1.114:0-2-8.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.85 BC 0.98 WB 0.82 (Matrix) DEFL 0") <>oc) l/def) Vert(LL) -0.66 9 >493 Vert(TL) -1.32 9 >244 Horz(TL) -0.02 15 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 142 Ib LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2 X4DF-N No.1/No.2 'Except* 9-12 2X4 DFNo.UBtr WEBS 2 X 4 SPF Sid 'Except* 8-10 2X4 DF-N No.1/No.2,1-14 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1182/0-3-8,14=1178/0-3-8 BRACING TOP CHORD Sheathed or 2-7-8 on center purlin spacing, except end verticals. Except: 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 9-10. WEBS 2 Rows at 1/3 pts 3-14 FORCES (Ib) - First Load Case Only TOP CHORD 1-2—267, 3-4=-3046, 4-6=-316S,6-7=-3193,7-8=-1831,8-15=-1182,1-14—320, 2-5=-0 BOT CHORD 13-14=2856,12-13=2879,11-12=2879,10-11=1814, 9-10=0 WEBS 1-3=-37, 3-13=128,2-3=-271, 3-11=303,6-11=-568, 7-11=1473, 7-10=-915, 8-10=2134,3-14=-2773, 4-5=-65.2-4=-171 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads per Table No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m. 6) Bearing at joint(s) 15 considers parallel to grain value using ANSl/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOADCASE(S) Standard Job 551759 t Truss MS 1-2 Truss Type MONO CAL HIP Universal Truss, Inc., Font ana, CA 92335 3-11-0 11-3-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Thu Sep 15 12:05:05 2005 Page 1 23-7-8 7-4-0 12-4-8 3x4- 3-11-0 10-9-0 17-11-0 23-0-8 3-11-0 6-10-0 7-2-0 5-1-8 0-7-0 Plate Offsets (X.Y): f2:0-2-1 2, 0-2-81. [3:0-3-8.0-3-01. f4:0-3-8.0-2-01. 17:0-2-8.0-2-121, [9:0-1-12,0-1-81. f1 0:0-5-4.0-1 -81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.70 BC 0.96 WB 0.80 (Matrix) DEFL (in) (foe) l/defl Vert(LL) -0.66 8 >425 Vert(TL) -1.32 8 >212 Horz(TL) -0.02 14 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 134 Ib LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except* 8-112X4DFNo.18.Btr WEBS 2X4 SPF Std "Except" 7-92X4 DF-N No.1/No.2 REACTIONS (Ib/size) 14=1023/0-3-8.13=1021/0-3-8 BRACING TOP CHORD Sheathed or 3-1-0 on center purlin spacing, except end verticals. Except: 1 Row at midpt 3-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-596, 3-4=-1708,4-6=-2360,6-7—1577, 7-14—1023,1-13=-515, 2-5=0 BOT CHORD 12-13=873, 11-12=866,10-11=866,9-10=1559,8-9=0 WEBS 1-3=603. 3-12=142, 2-3=-68, 3-10=1449.4-10=-679. 6-10=851, 6-9—756, 7-9=1834.3-13—1006,4-5=-199, 2-4—584 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 6) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 , Truss MT Truss Type MONO CAL HtP Qty 1 Pty 1 LA COSTA GLENH-QM Universal Truss, Inc., Fonlana. CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 123034 2005 Page* 3-0 11-3-0 , 23-7-0 I u-3-0 11-3-0 12-4-0 5.00 3x5 2x4 4x9- -Or 3-10-12 11-3-0 18-1-0 23-0-0 0-3-0 3-10-12 7-4-4 6-10-0 4-11-0 0-7-0 Plate Offsets (X.Y): [1:0-2-4.0-1-8], [4:0-4-4.0-2-41. [6:0-3-4.0-2-121, [8:0-3-4.0-1-121. [11:0-2-8.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.69 BC 0.96 WB 0.99 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.57 7 >487 Vert(TL) -1.16 7 >240 Horz(TL) -0.01 13 n/a 1stLCLLMint/defl = 360 PLATES GRIP M20 197/144 Weight: 1 11 Ib LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 •Except' 7-92X4DFNo.UBtr WEBS 2X4SPFStd REACTIONS (Ib/size) 13=1016/0-3-8. 12=1015/0-3-8 BRACING TOP CHORD Sheathed or 3-8-12 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 7-8. WEBS 1 Row at midpt 2-4 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1668,2-3=30, 4-5=-1519.5-6=-1524,6-13=-1016,1-12—982 BOT CHORD 11-12=76,10-11=2223, 9-10=2234,8-9=2234, 7-8=0 WEBS 2-11=69, 2-4—1498,4-10=104, 3-4—192. 4-8=-780, 5-8=-491, 6-8=1791.1-11=1478.4-11—743 NOTES 1} This truss has been checked for unbalanced loading conditions. 2} All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97, 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin, 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss MT1 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -2-1-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612:30:35 2005 Page 1 11-6-0 1V11-0 3-1 1-1 1.5x4 1x4 4-1-12 11-6-0 1-0 4-1-12 7-4-4 0-5-0 1-1 Plate Offsets (X.Y): [2:0-1-8.0-1-81. [5:0-7-4,0-2-71. f7:0-1-0.0-2-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.81 BC 0.37 WB 0.71 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.06 8-9 >999 Vert(TL) -0.13 8-9 >999 HorzfTL) 0.00 7 n/a 1st LCLL Mini/deft = 360 PLATES GRIP M20 197/144 Weight: 68 Ib BRACING TOP CHORD Sheathed or 5-10-14 on center purlin spacing, except end verticals, BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std *Except* 2-10 2X6 DF-N No.1/No.2 REACTIONS (fb/size) 7=491/0-3-8, 10=685/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62. 2-3=-744,3-4=59,5-6=78,6-7=-262, 2-10=-649 BOT CHORD 9-10=-179. 8-9=107, 7-8=106 WEBS 3-9=-217. 3-5=-666,5-8=-150,4-5=-202,2-9=859,5-9=587 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 , Truss MT2 Truss Type MONO CAL HIP Qty 1 Universal Truss, Inc., Font ana, CA 92335 , -2-1-0 11-6-0 Pty 1 LA COSTA GLENn"OM 4.0-32sFeb181999MiTeklndustries,lnc. Tue Jul 26 12:30:36 2005 Pagel 23-10-0 | 2-1-0 11-6-0 12-4-0 5.00 fl2~ 2x411 5x8- 4-1-12 11-6-0 18-4-0 23-3-0 4-1-12 7-4-4 6-10-0 4-11-0 0-7-0 Plate Offsets (X.Y): [5:0-4-4.0-2-41. 17:0-3-4.0-2-121. [9:0-3-4.0-1-121. f1 2:0-4-0. 0-1 -121 LOADING (psQ TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.69 BC 0.96 WB 0.99 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.57 8 >491 Vert(TL) -1.16 8 >242 Horz(TL) -0.01 14 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 116 Ib BRACING TOP CHORD Sheathed or 3-8-12 on center purlin spacing, except end verticals. 6OT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS IRowatmidpt 3-5 LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except* 8-102X4DFNo.1&Btr WEBS 2 X 4 SPF Std 'Except* 2-132 X 6 DF-N No.1/No.2 REACTIONS (Ib/size) 14=1015/0-3-8,13=1192/0-3-8 FORCES (Ib) - First Load Case Onfy TOP CHORD 1-2=62,2-3=-1663, 3-4=31,5-6=-1517,6-7=-1522, 7-14=-1015, 2-13=-1148 BOT CHORD 12-13=-100,11-12=2219,10-11=2230, 9-10=2230,8-9=0 WEBS 3-12=73,3-5=-1486, 5-11=106,4-5=-193.5-9=-778,6-9=-491,7-9=1789,2-12=1638, 5-12=-752 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Ah plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSt/TP11-1995 criteria. LOAD CASE(S) Standard Job £-1759 Truss MT-2 Truss Type MONO CAL HIP Qty 1 PJy 1 LA COSTA GLENyTOM Universal Truss, Inc., Fontana, CA 92335 3-0 11-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612:30:37 2005 Page 1 23-7-0 11-3-0 12-4-0 DRAG150#PLF. 5.00 2x4!4x8=1x411 3x4-3x8= 3-10-12 11-3-0 18-1-0 23-0-0 0-3-0 3-10-12 7-4-4 6-10-0 4-11-0 0-7-0 Plate Offsets (X.Y>: f1:0-1-8.0-1-12l. [4:0-4-4.0-2-81. [6:0-2-8.0-2-121. [11:0-4-0.0-1-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.84 BC 0.38 WB 0.87 (Matrix) DEFL (in) (loc> t/def] Vert{LL) -0.0410-11 >999 VertfTL) -0.0910-11 >978 Horz(TL) 0.02 13 n/a 1st LCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 1111b LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std BRACING TOP CHORD Sheathed or 4-9-15 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 13=134/0-3-8.12=69/23-0-0.9=39/23-0-0.11=636/23-0-0,10=483/23-0-0, 8=629/23-0-0, 7=40/23-0-0 Max Horz 12=-128(load case 5), 11=18S4(load case 6), 10=19(load case 1), 8=-1473(load case 5) Max Uptift13=-373(load case 6). 12=-765(load case 5) Max Grav 13=483(load case 5), 12=844(load case 6), 9=78(load case 2). 11=636(load case 1). 10=483(load case 1), 8=629(load case 1), 7=80(load case 2) FORCES (Ib) - First Load Case Onry TOP CHORD 1-2=64, 2-3=46, 4-5=17, 5-14=-17, 6-14=7, 6-13=-134, 1-12=-52 BOT CHORD 11-12=0, 10-11=0,9-10=0,8-9=0,7-8=0 WEBS 2-11=-514, 2-4=-11.4-10=-350,3-4=-194,4-8=-64, 5-8=-510,6-8=2,1-11=72, 4-11=-22 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, € has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) t Vert: 1-2=34.5, 2-3=34.5, 4-5=-17.9, 5-14=-17.9, 6-14=-28.0,11-12=-20.0,10-11=-20.0, 9-10=-20.0. 8-9=-20.0, 7-8=-20.0 Horz: 1-2=360.0. 2-3=360.0, 4-5=2222.2,5-14=2222.2 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2—90.5, 2-3=-90.5,4-5=-38.1, 5-14=-38.1,6-14=-28.0,11-12=-20.0,10-11=-20.0, 9-10=-20.0, 8-9=-20.0, 7-8=-20.0 Horz: 1-2=-360.0, 2-3=-360.0, 4-5=-2222.2.5-14=-2222.2 Job E-1759 , Truss MT2-2 Truss Type MONO CAL HIP Qty 1 Universal Truss, Inc., Fontana, CA 92335 • -2-1-0 11-6-0 Ply 1 LA COSTA GLEN/TOM 4.0-32 & Feb 16 1999 MiTek Industries, Inc. Tue Jul 26 12:3038 2005 Page 1 23-10-0 2-1-0 11-6-0 12-4-0 DRAG100#PLF. 5.00 2x4 II 4x8-3x4=3x8= 4-1-12 11-6-0 18-4-0 23-3-0 23-K 4-1-12 7-4-4 6-10-0 4-11-0 0-7-0 Plate Offsets «.Y1: 12:0-2-4,0-1-8], [5:0-2-4.0-2-41, 17:0-2-8.0-2-121 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.85 BC 0.38 WB 0.58 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.04 11-12 >999 Vert(TL) -0.09 11-12 >976 HorzfTL) 0.01 14 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 1 15 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except' 2-13 2X6 DF-N No.1/No.2 BRACING TOPCHORD Sheathed or 5-11-8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 14=128/0-3-8,13=260/23-3-0,10=39/23-3-0,12=626/23-3-0,11=486/23-3-0,9=627/23-3-0,8=40/23-3-0 Max Horz 13=-280(load case 1), 12=1341(load case 6), 11=19(load case 1), 9=-979(load case 5) Max Uplifll 4=-233(load case 6), 13=-403(load case 5} Max Grav14=339(load case 5), 13=642(load case 6), 10=78(load case 2), 12=626(load case 1), 11=486(load case 1), 9=627(load case 1), 8=80(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2*62,2-3=119, 3-4=47,5-6=27,6-15=15, 7-15=17, 7-14=-128, 2-13=-237 BOT CHORD 12-13=0,11-12=0,10-11=0,9-10=0,8-9=0 WEBS 3-12=-529.3-5=41, 5-11=-353, 4-5=-195,5-9=-41,6-9=-510, 7-9=-10,2-12=253, 5-12=-44 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing atjoint(s) 14 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPt 1-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the Intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber Increase*! .33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0,2-3=13.7, 3-4=13.7, 5-6=-21.2, 6-15=-21.2, 7-15=-28.0,12-13=-20.0,11-12=-20.0,10-11=-20.0, 9-10=-20.0, 8-9=-20.0 Horz: 2-3=240.0,3-4=240.0,5-6=1481.5.6-15=1481.5 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-2S.O, 2-3=-69.7.3-4=-69.7,5-6=-34.7, 6-15=-34.7. 7-15=-28.0,12-13=-20.0,11-12=-20.0,10-11=-20.0, 9-10=-20.0,8-9—20.0 Horz: 2-3=-240.0,3-4=-240.0, 5-6=-148l5,6-15=-1481.5 Job E-1759 Truss MT3 TRJSS Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Font ana, CA 92335 '-0 , 9-5-0 4.0-32 s Feb 18 1999 MiTek Industries, inc. Tue Jul 26 12:30:40 2005 Page 1 21-9-0 9-5-0 5.00 12-4-0 DRAG 1000# 0.81 fl2" 1.5x4 -2-1-0 2-0-12 9-5-0 16-3-0 21-2-0 2-1-0 2-0-12 7-4-4 6-10-0 4-11-0 0-7-0 Plate Offsets (X.Y): [1:0^1-8.0-2-01. [4:0-5-0.0-2-01.16:0-3-0.0-2-121. |8:0-3-0.0-2-OL_[11:0-2-8.0-2-01. [12:0-0-12.0-1-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANS195 CSI TC 0.89 BC 0.75 WB 0.92 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.52 7 >496 Vert(TL) -1.05 7 >245 HorzfTL) -0.03 13 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 106 tb BRACING TOP CHORD Sheathed or 3-7-5 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-5 on center bracing. WEBS IRowatmidpt 4-11 LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except' 7-92X4 DF-N 2400F 2.0E WEBS 2X4 SPF Std REACTIONS (Ib/size) 13=936/0-3-8.12=934/0-3-8 Max Horz 12=-2087(load case 5) Max Uplift12=-124(load case 5) Max Orav 12=1145{bad case 6) FORCES (tb) - First Load Case Only TOP CHORD 1-2=-903, 2-3=31.4-5=-1383,5-14=-1388, 6-14=-1363,6-13=-936,1-12=-968 BOT CHORD 11-12=-45,10-11=1855,9-10=1863,8-9=1863, 7-8=0 WEBS 2-11=-251, 2-4=-865.4-10=100, 3-4=-187, 4-8=-528,5-8=-493.6-8=1630,1-11=1197.4-11=-1027 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=13.7, 2-3=13.7,4-5=-21.2, 5-14=-21.2, 6-14=-28.0,11-12=-20.0,10-11=-20.0, 9-10=-20.0, 8-9=-20.0, 7-8=-20.0 Horz: 1-2=240.0, 2-3=240.0, 4-5=1481.5,5-14=1481.5 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-69.7, 2-3=-69.7, 4-5=-34.7, 5-14=-34.7, 6-14—28.0.11-12—20.0,10-11—20.0.9-10=-20.0.8-9—20.0, 7-8=-20.0 Horz: 1-2=-240.0, 2-3=-240.0.4-5=-1481.5, S-14=-1481.5 Job E-1759 Truss MT4 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , 1-5-1 , 9-5-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612:30:40 2005 Page 1 21-9-0 , 1-5-1 7-11-15 12-4-0 -1-C 2x4 4x4 =4x8 = 3-0-12 9-5-0 16-3-0 21-2-0 -1-0 3-0-12 6-4-4 6-10-0 4-11-0 0-7-0 Plate Offsets (X.Y): [1:0-2-4.0-2-0], [2:0-2-0.0-1-81. [6:0-3-0.0-2-121. [8:0-2-12.0-2-01, [10:0-1-12.0-1-8], 111:0-2-0,0-2-01 LOADING <psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.69 BC 0.90 WB 0.94 (Matrix) DEFL (in) (loc) l/defl VertfLL) -0.51 7 >507 VertfTL) -1.03 7 >250 HorzfTL) -0.08 13 n/a 1stLCLLMint/defl = 360 PLATES GRIP M20 197/144 Weight: 95 tb BRACING TOP CHORD Sheathed or 3-5-7 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-9-5 on center bracing. WEBS 1 Row at midpt 4-8 LUMBER 'OP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except" 7-9 2X4 DF-N 2400F2.0E WEBS 2X4 SPF Std 'Except' 2-10 2X4 DF-N No.1/No.2 REACTIONS Ob/size) 13=941/0-3-8,12=939/0-3-8 Max Hoiz 12=-4204(load case 3) Max Uplift 12=-163(load case 3) MaxGrav12=1188(loadcase4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1169,2-3=-1994,3-4=-1969,4-5=-1371,5-14=-1368,6-14=-1344, 6-13=-941, 1-12=-919 BOT CHORD 11-12=23,10-11=1163,9-10=1977.8-9=1977, 7-8=0 WEBS 2-11=-674,4-10=-195.4-8=-667,5-S=-435, 6-8=1608,1-11=1382, 2-10=863 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) Bearing at joint(s) 13 considers parallel to grain value using ANSl/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) This truss has been designed with ANSI/TP11-1995 criteria. 6) Load case(s) 3,4 has been modified. Building designer must review toads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-14.5, 2-3=-14.5, 3-4=-14.S, 4-5=-14.5.5-14^-14.5,6-14=-28.0,11-12=-20.0,10-11=-20.0, 9-10=-20.0, 8-9=-20.0. 7-8=-20.0 Horz: 1-2=2962.9, 2-3=2962.9,3-4=2962.9, 4-5=2962.9, 5-14=2962.9 4) User defined: Lumber lncrease=1.33, Plate increase=1.06 Uniform Loads (ptf) Vert:1-2=-41.5, 2-3=-41.5,3-4=-41.5.4-5=-41.5,5-14=-41.5, 6-14—28.0,11-12—20.0,10-11—20.0.9-10—20.0, 8-9=-20.0, 7-8=-20.0 Horz: 1-2^-2962.9, 2-3=-2962.9, 3-4=-2962.9,4-S=-2962.9,5-14=-2962.9 Job E-1759 Truss MT4-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 , 1-5-1 , 9-5-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612:30:41 2005 Page 1 21-9-0 , 1-5-1 4x5- 7-11-15 o.8i [TF DRAG 200# PLF 4x4= 12-4-0 4x8 = 3-0-12 9-5-0 16-3-0 21-2-0 -1-0 3-0-12 6-4-4 6-10-0 4-11-0 0-7-0 Plate Offsets (X.Y): [1:0-2-4.0-2-01. [2:0-2-0,0-1-81. [6:0-3-0.0-2-121. [8:0-2-12,0-2-01.110:0-1-12.0-1-81.111:0-2-0.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.69 BC 0.90 WB 0.94 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.51 7 >507 VertCTL) -1.03 7 >250 HorzfTL) -0.08 13 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 95 Ib BRACING TOP CHORD Sheathed or 3-5-7 on center purlin spacing, except end verticals, BOT CHORD Rigid ceiling directly applied or 2-9-5 on center bracing. WEBS 1 Row at mid pi 4-8 LUMBER FOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 'Except" 7-92X4 DF-N 2400F 2.0E WEBS 2X4 SPF Std "Except' 2-10 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 13=941/0-3-8,12=939/0-3-8 Max Horz 12=-4204(load case 3) Max Uplift 12=-163(load case 3) Max Grav 12=1188(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2—1169,2-3=-1994,3-4—1969,4-5=-1371, 5-14—1368, 6-14—1344,6-13=-941,1-12—919 BOT CHORD 11-12=23,10-11=1163,9-10=1977,8-9=1977. 7-8=0 WEBS 2-11=-674, 4-10=-195, 4-8=-667,5-8=-435,6-8=1608,1-11=1382, 2-10=863 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 4) Bearing at joint(s) 13 considers parallel to grain value using ANSt/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) This truss has been designed with ANSl/TP11-1995 criteria. 6) Load case(s) 3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 3) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (ptf) Vert: 1-2=-14.5, 2-3=-14.5,3-4=-14.5,4-5=-14.5, 5-14=-14.5,6-14=-28.0,1 1-12=-20.Q.10-11=-20.0,9-10=-20.0, 8-9=-20.0, 7-8=-20.0 Horz: 1-2=2962.9. 2-3=2962.9, 3-4=2962.9. 4-5=2962.9.5-14=2962.9 4) User defined: Lumber )ncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert:1-2=-41.5, 2-3=-41.5,3-4=-41.5,4-5—41.5. 5-14—41.5,6-14—28.0,11-12—20.0,10-11—20.0,9-10=-20.0, 8-9=-20.0, 7-8=-20.0 Horz: 1-2=-2962.9, 2-3—2962.9,3-4=-2962.9,4-5=-2962.9,5-14=-2962.9 Job E-1759 , Truss MV Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MJTek Industries, Inc. Tue Jul 26 12:30:42 2005 Page 1 27-10-8 11-6-0 16-4-8 27-10-8 4-1-12 11-6-0 18-4-0 25-6-0 27-3-8 4-1-12 7-4-4 6-10-0 7-2-0 0-7-0 Plate Offsets (X.Y): [4:0-5-8.0-3-01. [6:0-2-0,0-1-81. [7:0-2-8.0-2-121. [9:0-1-12.0-1-121. [10:0-3-8.0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Ptates Increase 1 .00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.83 BC 0.98 WB 0.98 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.2310-12 >999 Vert(TL) -0.52 10-12 >635 Horz(TL) -0.03 15 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 133 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std •Except" 6-10 2X4 DF-N No.1/No.2,1-14 2X6 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1201/0-3-8, 14=1200/0-3-8 BRACING TOP CHORD Sheathed or 2-4-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except: 6-0-0 on center bracing: 8-9. WEBS 1 Row at midpt 2-4,4-13 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-2061, 2-3=-148,4-5=-2925,5-6=-2935,6-7=-808,7-15=-1201,1-14=-11S7 BOT CHORD 13-14=148,12-13=3713,11-12=3743,10-11=3743,9-10=796,8-9=0 WEBS 2-13=328, 2-4=-1848,4-12=129,3-4=-188,4-10=-879,5-10=-545,6-10=2316,6-9=-1130, 7-9=1466,1-13=1761,4-13=-1907 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPt 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSl/TPl 1-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss MV1 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fonlana, CA 92335 , -2-1-0 , 11-6-0 4.0-32sFeb181999MiTek Industries, Inc. Mon Aug 22 12:54:00 2005 Page 1 27-10-8 , 2-1-0 11-6-0 16-4-8 DRAG 3700# 4-1-12 11-6-0 18-4-0 25-6-0 27-10-8 27-3-8 4-1-12 7-4-4 6-10-0 7-2-0 1-9-8 0-7-0 Plate Offsets fX.Yl: f2:0-3-4.0-1-81. {5:0-2-12,0-3-41. [7:0-2-0.0-1-81. (8:0-2-8.0-2-121.110:0-1-12.0-1-121.111:0-4-0.0-1-81 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.93 BC 0.94 WB 0.81 (Matrix) DEFL (in) COG) l/defl Vert(LL) -0.2211-13 >999 Vert(TL) -0.51 11-13 >648 HorzfTL) -0.07 16 n/a 1st LCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 137 Ib Sheathed or 1-11-10 on center purlin spacing, except end verticals. Rigid ceiling directly applied or 2-9-11 on center bracing. 1 Row at midpt 3-5,5-11 2 Rows at 1/3 pts 5-14 LUMBER BRACING TOP CHORD 2X4 DF-N No.1/No.2 TOP CHORD BOT CHORD 2X4 DF-N No.1/No.2 -Except' BOT CHORD 9-12 2 X 4 OF No.1&Btr WEBS WEBS 2X4 SPF Std "Except* 7-11 2X4 DF-N No.1/No.2, 2-15 2 X6 DF-N No.1/No.2 2-142X4 DF-N No.1/No.2 REACTIONS (Ib/size) 16=1194/0-3-8,15=1368/0-3-8 Max Horz 15=-3768(toad case 5) Max Uplift15=-241(load case 5) Max Grav 15=1690(load case 6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=62, 2-3=-1988, 3-4=-148,5-6—2900, 6-7—2911. 7-17=-805,8-17—794. 8-16=-1194, 2-15=-1329 BOT CHORD 14-15—128.13-14=3662,12-13=3691,11-12=3691,10-11=793,9-10=0 WEBS 3-14=299, 3-5=-1780. 5-13=129. 4-5=-188, 5-11=-849, 6-11=-545, 7-11=2294, 7-10—1124. 8-10=1459, 2-14=1973, 5-14=-1924 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review toads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=30.3, 3-4=30.3, 5-6=-16.6, 6-7=-16.6, 7-17=-16.6, 8-17—28.0, 14-15=-20.0, 13-14=-20.0, 12-13—20.0.11-12—20.0,10-11—20.0, 9-10—20.0 Horz: 2-3=336.0, 3-4=336.0, 5-6=1723.1, 6-7=1723.1. 7-17=1723.1 6) User defined: Lumber lncrease=1.33, Plate lncrease=1,06 Uniform Loads (plf) Vert: 1-2—28.0, 2-3=-86.3, 3-4=-86.3,5-6=-39.4.6-7—39.4, 7-17=-39.4, 8-17=-28.0,14-15—20.0,13-14=-20.0, 12-13=-20.0,11-12=-20.0,10-11—20.0,9-10=-20.0 Horz: 2-3=-336.0, 3-4=-336.0, 5-6—1723.1, 6-7—1723.1, 7-17=-1723.1 Job E-1759 Truss MV2 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 9-10-8 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612:30:44 2005 Page 1 26-3-0 1- -6 .1. 9-10-8 5.00 [12" 4x4 2-6-4 9-10-8 16-8-8 23-10-8 25*0 26^0 1--8 2-6-4 7-4-4 6-10-0 7-2-0 1-9-8 0-7-0 Plate Offsets OC.Y1: [1:0-2-0.0-1-121. [4:0-2-8.0-3-41. [6:0-2-4.0-1-81. r7:0-2-8.0-2-12l. 19:0-1-12.0-1-121. [10:0-2-12.0-2-01. [13:0-3-4.0-2-81 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress tncr YES Code UBC97/ANSI95 CSI TC 0.79 BC 0.90 WB 0.96 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.1910-12 >999 VertfTL) -0.4310-12 >723 HorzCTL) -0.03 15 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 128 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOTCHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std 'Except* 6-102X4DF-NNo.1/No.2 REACTIONS (lb/size) 15=1133/0-3-8,14=1133/0-3-8 BRACING TOP CHORD Sheathed or 2-7-0 on center purlin spacing, accept end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at mldpt 2-4.4-13 FORCES (Ib) - First toad Case Only TOP CHORD 1-2=-1300, 2-3—147, 4-5=-2694, 5-6=-2704,6-7=-769,7-15=-1133,1-14=-1147 BOT CHORD 13-14=-42,12-13=3207,11-12=3233,10-11=3233,9-10=756, 8-9=0 WEBS 2-13=-12, 2-4=-1201, 4-12=125, 3-4=-1S4, 4-10=-585,5-10=-545, 6-10=2108, 6-9=-1068,7-9=1392,1-13=1466,4-13=-2056 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing atjoinl(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 , Truss MV-2 Tmss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM. Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:30:45 2005 Page 1 11-6-0 I 27-10-8 11-6-0 16-4-8 00# PLF. 3x7 2x5 3x5- 27-10-8 4-1-12 11-6-0 18-4-0 25-6-0 27-3-8 4-1-12 7-4-4 6-10-0 7-2-0 1-9-8 0-7-0 Plate Offsets (X.Y): [4:0-2-0.0-3-01. [6:0-1-12.0-1-8]. [7:0-2-8,0-2-121. [13:0-4-0.0-2-01 LOADING (psl) TCUL 20.0 TOOL 14.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates increase 1.00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANSI9S CSI TC 0.90 BC 0.38 WB 0.84 (Matrix) DEFL (in) (loc) l/def! Vert(LL) -0.04 12-13 >999 Vert(TL) -0.09 12-13 >988 Horz(TL) -0.02 15 n/a 1st LC LL Min l/defl = 360 PLATES GRIP M20 197/144 Weight: 132 Ib '.UMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std "Except* 1-14 2X6 DF-N No.1/No.2 BRACING TOP CHORD Sheathed or 4-1'3 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS IRowatmidpl 4-10,6-10,4-13 REACTIONS (Ib/size) 15=-4/0-3-8,14=81/27-3-8,11=24/27-3-8,13=631/27-3-8,12=490/27-3-8,10=704/27-3-8, 9=499/27-3-8, 8=-24/27-3-8 Max Horz 14=-205(load case 5), 13=2570(load case 6), 12=24(load case 1), 10=-2059(load case 5), 9=-596(load case 5) Max Uplift15—867(load case 6), 14=-10120oad case 5). 9=-257(load case 5), 8=-49(load case 2} Max Grav 15=864(load case 5), 14=1103(load case 6), 11=49(load case 2), 13=631(load case 1), 12=490(load case 1), 10=704(load case 1), 9=823(toad case6) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=64, 2-3=48, 4-5=32,5-6=27, 6-16=-30, 7-16—19, 7-15=4,1-14—59 BOT CHORD 13-14=0,12-13=0,11-12=0,10-11=0,9-10=0,8-9=0 WEBS 2-13=-514. 2-4=-13, 4-12=-356, 3-4=-19S, 4-10=-59, 5-10=-552,6-10=-26, 6-9=-390, 7-9=28,1-13=62,4-13=-3 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=55.3,2-3=55.3,4-5=-11.7,5-6=-11.7,6-16=-11.7,7-16—28.0,13-14=-20.0.12-13—20.0,11-12=-20.0, 10-11—20.0, 9-10=-20.0, 8-9=-20.0 Horz: 1-2=480.0.2-3=480.0, 4-5=2461.5, 5-6=2461.5,6-16=2461.5 6) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pit) Vert:1-2=-111.3, 2-3—111.3, 4-5=-44.2.5-6=-44.2,6-16=-44.2, 7-16—28.0,13-14—20.0,12-13—20.0.11-12—20.0, 10-11=-20.0,9-10=-20.0,8-9=-20.0 Horz: 1-2=-480.0, 2-3=-480.0, 4-5—2461.5, 5-6=-2461.5, 6-16—2461.5 Job E-1759 Truss MV2-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 ' , 9-10-8 11-3-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 2612:30:46 2005 Page 1 26-3-0 , -1- 9-10-8 1-4-8 15-0-0 4x8= 3x5 1x4 11 -8 2-6-4 9-10-8 16-8-8 23-10-8 25-8-0 26^0 -8 2-6-4 7-4-4 6-10-0 7-2-0 1-9-8 0-7-0 Plate Offsets fX.Y): [1:0-2-4,0-1-81.13:0-4-4.0-1-121. [4:0-4-8.0-3-41. [6:0-2-4.0-1-81. [9:0-2-8.0-2-121. [11:0-1-12.0-1-121. M2:0-2-12.0-2-01.115:0-3-4.0-2-81 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.70 BC 0.92 WB 0.90 (Matrix) DEFL 0") CDC) Vert(LL) -0.20 12-14 Vert(TL) -0.45 12-14 HorzfTL) -0.03 17 1stLCLl-MinVdefi = 36 >999 >699 n/a PLATES GRIP M20 197/144 Weight: 133 Ib LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std "Except* 8-122X4 DF-N No.1/No.2 REACTIONS (Ib/size) 17=1137/0-3-8,16=1139/0-3-8 BRACING TOP CHORD BOT CHORD WEBS Sheathed or 2-11-3 on center purlin spacing, except end verticals. Rigid ceiling directly applied or 6-0-0 on center bracing. 1 Row at midpt 2-4 2 Rows at 1/3 pts 4-15 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=M288,2-3=69,4-5*-2673, 5-7=-2682. 7-8=-2694, S-9=-780,9-17=-1137,1-16=-1154, 3-6=-1 BOT CHORD 15-16=-24,14-15=3346,13-14=3374,12-13=3374,11-12=767,10-11=0 WEBS 2-15=63,2-4=-1184,4-14=122,3-4=-478,4-12—743, 7-12=-488, 8-12=2086, 8-11=-1085, 9-11=1411,1-15=1416, 4-15—2227,5-6=158 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plales unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m. 6) Bearing at joinl(s) 17 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss MW Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontena, CA 92335 -3-0 11-3-0 4.0-32 & Feb 181999 MiTek Industries, Inc. Tue Jul 2612:30:47 2005 Page 1 26-3-0 U-3-O 11-3-0 15-0-0 3x6 2x4 4x4 = 3-10-12 11-3-0 18-1-0 23-3-0 0-3-0 3-10-12 7-4-4 6-10-0 5-2-0 2-5-0 0-7-0 Plate Offsets (X.Y): [1:0-2-8.0-1-81.14:0-4-12.0-2-121 [6:0-2-4.0-2-01 [7:0-2-8.0-2-121. [9:0-1-12.0-2-01. [10:0-3-4.0-2-01.113:0-4-0.0-2-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.79 BC 0.84 WB 0.98 (Matrix) DEFL (in) (toe) l/defl Vert(LL) -0.17 10-12 >999 Vert(TL) -0.4010-12 >780 HorzfTL) -0.02 15 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 125 Ib '.UMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std REACTIONS (Ib/size) 15=1134/0-3-8,14=1132/0-3-8 BRACING TOP CHORD Sheathed or 2-8-10 on ceirter purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. WEBS 1 Row at midpt 2-4,4-13 FORCES Ob) - First Load Case Only TOP CHORD 1-2*-1870, 2-3=-145, 4-5=-2364, 5-6=-2371,6-7=-910, 7-15«-1134,1-14=-1095 BOT CHORD 13-14=90,12-13=3189,11-12=3210,10-11=3210,9-10=901,8-9=0 WEBS 2-13=225, 2-4=-1679.4-12=140, 3-4=-189,4-10=-910, 5-10=-496, 6-10=1701,6-9=-986, 7-9=1413,1-13=1654, 4-13—1546 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSt/TPI 1-1995 criteria. LOAD CASE(S) Standard Job E-17S9 Truss MW1 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 • -2-6-0 11-6-0 Qty 1 Ply 1 LA COSTA GteNfTOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Mon Sep 12 12:48:15 2005 Page 1 26-6-0 , 2-6-0 11-6-0 15-0-0 1x4 2x4 1 4-1-12 4-1-12 11-6-0 , 18-4-0 7-4-4 6-10-0 23-6-0 5-2-0 25-11-0 26-6tO 2-S-O 0-7-0 Plate Offsets OC.Y>: [2:0-3-0.0-1-8], (5:0-4-12,0-2-121. (7:0-2-4.0-2-0], {8:0-2-8.0-2-121. [10:0-1-12.0-2-0], [11:0-3-4,0-2-01 LOADING (psf) TOLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANSI9S UMBER OP CHORD 2X4 DF-N No.1/No.2 60T CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std 'Except* CSI TC 0.79 BC 0.85 WB 0.97 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.1711-13 >999 Vert(TL) -0.4011-13 >784 HorzfTL) -0.02 16 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight; 131 Ib BRACING TOP CHORD Sheathed or 2-8-12 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 3-5, 5-14 2-15 2X6 DF-N No.1/No.2,2-14 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 16=1131/0-3-8,15=1339/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=73, 2-3=-1846,3-4=-144. 5-6=-2356,6-7=-2363, 7-8=-908,8-16=-1131, 2-15=-1296 BOT CHORD 14-15=-217, 13-14=3170,12-13=3191,11-12=3191,10-11=899,9-10=0 WEBS 3-14=218, 3-5=-l651,5-13=140, 4-5—190. 5-11—899, 6-11=-496, 7-11=1694, 7-10=-983, 8-10=1409, 2-14=1929.5-14=-1557 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verity capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job £-1759 . Truss MW1-2 Truss Type MONO CAL HIP Universal Truss, Inc., Fontana, CA 92335 , -2-1-0 11-6-0 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:30:49 2005 Page 1 26-6-0 2-1-0 11-6-0 15-0-0 5.00 |U DRAG^BS PLF. 5x5= 178 2x5 3x4=3x8=3x4= 4-1-12 11-6-0 18-4-0 23-6-0 25-11-0 2' 4-1-12 7-4-4 6-10-0 5-2-0 2-5-0 0-7-0 Plate Offsets (X.Y): 12:0-2-8.0-1-81. 15:0-5-12.0-2-121. 18:0-2-8.0-2-121. 114:0-4-0.0-2-4} LOADING (psf) TCLL 20.0 TCDL 14.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1,25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.85 BC 0.37 WB 0.99 (Matrix) DEFL (in) (l°c) l/defl Vert(LL) -0.04 13-14 >999 Vert(TL) -0.0913-14 >973 HorzfTL) 0.01 16 n/a 1stLCUMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 130 Ib LUMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std *ExcepT 2-15 2X6 DF-N No.1/No.2 BRACING TOPCHORD Sheathed or 4-4-12 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 16=87/0-3-5,15=254/25-11-0,12=43/25-11-0,14=623/25-11-0,13=493/25-11-0,11=616/25-11-0,10=313/25-11-0, 9=8/25-11-0 Max Horz 15=-269(load case 1), 14=2196(load case 6), 13=23(load case 1), 11=-1692(load case 5), 10=-580(load case 5) Max Uplift 16=-612(load case 6), 15=-8810oad case 5), 10=-68(load case 5) Max Grav16=688(load case 5), 15=972(load case 6), 12=87(load case 2), 14=623(load case 1), 13=493(load case 1), 11=616(toad case 1), 10=433Qoad case 6), 9=17(loadcase2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=60, 2-3=120, 3-4=48, 5-6=44,6-7=32, 7-17—16,8-17—2, 8-16=-87. 2-15=-231 BOT CHORD 14-15=0,13-14=0,12-13=0,11-12=0,10-11=0,9-10=0 WEBS 3-14=-532,3-5=40, 5-13=-361,4-5*-195. 5-11=-40, 6-11—500, 7-11—32, 7-10=-229. 8-10=10,2-14=241, 5-14=-26 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerrt with arty other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) Bearing at joint(s) 16 considers parallel lo grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5,6 has been modified. Building designer must review loads lo verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate Increased.06 Uniform Loads (plf) Vert: 2-3=47.0, 3-4=47.0, 5-6—13.4, 6-7—13.4. 7-17=-13.4, 8-17=-28.0, 14-15=-20.0, 13-14=-20.0. 12-13=-20.0. 11-12=-20.0, 10-11—20.0, 9-10=-20.0 Horz: 2-3=432.0, 3-4=432.0, 5-6=2215.4,6-7=2215.4, 7-17=2215.4 6) User defined: Lumber lncrease=1.33, Plate Increase*! .06 Uniform Loads (plf) Vert: 2-3=-103.0, 3-4=-103.0,5-6=-42.6, 6-7=-42.6, 7-17=-42.6,8-17=-28.0,14-15=-20.0,13-14=-20.0,12-13=-20.0, 11-12—20.0,10-11=-20.0.9-10=-20.0 Horz: 2-3=-432.0, 3-4=-432.0,5-6=-2215.4, 6-7=-2215.4, 7-17=-2215.4 Job E-1759 . Truss MW2 Truss Type MONO CAL HIP Qty 1 Pty 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana. CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:3050 2005 Page 1 I 11-6-0 I 26-6-0 . 11-6-0 15-0-0 5.00 rnr 3x7 2x4 4-1-12 11-6-0 18-4-0 23-6-0 25-11-0 26^0 4-1-12 7-4-4 6-10-0 5-2-0 2-5-0 0-7-0 Plate Offsets OC.YV 14:0-2-4.0-2-121. [6:0-2-4.0-2-01. 17*2-8.0-2-121. 19:0-1-12.0-1-121. (10:0-3-4.0-2-01. 113:0-4-0.0-2-121 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr YES Code UBC97/ANS195 CSI TC 0.80 BC 0.85 WB 0.95 (Matrix) DEFL (in) (loc) l/defl Vert(LL> -0.18 10-12 >999 Vert(TL) -0.41 10-12 >770 HorzfTL) -0.02 15 n/a 1st LC LL Mm l/defl = 360 PLATES GRIP M20 197/144 Weight 127 Ib '.UMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Sid "Except' 1-142 X6DF-N No.1/No.2 REACTIONS (Ib/slze) 15=1141/0-3-8,14=1139/0-3-8 BRACING TOP CHORD Sheathed or 2-8-8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 8-9. WEBS IRowatmtdpt 2-4,4-10,4-13 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=-1947,2-3=-145,4-5=-2385,5-6=-2391,6-7=-916,7-15=-1141,M4=-1095 BOT CHORD 13-14=144,12-13=3236,11-12=3258,10-11=3258,9-10=907,8-9=0 WEBS 2-13=256, 2-4=-1745,4-12=141.3-4=-190, 4-10=-939,5-10=-496, 6-10=1718,6-9=-993, 7-9=1422,1-13=1658,4-13=-1527 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcunent with any other live loads per Table Ho. 16-B, UBC-97. 4} Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss MW-2 Truss Type MONO CAL HIP Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Man Aug 22 12:48:39 2005 Page 1 26-3-0 Universal Truss, Inc., Fontana, CA 92335 '0,3-0 11-3-0 0-3-0 11-3-0 1x4 H 3 5.00 15-0-0 DRAG190#PLF. 0.98 fl2~ 3x4 4x5 1x41)3x4 =3x8=3x4= 3-10-12 11-3-0 18-1-0 23-3-0 25-8-0 0-3-0 3-10-12 7-4-4 6-10-0 5-2-0 2-5-0 0-7-0 Plate Offsets fX,Y): [1:0-2-4.0-1-121, {4:0-2-8,0-3-0], [7:0-2-8,g-2-121,_[13:0-4-0.0-2-gi_ LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.84 BC 0.37 WB 1.00 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.04 12-13 >999 VertfTL) -0.09 12-13 >975 Horz(TL) 0.01 15 n/a 1stLCLLMinl/def] = 360 PLATES GRIP M20 197/144 Weight: 125 Ib LUMBER TOP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std BRACING TOP CHORD Sheathed or 4-3-11 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 1 Row at midpt 4-10 REACTIONS (Ib/size) 15=92/0-3-8,14=67/25-8-0,11=44/25-8-0,13=632/25-8-0,12=493/25-8-0, 10=619/25-8-0, 9=311/25-8-0, 8=8/25-8-0 Max Horz 14=-155(load case S). 13=2336(load case 6), 12=23(load case 1), 10=-1782(load case 5), 9=-611(load case 5) Max Uplift15=-647(load case 6), 14=-966{load case 5), 9=-S2(load case 5) Max Gray 15=723(load case 5). 14= 1043(load case 6), 11=S7(load case 2), 13=632(load case 1), 12=493(load case 1), 10=619{load case 1), 9=446(load case 6), 8=17(loadcase2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=67, 2-3=48, 4-5=33. 5-6=21, 6-16=-20, 7-16—7, 7-15=-92,1-14—50 BOT CHORD 13-14=0,12-13=0,11-12=0,10-11=0,9-10=0,8-9=0 WEBS 2-13=-514, 2-4=-10,4-12—361, 3-4—195, 4-10=-62, 5-10=-500, 6-10—25.6-9=-232, 7-9=17,1-13=69, 4-13=-7 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconciment with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: 5) User defined: Lumber Increased.33, Plate Increased.06 Uniform Loads (pit) Vert: 1-2=51.2, 2-3=51.2, 4-5—12.6, 5-6=-12.6, 6-16=-12.6, 7-16—28.0,13-14=-20.0. 12-13=-20.0,11-12=-20.0, 10-11=-20.Q, 9-1Q=-20.0, 8-9—20.0 Horz: 1-2=456.0, 2-3=456.0, 4-5=2338.4, 5-6=2338.5,6-16=2338.4 6) User defined: Lumber lncrease=1.33, Plate Increased.06 Uniform Loads (plf) Vert: 1-2—107.2, 2-3=-107.2, 4-5=-43.4, 5-6=-43.4,6-16—43.4, 7-16—28.0,13-14=-20.0.12-13—20.0,11-12—20.0, 10-11—20.0, 9-10=-20.0,8-9=-20.0 Horz: 1-2=-456.0,2-3—456.0, 4-5=-2333.4.5-6=-2338.5,6-16=-2338.4 Job E-17S9 , Truss MW2-2 Truss Type MONO CAL HIP Qry 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 26 12:3052 2005 Page 1 1 11-6-0 I 26-6-0 11-6-0 15-0-0 5.00 2x5!5x8 =1x4 II 3x4=3X8—3x4^ 4-1-12 11-6-0 18-4-0 23-6-0 25-11-0 2i 4-1-12 7-4-4 6-10-0 5-2-0 2-5-0 0-7-0 Plate Offsets OC.Y): f1:0-2-12.0-1-8I. (4:0-5-12.0-2-121. [7:0-2-8.0-2-12], [13:0-4-0,0-2-41 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1 .00 Lumber Increase 1 .25 Rep Stress Incr NO Code UBC97/ANS195 CSI TC 0.84 BC 0.37 WB 0.99 (Matrix) DEFL (in) (loc) l/defl Vertfl-L) -0.04 12-13 >999 VertfTL) -0.09 12-13 >975 HorzcTL) 0.01 15 n/a IstLCLLMin 1/defl = 360 PLATES GRIP M20 197/144 Weight: 127 Ib '.UMBER TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4 DF-N No.1/No.2 WEBS 2X4 SPF Std "Except' 1-142X6DF-NNo.1/No.2 BRACING TOP CHORD Sheathed or 4-4-12 on center purlin spacing, except end verticals. BOT CHORD Rigid cefting directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 15*92/0-3-8,14=80/25-11-0,11=44/25-11-0,13=633/25-11-0,12=493/25-11-0,10=619/25-11-0, 9=311/25-11-0,8=8/25-11-0 Max Horz 14»-181(load case5). 13=2196(toad case 6), 12=23(load case 1). 10=-1692(load case 5), 9=-580(load case5) Max Uplrft15=-612(load case 6), 14=-881(load case 5). 9=-68(load case 5) Max Grav 15=688(load case 5), 14=972(load case 6), 11=87(load case 2), 13=633(load case 1), 12=493(load case 1), 10=619(load case 1), 9=433fload case6), 8=17(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=65,2-3=48,4-5=32, 5-6=20, 6-16=-20, 7-16=-7, 7-15=-92, 1-14=-59 BOT CHORD 13-14=0, 12-13=0, 11-12=0, 10-11=0. 9-10=0, 8-9=0 WEBS 2-13=-514,2-4—12, 4-12=-361, 3-4=-195,4-10=-63, 5-10=-500,6-10=-24,6-9=-232, 7-9=17,1-13=62,4-13=-6 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. 7) Load case(s) 5, 6 has been modified. Building designer must review loads to verity that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 5) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (pK) Vert: 1-2=47.0, 2-3=47.0,4-5=-13.4, 5-6=-13.4, 6-16=-13.4, 7-16=-28.0, 13-14—20.0,12-13=-20.0,11-12—20.0, 10-11—20.0,9-10=-20.0,8-9=-20.0 Horz: 1-2=432.0. 2-3=432.0, 4-5=2215.4, 5-6=2215.4, 6-16=2215.4 6) User defined: Lumber lnerease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-103.0, 2-3—103.0, 4-5=-42.6,5-6=-42.6, 6-16=-42.6, 7-16=-28.0,13-14=-20.0,12-13=-20.0,11-12—20.0. 10-11=-20.0,9-10=-20.0, 8-9S-20.0 Horz: 1-2=-432.0, 2-3=-432.0, 4-5—2215.4,5-6=-2215.4.6-16—2215.4 Job 021759 Truss PA Truss Type COMMON Qly 1 Ply 1 LA COSTA GLEN/TOM Universal Truss. Inc., Fontana, CA 92335 5-2-0 , 10-4-0 15-6-0 4.0-325 Feb 18 1999 MiTek Industries, Inc. Thu Nov 1010:31:51 2005 Page 1 20-8-0 , 25-10-0 , 31-fW) 5-2-0 5-2-0 0.50M2 5-2-0 5-2-0 5-2-0 5-2-0 8x12=3x8= 14 1x411 13 4x12= 12 4x5= 11 6x15M18= 10 4x5= 9 4x12=1x411 5-2-0 10-4-0 15-6-0 20-8-0 25-10-0 30-8-8 31r 0-3-8 4-10-8 5-2-0 5-2-0 5-2-0 5-2-0 4-10-8 0-3-8 Plate Offsets (X,Y): [1:0-2-0,0-2-8], [2:0-3-0,0-1 -8J, [4:0-3-8,0-3-0), [6:0-3-0,0-1-8], [7:0-2-0,0-2-8], [9:0-4-8,0-2-0], [10:0-1-12,0-1-8], [11:0-7-8,edge], {12:0-1-12,0-1-8], [13:0^-8 L0-2-0] __________ _____________ LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-2-0 Plates Increase 0.80 Lumber Increase 1.00 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.98 BC 0.84 WB 0.78 (Matrix) DEFL (in) (be) l/defl Vert(LL) -0.72 11 >501 Vert(TL) -1.08 11 >334 Horz(TL) -0.01 16 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 M16 127/82 Weight: 134lb BRACING TOP CHORD Sheathed or 1-6-14 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4DF-N2400F2.0E BOT CHORD 2X4 OF-N 2400F 2.QE WEBS 2X4 SPF Std 'Except' 1-15 2 X4 DF-N No.1/No.2, 7-162X4 DF-N No.1/No.2 1-132X4 DF No.1&Btr, 2-12 2 X4 DF-N No.MNo.2 6-10 2X4 DF-N No.1/No.2,7-92X4 DF No.UBtr 1-14 2 X4 DF-N No.1/No.2.7-8 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1977/0-3-8,16=1974/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 14-15=89,1-15=-1812,1-2=-4860,2-3—7147, 3-4—7265,4-5=-7265, 5-6—7147, 6-7=-4860, 8-16=89,7-16-1809 BOT CHORD 13-14=128, 12-13=4843, 11-12=7130, 10-11=7130,9-10=4843,8-9=129 WEBS 1-13=4913, 2-13-1317, 2-12=2398,3-12=-610, 3-11=124,4-11=36, 5-11=124, 5-10=-610, 6-10=2397, 6-9=-1317,7-9=4913 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing atjoint(s) 15, 16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Job 021759 Truss PA1 Truss Type COMMON Qty 1 Pry 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 5-2-0 , 10-4-0 15-6-0 4.0-32-sFeb 18 1999 MiTek Industries, Inc. Thu Nov 1010:31:552005 Page 1 20-8-0 , 25-10-0 , 31-O-0 5-2-0 5-2-0 0.50M2 5-2-0 5-2-0 5-2-0 5-2-0 14 1x411 13 4x7= 12 3x5= 11 5x10 10 3x5= 9 4x7=1x4|| 5-2-0 10-4-0 15-6-0 20-8-0 25-10-0 30-8-8 31r 0-3-8 4-10-8 5-2-0 5-2-0 5-2-0 5-2-0 4-10-8 0-3-8 Plate Offsets (X,Y): [1:0-2-0,0-2-8], [2:0-2-12,0-1-8], (4:0-3-0,0-2-4], [6:0-2-12,0-1-8], [7:0-2-0,0-2-8], [9:0-2-4,0-2-0], [10:0-1-12,0-1-8], [11:0-5-0,0-3-4], [12:0-1-12,0-1-8], [13:0-2-4.0-2-0] ___^___ LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 1-4-0 Plates Increase 0.80 Lumber Increase 1.00 Rep Stress Incr YES Code UBC97/ANSI95 CS! TC 0.75 BC 0.80 WB 0.77 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.53 11 >686 Vert(TL) -0.79 11 >458 Horz(TL) -0.02 16 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 M16 127/82 Weight: 132lb BRACING TOP CHORD Sheathed or 2-2-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER -TOP CHORD 2X4DF-NNo.1/No.2 BOT CHORD 2X4DFNo.1&Btr WEBS 2X4 SPF Std 'Except* 1-13 2X4 DF-N No.1/No.2, 2-12 2X4 DF-N No.1/No.2 6-102X4 DF-N No.1/No.2, 7-92X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1217/0-3-8, 16=1215/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 14-15=55, 1-15=-1116,1-2—2990, 2-3=-4401, 3-*=-4467,4-5=-4467, 5-6=-4401, 6-7=-2990, 8-16=55,7-16=-! 114 BOT CHORD 13-14=73, 12-13=2979,11-12=4390,10-11=4390,9-10=2980,8-9=74 WEBS 1-13=3028, 2-13-813, 2-12=1479, 3-12=-375,3-11=70,4-11=25, 5-11=70,5-10—375,6-10=1479, 6-9=-813, 7-9=3028 NOTES 1) This truss has been checked for unbalanced loading conditions. 2} All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing atjoint(s) 15,16 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss PB Truss Type COMMON Universal Truss, Inc., Fonlana, CA 92335 , 4-1-12 8-9-13 Qty 1 Ply 1 LA COSTA GLEN/TOM 4.0-32 sFeb 18 1999 MiTek Industries, Inc. Mon Apr 181339:162005 Page 1 13-5-15 18-2-0 i 23-0-0 4-1-12 4-8-1 4-8-1 4-8-1 4-10-0 0.50 12 4x10 13 1x415 12 3x5= -w 4-1-12 11 3x4- 8-9-13 10 3x4= 9 3x4=5x9- 13-5-15 18-2-0 22-8-8 7 1x411 ^0^0. 0-3-8 3-10-4 4-S-1 4-8-1 4-8-1 4-6-S 0-3-« Plate Offsets (X.Y1: [1:0-2-12.0-2-01. [6:0-2-4.0-2-01. [8:0-3-12.0-3-01. (12:0-1-12.0-1-81 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 0.80 Lumber Increase 1 .00 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.35 BC 0.62 WB 0.95 (Matrix) DEFL (in) (loc) t/defl Vert(LL) -0.09 9-10 >999 Vert(TL) -0.18 9-10 >999 Horz(TL) 0.01 15 n/a IstLCLL Mini/deft = 360 PLATES GRIP M20 197/144 Weight: 104 Ib 3P CHORD 2X4 DF-N No.1/No.2 TOP CHORD Sheathed or 3-11-2 on center purlin spacing, except end verticals. ^OT CHORD 2X4 DF-N No.1/No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. WEBS 2 X 4 SPF Std 'Except* 6-152X4 DF-N No.1/No.2,1-12 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 14=897/0-3-8,15=894/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 13-14=40,1-14=-850,1-2=-1364,2-3=-2080,3-4=-1971,4-5=-1219, 5-6=-1219, 7-15=48,6-15=-841 BOT CHORD 12-13^-5, 11-12=1358,10-11=1358, 9-10=2072, 8-9=1963, 7-8=11 WEBS 1-12=1523, 2-12=-599, 2-10=782, 3-10=-226,3-9=-121, 4-9=147,4-8=-849, 5-8—172, 6-8=1368 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 14, 15 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss PB1 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss.'lnc., Fontana, CA 92335 3-6-0 4.0-32 s Feb 18 1999 MJTek Industries. Inc. Man Apr 1813:39:22 2005 Page 1 7-2-0 3-6-0 3-8-0 4x8 = 6 1x41!53x8 =41x41! ,0-3-8,3-6-0 6-10-8 0-3-8 3-2-8 3-4-8 0-3-8 Plate Offsets (X.Y): [1:0-2-0.0-2-01 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Rates increase 0.80 Lumber Increase 1.00 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.18 BC 0.07 WB 0.18 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.00 5 >999 VertCTL) -0.01 4-5 >999 Horz(TL) -0.00 8 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 33 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. .' UMBER DP CHORD 2X4 DF-N No.1/No.2 _jOT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 3-8 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 7=263/0-3-8, 8=260/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 6-7=36,1-7=-219.1-2=-261,2-3=-261, 4-8=38, 3-8=-217 BOT CHORD 5-6=25. 4-5=26 WEBS 1-5=259, 2-5=-191, 3-5=264 NOTES 1) AH plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads per Table No. 16-B, UBC-97. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4) Bearing atjoint(s) 7, 8 considers parallel to grain value using ANSI/TPi 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard \ Job E-17S9 Truss PB2 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLENATOM Universal Truss, Inc., Fontana, CA 92335 3-10-3 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Mon Apr 1813:39:25 2005 Page 1 7-2-0 3-10-3 3-3-13 4x8= 61x4!53x8 =41x41 3-10-3 6-10-8 0-3-8 3-6-11 3-0-5 0-3-8 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 0.80 Lumber Increase 1.00 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.18 BC 0.08 WB 0.16 (Matrix) DEFL (in) (loc) 1/defl Vert(LL) -0.00 5-6 >999 Vert(TL) -0.01 5-6 >999 HorzfTL) -0.00 8 n/a 1st LCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 36 Ib BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. LUMBER TOP CHORD 2X4 DF-N No.1/No.2 OT CHORD 2X4 DF-N No.1/No.2 fEBS 2X4 SPF Std 'Except* 3-82X4 DF-N No.1/No.2 REACTIONS (Ib/size) 7=263/0-3-8,8=260/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 6-7=38,1-7=-223,1-2=-203,2-3=-203, 4-8=31,3-8=-227 BOT CHORD 5-6=19,4-5=10 WEBS 2-5—199, 3-5=232,1-5=217 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 4) Bearing atjoint(s) 7, 8 considers parallel to grain value using ANSI/TPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss PB3 Truss Type COMMON Qly 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 - 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Mon Apr 18 13:3958 2005 Page 1 I 3-6-0 | 7-8-14 | 11-11-12 , 16-7-13 , 21-3-15 , 26-0-0 30-8-1 , 35-4-3 t 38-8-0 . 3-6-0 4-2-14 4-2-14 4-8-1 4-8-1 4-8-1 4-8-1 4-8-1 3-3-13 0.50 M2 4x6= 4x10- 11 24 22 1.5x4 21 4x7 = 20 4x6= 19 18 17 6x125M16WB = 4x6= 4x4= 16 4x4 = 15 6x12.5 M16= 14 4x6; 13 4x6= 12 1.5x411 r8 3-6-0 7-8-14 11-11-12 16-7-13 21-3-15 26-0-0 30-8-1 35-4-3 38-4-8 0-3-8 3-2-8 4-2-14 4-2-14 4-8-1 4-8-1 4-8-1 4-8-1 4-8-1 3*5 0-3-8 Plate Offsets (X,Y): [1:0-2-0,0-2-0], [2:0-2-4,0-2-0], [3:0-2-12,0-2-0], [10:0-2-8,0-2-0], [11:0-2-12,0-2-0], [13:0-2-4,0-2-0], (14:0-2-8,0-2-0], [15:0-5-4.0-3-01, [18:0-6-4,edge], (19:0-2-8.0-2-01. [20:0-2-4.0-2-01. [21:0-2-8,0-2-01 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 0.80 Lumber Increase 1.00 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.98 BC 0.70 WB 0.87 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.58 16-17 >777 Vert(TL) -1.17 16-17 >388 Horz(TL) 0.01 24 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 M16 127/82 Weight: 1 75 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 21-22,. IMBER ...OP CHORD 2X4 DF-N No.1/No.2 BOT CHORD 2X4 DF-N 2400F 2.0E ^Except' 12-152X4DFNo.UBtr WEBS 2 X 4 SPF Std 'Except* 11-24 2X4 DF-N No.1/No.2, 1-21 2X4 DF-N No.1/No.2 2-20 2X4 DF-N No.1/No.2,6-16 2X4 DF-N No.1/No.2 10-14 2X4 DF-N No.1/No.2,11-13 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 23=1523/0-3-8, 24=1520/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 22-23=44, 1-23=-1463.1-2=-2491,2-3=-4705,3-4=-5848, 4-5=-5842.5-6=-6184, 6-7=-5751, 7-8=-4735,8-9=-4735,9-10=-3745,10-11=-1812.12-24=27, 11-24=-1491 BOT CHORD 21-22=-40, 20-21=2483,19-20=4695.18-19=5837,17-18=5837.16-17=6173,15-16=5740,14-15=3737,13-14=1807.12-13=-58 WEBS 1-21=2818,2-21=-1192,2-20=2389,3-20=-819,3-19=1252, 5-19=-427,5-17=368, 6-17=-55, 6-16=-482, 7-16=301, 7-15—1148,8-15=111,9-15=1118, 9-14—849,10-14=2147,10-13=-1245,11-13=2288 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 23, 24 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Truss PB4 Truss Type COMMON Universal Truss, Inc., Fontana, CA 92335 3-6-0 7-8-14 11-11-12 16-7-13 Qty 1 21-3-15 Ply 1 LA COSTA GLENH-OM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Mon Apr 18 13:3932 2005 Page 1 26-0-0 30-8-1 , 35-4-3 , 39-1-8 - 3-6-0 4-2-14 4-2-14 4-8-1 4-8-1 4-8-1 4-8-1 4-8-1 3-9-5 0.50 12 5x6— 4x6 — 22 1.5x41 21 4x7= 20 4x6" 19 18 17 6x12.5 M16WB = 4x6= 4x4— 16 4x4 = 15 6x12.5M16= 14 4x6: 13 4x6; 12 1.5x411 0-3r8 3-6-03ft 7-8-14 11-11-12 16-7-13 21-3-15 26-0-0 30-8-1 35-4-3 38*0 39^ 0-3-8 3-2-8 4-2-14 4-2-14 4-8-1 4-8-1 4-8-1 4-8-1 4-8-1 3-3-13 Q-5-S Plate Offsets <X,Y): [1:0-2-0,0-2-0], [2:0-2-4,0-2-0], [3:0-2-12,0-2-0], [10:0-2-12.0-2-0], [13:0-2-0,0-2-0], [14:0-2-8,0-2-0], [15:0-5-4,0-3-0], [18:0-6-4,edge], [19:0-2-8,0-2-0], [20:0-2-4.0-2-01. 121:0-2-8.0-2-01 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 0.80 Lumber Increase 1 .00 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.82 BC 0.71 WB 0.88 (Matrix) DEPL (in) (l°c) l/defl Vert(LL) -0.58 16-17 >793 Vert(TL) -1.16 16-17 >396 Horz(TL) -0.03 24 n/a 1st LCLL Mini/deft = 360 PLATES GRIP M20 197/144 M16 127/82 Weight: 1 76 Ib BRACING TOP CHORD Sheathed or 1-8-13 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 21-22,. JMBER ,OP CHORD 2X4 DF-N No.1/No.2*Except* 4-82X4DFNo.1&Btr BOT CHORD 2X4 DF-N 2400F 2.0E 'Except* 12-152 X4DFNo.1&Btr WEBS 2 X 4 SPF Std 'Except' 11-24 2X6 DF-N No.1/No.2,1-21 2X4 DF-N No.1/No.2 2-20 2X4 DF-N No.1/No.2, 6-16 2X4 DF-N No.1/No.2 10-14 2X4 DF-N No.1/No.2,11-13 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 23=1535/0-3-8,24=1532/0-5-8 FORCES (Ib) - First Load Case Only TOP CHORD 22-23=44,1-23=-1474,1-2=-2511,2-3=-4749.3-4=-5911, 4-5=-5905, 5-6=-6267, 6-7=-S849, 7-8=-4847, 8-9=-4847.9-10=-3888,10-11=-1989.12-24=29. 11-24=-1486 BOT CHORD 21-22=-41,20-21=2504,19-20=4740,18-19=5900,17-18=5900.16-17=6256,15-16=5838.14-15=3879.13-14=1982,12-13=-43 WEBS 1-21=2842,2-21—1202,2-20=2415,3-20=-830,3-19=1272, 5-19—436,5-17=390,6-17=-63, 6-16=-465, 7-16=294, 7-15—1132,8-15=120,9-15=1084, 9-14=-834, 10-14=2110,10-13—1221,11-13=2409 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing atjoint(s)23, 24 considers parallel to grain value using ANSI/TPI1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TPt 1-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss PBS Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana.CA 92335 4-9-13 , 9-5-15 14-2-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Mon Apr 18 1339:36 2005 Page 1 18-10-1 , 23-6-3 , 28-9-0 , 4-9-13 4-8-1 0.50 12 4-8-1 4-8-1 4-8-1 5-2-13 4x12 —3x5- 17 4x6— 2x511 r&4-9-13 9-5-15 14-2-0 18-10-1 23-6-3 28-9-0 0-3-8 4-6-5 4-8-1 4-8-1 4-8-1 4-8-1 5-2-13 Plate Offsets (X.Y1: [2:0-2-0.0-1-81. [7:0-2-12.0-1-121. [8:0-1 -0.0-2-41. [9:0-2-4.0-2-01. [10:0-1-12.0-1-81. M1:0-4-0.0-3-0]. [12:0-1-12.0-1-81. [13:0-1-12.0-2-01 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 0.80 Lumber Increase 1.00 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.90 BC 0.87 WB 0.76 (Matrix) DEFL (in) (loc) I/den Vert(LL) -0.18 11 >999 Vert(TL) -0.3910-11 >871 HorzfTL) 0.04 8 n/a 1stLCLLMinl/defl = 360 PLATES GRIP M20 197/144 Weight: 129 Ib LUMBER OP CHORD 2X4 DF-N No.1/No.2 ^OT CHORD 2X4 DF-N No.1/No.2 WEBS 2 X 4 SPF Std 'Except* 1-13 2X4 DF-N No.1/No.2, 7-92X4 DF-N No.1/No.2 REACTIONS (Ib/size) 15=1151/0-3-8,8=1194/0-3-8 BRACING TOP CHORD Sheathed or 3-1-8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except: 6-0-0 on center bracing: 13-14. FORCES (Ib) - First Load Case Only TOP CHORD 14-15=51,1-15—1093,1-2—1907,2-3=-2896,3-4=-3090, 4-5=-3090, 5-16=-3043,6-16=-3050,6-17—2242, 7-17—2249, 7-8=-1128 BOT CHORD 13-14=4,12-13=1899,11-12=2887,10-11=3040,9-10=2240,8-9=107 WEBS 1-13=2086, 2-13=-790, 2-12=1099, 3-12=-390, 3-11=219, 4-11—29, 5-11=47, 5-10=-296, 6-10=890, 6-9=-784, 7-9=2301 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shalt not exceed O.SOOin. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSt/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOAD CASE(S) Standard 1) Regular: Lumber lncrease=1.00, Plate lncrease=0.80 Uniform Loads (plf) Vert: 1-15=20.0, 1-2—60.0,2-3=-60.0,3-4=-60.0, 4-5=-60.0, S-16=-60.0, 6-16—80.0,6-17—80.0, 7-17—60.0, 13-14=-20.0, 12-13—20.0, 11-12=-20.0,10-11=-20.0, 9-10=-20.0, 8-9—20.0 Uob E-1759 Truss PB6 Truss Type COMMON Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 4.0-32 s Feb 18 1999 MiTek Irtduslries, Inc. Mon Apr 18 13:39:40 2005 Page 1 4-9-13 9-5-15 14-2-0 18-10-1 23-6-3 28-2-4 32-5-2 36-8-0 40-2-0 4-9-13 4-8-1 0.50 [iJ 4-8-1 4-8-1 4-8-1 4-8-1 4-2-14 4-2-14 3-6-0 5x6 = 4x6= 22 1.5x411 21 4x7- 20 4x6= 19 6x12.5 M16: 18 4X4= 17 16 15 4x4= 4*5- 6X15M16WB- 14 4x7: 13 12 4x7= 1.5x411 40-2-0 r8 4-9-13 9-5-15 14-2-0 18-10-1 23^-3 28-2-4 32-5-2 36-8-0 39-10-8 0-3-8 4-6-5 4-8-1 4-8-1 4-8-1 4-8-1 4-8-1 4-2-14 4-2-14 3-2-8 0-3-8 Plate Offsets fX.Y): [2:0-2-12.0-2-01.14:0-3-0.0-2-121. [10:0-2-0.0-2-01. [11:0-2-0.0-2-11. [13:0-2-4.0-2-01. [14:0-2-12.0-2-01 M9:0-5-8.edgel. [20:0-2-12.0-2-01. [21:0-2-4.0-2-01 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 0.80 Lumber Increase 1.00 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.96 BC 0.82 WB 0.78 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.67 17-18 >704 VertCTL) -1-34 17-18 >351 HorzCTL) 0.02 24 n/a IstLCLLMin l/defl = 360 PLATES GRIP M20 197/144 M16 127/82 Weight: 182 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. Except: 6-0-0 on center bracing: 21-22,. CUMBER OP CHORD 2X4 DF-N No.VNo.2 'Except* 4-82X4DFNo.1&Btr BOT CHORD 2X4 DF-N 2400F 2.0E 'Except* 19-222X4DFNo.1&Btr WEBS 2 X 4 SPF Std 'Except* 1-21 2 X 4 DF-N No.1/No.2.2-20 2X4 DF-N No.1/No.2 6-18 2X4 DF-N No.1/No.2,9-15 2X4 DF-N No.1/No.2 10-14 2X4 DF-N No.1/No.2,11-13 2X4 DF-N No.1/No.2 REACTIONS (Ib/size) 23=1615/0-3-8,24=1629/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 22-23=56,1-23=-1551,1-2—2789, 2-3=-4592, 3-4—5473, 4-5—5472, 5-25=-6484,6-25=-6491,6-26=-6923, 7-26—6929, 7-8=-6446,8-9=-6452T9-10=-5111. 10-11=-2683,12-24=44,11-24=-1567 BOT CHORD 21-22—12,20-21=2780,19-20=4582,18-19=6479,17-18=6917,16-17=6441,15-16=6441,14-15=5101,13-14=2675,12-13=-46 WEBS 1-21=3075,2-21=-1210, 2-20=2004,3-20=-784.3-19=995, 4-19=170,5-19=-1150, 5-18=305,6-18=-488,6-17—119,7-17=521,7-15=-513.9-15=1470, g-14^911,10-14=2620,10-13=-1288,11-13=3039 NOTES 1} This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. 5) Bearing at joint(s) 23, 24 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber lncrease=1.00, Plate tncrease=0.80 Uniform Loads (plf) Vert: 1-23=20.0,1-2=-60.0, 2-3=-60.0,3-4—60.0,4-5=-60.0, 5-25=-60.0,6-25=-80.0,6-26=-80.0, 7-26—60.0, 7-8=-60.0, 8-9=-60.0, 9-10=-60.0, 10-11—60.0, 21-22=-20.0. 20-21=-20.0, 19-20—20.0. 18-19=-20.0, 17-18=-20.0, 16-17=-20.0, 15-16=-20.0, 14-15=-20.0, 13-14=-20.0, 12-13=-20.0 Job E-1759 Truss PC Truss Type FLAT Universal Truss, Inc., Font ana, CA 92335 4-8-0 Qty 1 Ply 1 LA COSTA GLENTOM 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Mon Apr 18 13:59:45 2005 Page 1 9-4-0 , 4-8-0 4-8-0 4x8= 0.50 12 3x4— 71x4 1.5x4 II 3-1-5 6-2-11 9-0-8 0-3-8 2-9-13 3-1-5 2-9-13 0-3-8 Plate Offsets (X.Y): f1:0-2-12.0-2-0]. [3:0-2-4.0-1-81. [4:0-0-12.0-1-12] LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 0.80 Lumber Increase 1.00 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.56 BC 0.24 WB 0.33 (Matrix) DEFL (in) (loc) I/den Vert(LL) -0.01 5-6 >999 Vert(TL) -0.02 5-6 >999 HorzfTL) 0.00 4 n/a 1st LCLL Win I/deft = 360 PLATES GRIP M20 197/144 Weight: 38 Ib OP CHORD 2X4 DF-N No.1/No.2 TOP CHORD Sheathed or 6-O-0 on center purlin spacing, except end verticals, ^OTCHORD 2X4 DF-N No.1/No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 on center bracing. 'WEBS 2 X 4 SPF Std REACTIONS (Ib/size) 8=362/0-3-8, 4=350/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 7-8=36,1-8=-305.1-2=-477, 2-3=-552,3-4—306 BOTCHORD 6-7=49,5-6=-676, 4-5=125 WEBS 1-6=472,2-6=-260,2-5=-165,3-5=446 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500m. 4) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TP11-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard Job E-1759 Truss PD Truss Type MONO TRUSS Qty 1 Pty 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 -1-7-0 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Mon Apr 1813:39:48 2005 Page 1 8-0-0 1-7-0 8-0-0 8-0-0 8-0-0 Plate Offsets (X.Y1: r2:0-4-11.edgel. [3:0-0-4.0-2-01. [4:0-0-4.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr YES Code UBC97/ANSI95 CSI TC 0.96 BC 0.64 WB 0.00 (Matrix) DEFL (in) (loc) i/defl Vert(LL) -0.19 2-4 >499 Vert(TL) 0.37 1-2 >58 Horz(TL> 0.00 4 n/a 1st LCLL Mini/den = 360 PLATES GRIP M20 197/144 Weight: 29 Ib BRACING TOP CHORD Sheathed or 4-1-8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER DP CHORD 2X4DF-NNo.1/No.2 ^OTCHORD 2X4DF-NNo.1/No.2 WEBS 2X4SPFStd WEDGE Left: 2X4 SPF Std REACTIONS (Ib/size) 2=475/0-3-8,4=324/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=25, 2-3=79, 3-4=-247 BOT CHORD 2-4=2 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table No. 16-B, UBC-97. 3) This truss has been designed wHh ANSI/TP11-1995 criteria. LOAD CASE(S) Standard Job E-1759 Trass PD-2 Truss Type MONO TRUSS Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss. Inc., Fontana, CA 92335 , -1-7-0 4.0-32 sFeb 18 1999MiTek Industries, Inc. Mon Apr 1813:39:51 2005 Pagel 8-0-0 , 1-7-0 8-0-0 5.00 [12 DRAG 200# PLF. 4x5 —1x4 1x4|l 1x411 8-0-0 8-0-0 Plate Offsets (X.Y): [2:0-0-0.0-1-121. [2:0-5-11,0-0-11. [7:0-0-4.0-2-01. [8:0-0-4.0-2-01 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANS195 CSI TC 0.43 BC 0.06 WB O.OG (Matrix) DEFL On) (loc) l/defl Vert(LL) n/a - n/a Vert(TL) 0.04 1-2 >592 Horz(TL) 0.00 n/a 1st LCLLMin l/defl = 360 PLATES GRIP M20 197/144 Weight: 35 Ib '.UMBER OP CHORD 2X4DF-NNo.1/No.2 X3T CHORD 2X4DF-NNo.1/No.2 WEBS 2X4 SPF Std OTHERS 2X3 SPF Stud WEDGE Left: 2X4 SPF Std BRACING TOP CHORD Sheathed or 4-6-3 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. REACTIONS (Ib/size) 2=270/8-0-0,8=43/8-0-0,11=114/8-0-0,9=117/8-0-0,10=121/8-0-0, 12=135/8-0-0 Max Horz 2=1535(load case 4) Max Uplift2=-755(load case 3), 12=-107(load case 4) MaxGrav2=960(load case 4), 8=43(load case 1), 11=114(load case 1). 9=1170oad case 1). 10=121(toad case 1), 12=175(load case 3) FORCES <lb) - First Load Case Only TOP CHORD 1-2=26, 2-3=-63,3-4=19,4-5=17. 5-6=16, 6-7=9, 7-8=-33 BOT CHORD 2-12=0,11-12=0,10-11=0, 9-10=0.8-9=0 WEBS 4-11—98.6-9=-89.5-10=-92. 3-12—83 NOTES 1} All plates are M20 plates unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 1-4-0 on center. 4) This trass has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 5) This trass has been designed with ANSl/TP11-1995 criteria. 6) Load case(s) 3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOADCASE(S) Standard Except: 3) User defined: Lumber Increased .33, Plate Increased .06 Uniform Loads (ptf) Vert: 1-2—28.0, 2-3=84.0, 3-4=55.3, 4-5=55.3, 5-6=55.3, 6-7=55.3 Horz: 2-3=357.2, 3-4=480.0,4-5=480.0,5-6=480.0, 6-7=480.0 Drag: 7-8—0.3 4) User defined: Lumber lncrease=1.33, Plate lncrease=1.06 Uniform Loads (plf) Vert: 1-2=-28.0, 2-3=-140.0, 3-4=-111.3, 4-5=-111.3, 5-6—111.3, 6-7—111.3 Horz: 2-3—357.2, 3-4=-480.0,4-5=-480.0, 5-6=-480.0, 6-7=-480.0 Drag: 7-8=-0.3 Job E-1759 Truss PF Truss Type CALHIP Qty 1 Ply 1 LA COSTA GLEN/TOM Universal Truss, Inc., Fontana, CA 92335 . -1-7-0 ,5-1-3 4.0-32 s Feb 18 1999 MiTek Industries. Inc. Mon Apr 18 13:3954 2005 Page 1 7-2-13 , 12-4-0 , 13-11-0 , 1-7-0 5-1-3 2-1-10 5-1-3 1-7-0 4x8 = 4x4^ 7.00 fl2~ 4-9-4 7-6-12 12-4-0 4-9-4 2-9-8 4-9-4 Plate Offsets (X.YV [2:0-4-8,0-0-51. [2:0-0-8.0-1-141. f3:0-4^MH)-81. [4:0-1-12.0-2-01. [5:0-0-8.0-1-141. [5:0-4-8.0-0-51 LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.25 Rep Stress Incr NO Code UBC97/ANSI95 CSI TC 0.42 BC 0.37 WB 0.08 (Matrix) DEFL (in) (loc) l/defl Vert(LL) -0.02 8 >999 Vert(TL) -0.04 2-8 =>999 Horz(TL) 0.02 5 n/a IstLCLL Win l/defl = 360 PLATES GRIP M20 197/144 Weight: 50 Ib BRACING TOP CHORD Sheathed or 5-1-8 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. '.UMBER OP CHORD 2X4DF-NNo.1/No.2 •OTCHORD 2X4DF-NNo.1/No.2 WEBS 2X3SPFStud WEDGE Left: 2 X 4 SPF Std, Right: 2 X 4 SPF Std REACTIONS (Ib/size) 2=954/0-3-8, 5=954/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD 1-2=43. 2-3=-1265, 3-9=-997. 4-9=-997, 4-5=-1266,5-6=43 BOT CHORD 2-8=999.7-8=996,5-7=1000 WEBS 3-8=77, 3-7=1, 4-7=77 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Except as shown below, special connection^) required lo support concentrated load(s). Design of connection^) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) This truss has been designed with ANSI/TP11-1995 criteria. LOADCASE(S) Standard 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.00 Uniform Loads (plf) Vert: 1-2—68.0,2-3=-68.0,3-9=-121.1, 4-9—121.1, 4-5=-68.0, 5-6—68.0,2-8=-20.0, 7-8=-20.0, 5-7=-20.0 Concentrated Loads (Ib) Vert: 3=-233 4=-233 ! •*** X-BEACS • BAT SOT*" JO--0* iz-v - • M'-or 16MT JSMT 80MT • ^ ^jf« UNIVERSAL TRUSS, INC WTf WLTAIU AVI. fOKTAHA, CAWMI • .WEB BRACING RECOMMENDAHONS MAXIMUM TEB FORCE (ibs.) 24"O.C. BRA< A 4600* 3942* 3450*^. 3068* 2760* 2509* 3NG MA B 4800* 3842* 3450* 3066* 2760* 2509* TERIAL 1 -P 4600* 3942* 3460* 3066* 2760* 2509* nfpB D 6900* '6914* 5175* 4800* 4140* 3783* 4aro.c. BRA( A 1344 1344 -1344 1344 1344 1344 3NGMA B 4600* 3942* 3450* 3066* 2760* 2609* FERIAL 1c 4600* .3942* 3450* 3068* 2760* 2509* rypjs D 6900* 5914* 5175* 4600* 4140* 3783* ?ar oxx BRACING MA C 4034 3942* 3450* 3066* 2760* 2509* XERIAIt TYPE D -• 6382 5914* 5175* . • 4800* 4140* 3763* ^CONTROLLED BY CONNECTION TYPE B BRACING MATERIALS 1 X 4 -OR- i Z SRB (OF, HF. SPF) 2 X .3 #3. STO. CONST (SPF,: OF* HF. OR SYP) 2 X 4 f 3, STD, CONST (SPF, OF, HF, OR SYP) X 6 #3 OR BETTER (SPF, OF, HF, OR SYP) GENERAL NOTESu x-HUOHa.arequpCD.iDmwFER.im JSSQjflSP COUHB W^HRMU. im OWW0M M TO K ORSWND WA 2. THEM ClLDUUnOHS MB) OH KTOW. BR«C CWrnHO «* OTTHUBO fPBCfc 3. X-BRACM UUERM. uunr K wwt sac wo «MMC on MTTOL wwrumn*.IND WWU K N5CIUID M SUCH A WNNOI THW CT tfRMMMB U49 DKHOEI MB MttJL K WUD AT HCH EHO «• EACH^•1W OOMUOlpMRC WUi D—IM HM.T FOR 2J 4. COttJEET WW*. "W(?«TO EW3* TRUSS WTTH TWO IM COUUOH WM WftJ. (WM9K fM M COHTMUOU3 AHO SHOUU> CVEKUP AT tEW ONE HUBS »ACt AWWOWt «UOM**c m /tanotw. «UWWM wogmtw ocswi ww tamiAnoM09v**V9 wDflPOAVCir flRACVfQ Or MBDt PU3c OONHBBTED IwOO 681 WHOfMO BW* VMTOKIL BJnt, ?. sa tffowm TRUSS roottanw FOR OCSKH OP wn UEMKR.a. me IM NIU BPEBVIS) SHOULD K &s* torn AND 0.10? M owuerw, M JCOOKDJMCCIWH HDt lW/« UTERACBRAONG 16d NAILS (SEE HCTCS 4 TRUSS WEB UBIBQtS X-BRACING MATERIAL BRACING DETAIL LS (T) 2X4 WEB iL)UNIVERSAL TRUSS, INC Un SULTANA AYE. FOHTAHA, CA I2UI STANDARD DETAILS _•__ — • • i — j- i ,_ i^MHMBAHHMIM SHBBT D3 HlPRAFTtH 1MNML* JACK TO HIPCONNECTION PLAN VIEW HIP CONNECTION DETAILAT COMMON TRUSS RIDGE SECTION BB SECTION AA SECTION CC ISOMETRIC VIEW UNIVERSAL TRUSS, INC SHEfiT UTIMILTAMA AVK. rOHTAHA, CA Mill STANDARD DETAILS LTnM^tfOO I D4 P.O. Box 578, Foatana,CA. 92334 8375 Sultana Avwme, Fortm, CA. 92335 Tet (909) 823-9500 Rx: (909)8234780 Universal Truss, Inc. .3-0 STANDARD DETAIL ALT. DETAIL OR UK LOADING (PSF) L D TOP 16 14 BOIT 0 JO MINIMUM GRADE OF LUMBER TOP CHORD: 2*4 No. 1 91 DF-L EOT CHORD: 2*4 No. 1 91 DF-L WEBS :2*4 STANDARD 91DF-L STR.INC.:LUMB « 1.25 PLATE = 1.25 REPETITIVE STRESSES NOT USED SPACING: 24.0 in. o.c. NO. OF MEMBERS =1 PLATES ARE MTTEK M20-186.I47 MANUFACTURED FROM ASTM A 446 GKD A GALVANIZED STEEL ( EXCEPT AS SHOWN ) PLATE MUST BE INSTALLED OH EACH PACE OP JOINT, SYMMETRICALLY ( BXCBN AS SHOWN )MBSKHC(M«<HWSWnHNDSSI«C^UBC-lC»a'niWI THIS DESIGN IS FOR TOUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACTTO( WHKM IS ALWAYS RE(^)CXWSin-TBLI)OARCHnBCrOllBNGWBBR TYPICAL HIP RAFTER DETAIL Manufactured Trusses and Building Components S'Q P T.C. PITCH rV*l*?«'?"Sli*«" «.•Mf 14 VR'M.Co, 1O (D.LO , O.H. 6'Q1 -4'O' , 2'Q" . 2'0exr. BXT. ' EXT. •R MAY BRO. WALL •rviS'O '(VARIES^ • -B/IO.WAU. SIDEJACK (MAXIMUM) DETAIL FOR COMMON, AND END JACKS*• '•- - • -'.'.. £C&7 • . .-;•-.-• HIP RAFTER BASED ON U.B.C. CODE (TABLE 23-1 UNIVERSAL TRUSS, INC NTS BULTAMA AVE. FOKTANA, CA I2»l STANDARD DETAILS PLAN VIEW aX_ • -BRO. WALL BRO.WAU. M NAM V' '; X • JftfitLKP* . HIP RAFTER SIDBJACK END JACK ISOMETRIC VIEW UNIVERSAL TRUSS^ INC UTS tULTAHA AVt FOKTAHA, CAI2M5 STANDARD DETAILS .SHEBT D6 STANDARD GABLE END DETAIL, VUO SPEED 7B HPH. MEAN WALL HEIGHT IS FT. EXfr P HUrtfB HMM OfftO. X DIAGONAL OR L-BRACINO REFER TO TABL5 BELOW 1X1 2X3 TYP.X TRUSSES AT 21' OtC. 1/2' PLYWOOD SHEATHING- VARIES TO COMMON TRUSS NOT& TOP CHofo HAY BE NOTCHED l'-3' MAX. FOR 2X3 OR 2X1 INSTALLED FLATWISE ft 32* o-c. OH GABLE END WITH VERTICAL Q Iff oc. 2X1 LATERAL BRACING ASREQUIREa 3X5 - END WALL CONT. BEARING. / FURRING STRIP OR LATH 3X6 SPL.OPT. SPAN TO MATCH COMHON TRUSS. TYPICAL' 2X1 L-BRAC6 NAILED TO 2X1 VERTICALS W/8d NAILS. 8" O.C. VERHCAL STUD SECTION A-A. . LATERAL BRACING NAIL IMG SOEDULE VERT. HEIGHT. V- UP TO 7l-8' T-ra',.7 S'-e- . OVSl' 8HT- . » NAIL 2 - AT Q IBd BO • •; ;/,3;-,ISd. . . •: 4"--18d *"- MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS 12 INCH OC. ' 18 INCH O.C. 24 INCH Q£ WITHOUT BRACE 5-7-2 ' 3-1-0 1-3-4 WITH LATERAL BRACE ' W-3-J2 • 12-1-13 ie-H7 WITH L-BRACE 18-4-H 9-5-8 s-e-3 NOTB LVSIT. HAD BEai CHECJED FOR 70 MPH WWO LOAD, (CAN WALL HEIGHT OF 15 FT. XNQ 1^240 OEPU OUT. ZCONNECTION BETWEEN BOUOM CHORD OF CABLE BO TRUSS AND WALL TO B6 PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3HJRNISH COPY OF THIS DRAWING TO CONTRACTORFOR BRACING INSTALLATION 1-BRACtNC SHOWN IS FOR INDIVIDUAL TRUSS QM.T. CONSULT BLOC. ARCHnECUR ENGOCQt FOR TEhTORARY AND PERMA8E0TWACIHG OF ROOF SYST81 MINIHUM GRADE OF* LIMBER T.& . 2X4 Mo.1 91 DF-L P.C. 2X4 Ho.1.91 OF4: . Webs 2X4 -: STUO DF-L * LOADING (PSFJL 0 TOP 25 & BOTTOM 8. » iSPACINGi 24 Inch CRITERIA UBC-S7 SIR, INCR. i 15 X DRAWN BY i JB CHECKED BY i JAl REP. STRESSi T 1 4 K\J J I Q UNIVERSAL TRUSS, INC II7B SULTANA AV6. fOKTANA, CA IU» STANDARD DETAILS D7 STRUCTURAL. FILL TRUSS DETAIL LCtA, r. / NOTE CONTINUOUSLY SUPPORTED GABLE ENDS / WITH MAXIMUM1200 PLF DRAG LOAD DO NOT REQUIRE NAILERv 1 OVHHHANO TRUM «PAOINQ OUTRIGGER NOTCH DETAU, /cew^eo ifioftz J$± , °^ [I C*k UNIVERSAL TRUSS, INC OTI UlLTAHA AVC. POKTAHA, CJl IU1I STANDARD DETAIL? "^iteii* L™'»-.«— I"""1"*" , . / . •**-* 1 1 ""• feg--— ^a^y 90ST D8 i £ "S & i -? 33 CO t: I s I S 1 *ii s f1 S ** !J IBE Ii ** ni930 ii i IP jiii & TS!* 4^