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HomeMy WebLinkAbout2000 FARADAY AVE; ; PCR99016; PermitCity of Carlsbad 02/11/1999 Plan Check Revision Permit No:PCR99016 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Building Inspection Request Line (760) 438-3101 2000 FARADAY AV CBAD PCR 2121202700 Lot#: 0 $0.00 CB972641 Construction Type: NEW ROOF TRUSSES AND FLOOR JOISTS Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 01/14/1999 DT 02/11/1999 02/11/1999 6339 02/11/99 0001 01 C-PRMT Applicant: THOMPSON, DAN 13316 MAPLEDALE ST NORWALK CA 90650 760-918-9568 Total Fees: Inspector: $109.00 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. If 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 capactiy 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 vou have oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has oreviouslv otheiwise exoired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 109-00 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 rt" ~jt:::J ~~ Legal Description Lot No. Subdivision Name/Number Assessor's Parcel # Existing Use Name Address City FOR OFFICE USE ONL V PLAN CHECK No.Pc R, qqo lie? EST. VAL. _________ _ Plan Ck. Deposit ________ _ Validated By_~~· .L...T.1-..,,.....,.-.,....,~-=-- Date \,f IA/q q Unit No. Phase No. Total# of units Proposed Use # of Bedrooms. # of Bathrooms State/Zip Telephone# Name Address City S.tate/Zip Telephone# ~orttRAC:tof~CoMJi.Aij_Y:NA~~m~~~~'i\I~~~~~~~1B~~~~fil:,;, (Sec. 7031.5 Business and Professions Coda: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, 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. 6 by any applicant for a_ permit subjects the applicant to a civil penalty of not more than five hundred dollars I $500)). Name Address City State/Zip Telephone# State Ucense # _________ _ License Class _________ _ City Business License II _______ _ · Designer Name Address City State/Zip Telephone State License # _________ _ ~e.;¾~~6-Rlt!fRs~;,cc,MtiENsA.TlDW.:r~~,t'.)'.ft1~?::i!~ilK"~~~1,..,~~~~S~w'ffl;~,t~:f~~'¥.f~~~!f,~r,(?;i'tl'£~I.¼~;;{§:S1-~f-m;:"'~::~- workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 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 performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, es .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) 0 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 aecure workers' compensation coverag11 la unlawful,· 11nd shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,0001, In addition to the cost of compensation, damages 81 provided for In Section 3706 of the Labor code, lntarest and attorney's teas. SIGNATURE._____________________________ DATE ________ _ ·:f1t~!b~~=iQIEtfiit);E~~ijAti0,N~~~~~~l~1a~~~~~~~~~~~~~~?l~~tf:~~~tlt~~~~~~1~}~~.f I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's Licens11 Law does not epply 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 sate). 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 contractor(sl licensed pursuant to the Contractor's License Law), 0 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. 0 YES ONO -. 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 numb!lrl: 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/ contractors 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 numb11r / type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE _____________________ _ DATE _________ _ ~O.MPtm'nliJ~SE~ffpk;.r:pf~Q«4/~~~iif P.iJ;aJ~OJffRM)1.$l>.NJ:x~~~~~~1fi::"~lfi~:,.£~l'afl[~it!\:lf{f~i;;q~~.8:;'re1:,r~~~ is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 26505, 25633 or 25534 of the Presley-Tanner Hazardous Substance Account Act?-0--YES O NO _ · - Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O 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. f~:CONM'.ftiJc:ti'b'fltfflDi•iij"!"i\tic"~~..B~~~:tmt1>~l\"!1li~..t;,,m:11ra~v-"';1;l1f.<~r'"";;~g;,_;,;,JE~~~~m1.ri:~p,i:r,;;nr.·r:.%~;!.ofi::<,~.:,""~;=:Zt:,;~:~1~·!-: ~~1'.W\.~h.h .. -~.i. •• '. .... ------.... -• ---~,1\!l _r:, u ........ ,,v .. 1~:;.;:,.;,1ih«..-.-~£.~~.fil~a~~~~'P'-:tY<Y,n;;-..a. .. ~~,%1~,,-r~~'¢t:.L'W~-i·~:.;4..c~~ .... ~~i~m:~.:~4:J.,.-... -~ J>-~.P'..!:.;,;?_,.·t:.rr~ .. Vl-,~ 7,r;.. 'Zlv--<GA I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec, 3097(i) Civil Code). LENDER'S NAME _____________ _ LENDER'S ADDRESS. _______________________ _ ~lii3~C~CEltll~ffOJ~;t~D~~~~W~ ~~~~.$ll~llt~~t~~1:r!~!?.::1-::~~UJ1t~: I certify ~hat 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 Citt 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, JUDGMENTS, 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 over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATIO~: · Every permit is~u.ed he 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 1s commenced within 366 s from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after 1rm11mea-ror,1•a eriod of 180 days (Section 106.4.4 Uniform Building Code). DATE __./c__...-,,_L,/~,:?.1-----L-9~9_ ' 'd .... DATE: 1/26/99 JURISDICTION: Carlsbad · EsGil Corporation '1.n Partnersliip witli (jovemment for r.BuiUing Safety PLAN CHECK NO.: 97-2641_ rev 2 PROJECT ADDRESS: 2000 Faraday Ave. SET:I ~NT ~ D PLAN REVIEWER D FILE PROJECT NAME: Marriott Residence Inn Roof and Floor Trusses D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. !ZI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. !ZI The applicant's copy of the check list has been sent to: Dan Thompson 13316 Maple Dal~ Street Norwalk CA 90650 ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D 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 lZI REMARKS: PCR99016 By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/19 trnsm_tl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97--2641 rev 2 1/26/99 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2000 Faraday Ave-. DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/19 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-2641 rev 2 DATE REVIEW COMPLETED: 1/26/99 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. · The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. · 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No 4. Specify the truss ID number on the roof framing and floor framing plan. Or the truss layout sheet shall be signed and sealed by the engineer.(No floor truss layout sheet provided.) 5. The truss calculation and layout shall be reviewed and approved by the engineer or architect record. Carlsbad 97-2641 rev 2 1/26/99 6. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. ,!< ,. ' Carlsbad 97-2641 rev 2 1/26/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2000 Faraday Ave. BUILDING OCCUPANCY: R-1 BUILDING PORTION BUILDING AREA . (ft. 2) Roof and floor truss 2hr Air ConditioninQ Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 97-2641 rev 2 DATE: 1/26/99 TYPE OF CONSTRUCTION: V-lhr VALUATION VALUE MULTIPLIER ($) ~ D 199 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ D 199 UBC Plan Check Fee lXI Plan Check Fee by ordinance: $ 217.8 Type of Review: D Complete Review lXI Structural Only lXI Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 174.3 Comments: 87.15x2=17 4.3 Sheet 1 of 1 macvalue.doc 5196 ·. California Truss Co.,lnc. 23665 Cajalco Rd. · Perris , CA. 92570 , (909)657-7 491 Engineering BLDG DEPT USE GNbY~Wf;.T 6EAI... :JJWJ 01 m Customer: TTl,£ HOWOOV CO. .... ~-~~ . ~ -9.. Project: R£SIV£NCE INN -7l"'\ ~ ,,,,,..., 0 j ~ BY MA'R.'R.IOT 0 ~ --~ 6' t c::::::::::,,, Ci) .. + .. ~ c \ ICBO Evaluation Service, Inc. _ 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of~he International Conference of Building Officials EVALUATION REPORT Copyright C 1996 ICBO Evaluation Service, Inc. Rllng Category: FASTENERS-Steel Gussett Plates (066) COMPUTRUS muss PLATES ==:t r&eer. SUITE 280 RIVERSIDE, ~FORHIA 92503 I. SubJ1ct COmpuTrus Truss Plates. II. DescrlpUoa: A. Geaeral: The CompuTrus Truss Plates are punched from Nos. 18 and 20 gage galvanlzed sheet steel meeting mechanical re-quirements established In U.B.C. Standard 22-1 for M46 Grade A or high-er steel. The plates have 9.4 teeth per square Inch of plate. each approxi- mately 11, ~ In length and apprmdmatety0.106 lnchln width. Tllateeth are punched In pairs, with ,ach pair spaced 114 Inch on center along the width of the plate, and 0.85 inch on center along the length. Aftemaffng rows of teeth are staggered .10 Inch from adjacent rows. Toe "CN• series plates are Identical fo the "C" series, except that eve,y third row of teeth Is omitted. Plates are available In Increments of 1/2 Inch In width, up to 12 Inches, and 0.85 Inch In length. as required by the design. The plates are applied to truss members In pairs on each face of each joint with a power press constructed in accordance with the manufacturets specifications. a. idur.ti(h:amm: The CompuTrus S<.:rl~ C plate is embossed with trio: letter "C" for the No. 20 gage plate and "C18• for the No. 18 gage plate. The No. 20 gage CN series Is Identified by the letters "CW embossed on the plate, and "CN18" for the No. 18 gage plate. Ill. Evidence Submitted: Descriptive literature, details, calculations and load tests are submitted In compliance with-section 2343 of the code. Findings "' IV. Andlngs: That the Computrus Truss Plates described In this report Report No. 4211 Reissued April 1. 1996 complYwttll the 1994 Ualfann Building Cadt1TM, subJectto tbe following conditions: 1. lbe coaaectors are Installed as seUortll la Otts report. 2. Allowable loads are as at fol1h In Table 1. I. Tbe allowable loads may be ltlcreased for duration of load la ac- cordaace with s,cUon 2304.3.4. 4. Coaaectors are laltalled la pairs oa opposfta faces of tbe mem- bers connected aid are aot IIIStalled at locaUons wile re bots oc-cur. 5. Appllcatloa af lruSS platu lo wood members wltll I moisture coatent meedlag 19 percent requires Utat only 80 perceataftbe load values la Table 11111 used. Plans submitted to Ute bulldlag official forapproval must ladlcate a maximum moisture content for the wood at Ute time of plate lnstallaUon. &. StresseJ at the net action of steel plates are not la excess of the values pennltted la Chapter 22 of Ute code. Tbe maximum ten- sile load Is dotennlned by multlplylag the efficiency ratio limes tire gross area of the plate times Ute steal design stress. 7. Wi'lt.ro ons-hour flra--resistfvc ccmstruttlon is requlraci, ua Evaluation Reports 1352 and 1632. ll, The allowable load values are recommended only when plans, · truss designs and calculallaas are submitted and accepted by tbe bulldlng offlclal as sltawlng compliance wltk the Uaffonn Building Code and specifying that fabrication laspecUon wfll be provided In accordance wllh Section 2311.& of the code. 9~ Tnmis are Individually designed In accordance with recoa· alzed engineering principles. Tbls report Is subject ta re-examination In two years. TABLE 1-AU.OWABLE LOAD IN POUNDS PER SQUARE INCH-OF PLATE CONTACT AREA 1.2 ~ll'B:IEI ll'IIUCE-l'IIE-' IIBlf-fll _,_ TEU.OW PIIE IOUGW RftUIIQI EfRCIBICY IIA1III • l'ERCOO' llrldltllll.lN .. llaflCtll :-.. LC llrldllltllM .. llaflCIII :-.. i.: lnclllltllawlllllllftdll r .. i.c Dlrldl4I IIUU 11111 llaftd II r ... i.: DlrldlNIII.INwDKa,tdllllt .. =. TYP£Dfl'WE 1"11450 410IIIQO .., ... 4IOIIIOO .., ... 41011,00 .. 1"1145" 4IOIIIQO I" IQO C . 16S 146 l6S 1<46 204 161 204 .. 161 S9 42 CN ll0 91 110 91 136 107 136 107 74 42 I Loads arc based oo lhc following specific gravilies: Spruce-pine-fir 0.42. hem-fir 0.43-0.46, Douglas fir-larch 0.49-0.SO and southern pine O.SS+. 2Loads arc calculated on lhc basis gross plate area. EHluatio11 rtports of ICBO EwrllUltion Smice, IM.out lurud sold1 IO prorid, uifonnation to Class A numb,n of ICBO, llliJWng tht codt upon which !M rtport ls bastd. Ewiluation nports u, aot to be tonstTU,d as rq,ratndng usthdla oray othudributes not specljicaUy adfl(m,d 11oras an tn4orstnunl orntomnien• dadon for usu/ thesubjtct nport. 'I. • This report Is based upon indtpe,u/tnt tests or other t«lmltal daluubmlttd b1 the «pplicant. Tht ICBO Evaluation Strvkt, /nc., ltchnical staff has reviewed th1 tat rtsulJs .ndlorotlurdala. bu"ou natpouas ltSl/"Uitln to ,nakt an "'4qcndenl Hrifiu,tion. Tlurt ~ no warranty by ICBO Evalualion Stnkt, Inc., UJI~ or implied, u to any "Findingn •rothtr-lttr hrlht nport oras to anJ produtt urtrtd bJ I/ct rtport. This dlsclaimtrinc/iuks, but is not Umittd to, 111trchantabi1Jly. Page 1 of1 .,,_ CampuTru_s. Inc. -Manufacturing • Engineering • Computer Systems WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, n1Ust be designed and provided by designer of complete structure. CompuTrus assumes no responsibil- ity for such bracing. · 5. No load should be applied to any component until after au bracing and fastene~ are complete, and at no time should any loads greater than design loads be appried to any cor_nponent 6. CompuTrus has no control over an~. assumes no responsibirity for the fabrication, handling, shipment and installation .of components. · 7. This design is furnished subject to the rmtations on truss designs set forth by the Truss Plate Institute in ·Bracing Wood Trusses, f:ilB--91•, a copy of which will be furnished by CompuTrus upon request · GENERAL NOTES, unless otherwise noted: I J.:. Design to support loads as shown. -KY Design assumes the top and bottom chords to be laterally braced at 2'-0" o.c.and at 12·-0· o.c. ' respectively. 3. 2x4 Impact bridging or lateral bracing recommended where shown + + 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use. 6. Design assumes fuU bearing at au supports shown. Shim or wedge If necessary. 7. Design assumes adequate drainage ls provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix ·c·, see I.C.B.O. RR 4211 11. The CompuTrus Net Section Plate is indicated by the prefix ·cN·, the designator (18) indicates 18 ga. material is used. All others are 20 ga. General Notes: ...._ __ _.,.. @ Bracing to top and bottom chords not required, provided top chord has sheathing and bottom chord has dry wall. \. -t:')_.: 23665 Cajalco Rd.• Perris, CA 92570 • (909) 657-7491 • FAX (909) 657-0486 To Whom It May Concern: . . This is a copy of our stamp, as requested, with all data requested. Manufacturer-California Truss Comp~ny 23665 Cajalco Rd. Perris, CA 92570 Quality Control.:. Timber, Products Inspection P.O. Box #20455 Portland, OR 97220 (503) 254-0204 . C-ALIFORNIA TRUSS CO. PERRIS, CA U.B.C. SECTION 2·343.7 . ' a NER-QA275 :\ \-. QUALITY AUDITED BY llMBER PRODUCTS INSPECTION INC. 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2X 4 OF #2 1-6 BOTTOM CHORDS: 2x 4 OF #1 1-6 WEBS: 2X 4 OF STAND 2-12 2x 6 OF STUD 1, 13 TC LATERAL SUPPORT <a 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. • 111111111111 111111111111111 IIIII 11111111 TRUSS SPAN 36' -11 ,50" ANSI/TPI SINGLE MEMBER FORCES 4WRGO LOAD DURATION INCREASE• 1.25 T 1• 34 6 1• 0 W 1--201 w 0--1590 SPACED 24.0" o.c. T 2= 1957 6 2= -46 W 2= -35 w 9,. 34 T 3• 1957 6 3• 937 W 3• 60 W10• 137 LOADING T 4= -1018 6 4= 2561 W 4= -1983 WU= -427 LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF T 5• -2569 6 5• 2434 W 5• -387 W12• 2392 DL ON BOTTOM CHORD" 10.0 PSFII T 6= -2344 B 6= 0 W 6= -2990 W13• -722 TOTAL LOAD • 40.0 PSFII W 7• 450 115 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. LEFT= 234 RIGHT 753 INT.• 1740 @ 13·-9.o· BEARING AREA REQUIRED (SO. IN) JOINT JOINT JOINT B .38 OF/ .58 HF/ 14 1.20 OF/ 1.86 HF/ 10 2.78 OF/ 4.30 HF/ .55 SPF 1. 77 SPF 4.09 SPF MAX LL DEFL = -.026"@ 9 L/240 = .673" MAX TL DEFL • -.045"@ 9 L/180 • .897" MAX LL DEFL = -.285" @12 L/240 = 1.246" .. 12 MAX TL OEFL • -,498" @12 L/160 • 1.661" -0.25 MAX HORIZ. LL OEFL • .035" @14 MAX HORIZ. TL OEFL = .061" @14 (2) C-1. 5x~,. 6· _or equal at uprights. C-Sxl 1. ';), ( S') __ _ ' ~ :t:L o. 5" o; :;:: ; G ] C-:5x14.5 (S) C-5x6 (S) I. 13-09-00 I 25-02-08 ~ PROVIDE FULL BEARING. 38-11-08 Scale: 3/16" , AME: FLA~ STD FI D_ This t;L~siqn eoared from computer input by BILLY@ CALIFORNIA TRUSS CO FILE NO.: A1A 11\-1\ DATE: 10/30/:99f DES. BY: A l,.J SEQ.: 504813 WARNINGS: 1. RNd an a..,.,., Notff and Wamlna• before oonttructlon of tN ..... 2, buffd• and •-atlon oontraotor •hould be advl,itd of ah Gen«al No1H and Wamlngt b•for• oon,truotlcm oommena.t. 3. 1x3 oomprff•lon w.b bracing must be lnstaA.cf when shown +, 4. Ah latenl fore. rffls11ng elemitntt such at temporary and pffmantnt bracing, must be deslgnt-d and provld-«f by dHlgner of comple-te structure, Computru, aHUMff no rHpon,lblthy for ,uch bracing, 6, No load •hould be appU~ to any oomponMt untR after an bracing and fast.ritn are compl.t•, and at no tlm• •hould any load• greatl'l" than d.,lgn loads b• appn~ to any component. e. Computru1 ha, no control ov., and a11umn no ,..ponstbhtty for lh• fabrfcatlon, handUng, ,hlpmitnt and lnstaHatlon of component,. 7. Thi• dHlgn I, fumlthikl subject to th• lmttatlon, on tNH detlgn• Ht forth by th• Truss Pf•1• lnsthut• m·eradng Wood TNHH, Hm~e1 ·, a oopy of which wm b• tuml1hed by Computru• upon r.quHt. Generet Note,, unless otherwise noted: 1. Design to aupport loads as shown. Design 2. Desl9n asaumes the top and bottom chords to be laterally braced at 2'-0 o.c. and ot 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsiblhty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes ildequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed 10 their center lines coincide with Joint center lines, 9. Digits Indicate slro of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~:·~~~~i~·s0f.J~?ie~~J~Plate is indicated b the prefix "CN", the designator 118) indicates 18 ga. material is us~. All others are 20 ga. conforms to UBC-97 An Ver: 1. 04 (1L) -B CamEuTrus lnc. MAtllltACllllllt~n. fNQINFUIIUO. <.oMrl•lfn o'\YIH[M<; 4 I 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1-6 BOTTOM CHORDS: 2x 4 OF #1 1-5 WEBS: 2x 4 OF STANO 2-11 2x 6 OF STUD 1, 12 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. C-2.5x7.7+ [ ru i \ . )< Scale: 3/16" 0 • JOB NAME: 0HOWOOD Ai 12 0.25- 25-02-08 ~ 111111111111 11111 111111111111111 IIII IIII TRUSS SPAN 38'-11.50" LOAD DUAA!ION INCRtASE • 1.25 SPACED 24.0" O.C. LOADING LL ( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 13-09-00 38-11-08 PROVIDE FULL BEARING. ANSI/TPI SINGLE MEMBER FORCES 4WRGD T 1• 0 B 1• 2215 W 1-:.184 W 7• -2690 T 2= -2524 B 2= 2477 W 2= -2284 W 8• -369 T 3• -760 B 3• 674 W 3• 328 W 9• -1977 T 4= 1900 B 4= 9 W 4= 51 W10" 64 T 5• 1900 B 5• 0 W 5• -1763 W11• 20 T 6= -19 W 6= 481 W12• -209 LEFT• 756 RIGHT• 242 INT. = 1729 @ 25'-2.5" BEARING AREA REQUIRED (SCl. IN) JOINT 8 1.21 OF / 1.87 HF / 1.78 SPF JOINT 13 .39 OF/ .60 HF/ .57 SPF , JOINT 11 2.77 OF/ 4.27 HF/ 4.07 SPF MAX LL OEFL • -.262" MAX TL OEFL = -.453" MAX LL DEFL • -.028" MAX TL OEFL • -.050" MAX HOAIZ. LL DEFL • MAX HORIZ. TL DEFL • ), @ 9 L/240 • @ 9 L/180 = @12 L/240 • @12 L/180 = .043" @13 .074" @13 1.246" 1.661" .673" .897" from computer input by BILLY@ CALIFORNIA TRUSS CO WARNINGS: Generel Notes, unless otherwise noted: FILE ND.: Ai 41 DATE: 10/26/j998 DES, BY: AV SECl.: 500419 1. RNd aft 0 ...... 1 Not" and Warning• b•fore constNotlon of tnn•"· 2. Bulfdw and .-.ctlon oontraotor should be advised of aR General Notn and Wamlng, before oonstructlon oommtnoes. 3. 1 x3 oomprHslon web bracing must b• 1nst11led where shown +. 4. AU lat..t force rulttlng elament, sud,•• tempcrary and p.-man.-at bradng, must ba d"lgned and provided by dNlgnw of oomplate ttructure. ComputN, auum" no retponsfbmty for ti.Id\ bndng. 6. No load should be appUed to any component unth aN• a11 bradna and fasteners are complwte. •nd at no time should any loads greater than dulgn loads be appQed to any component. 8. Computru, hH no control ovw and a,sum-. no rupon,tbmty for th• fabrfcatlon. handJlng. shlpm.-it and lnstaJlatlon of oompoHnt,. 7. This dulgn I• furnished subJctet to th• Nmhatlon, on tru11 dHlgn• Ht forth by th• Tru•• Plat• lnt1hut• 1n·eradng Wood Truss", H!B-91'", a oopy of whJc:h wDI b• furnished by Cornputrut upon nqufft, 1. Design to support loads as shown. Design 2. Desi9n assumos the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'-0'" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihtv of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use, 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is P.:rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, Indicated by the prefix ·c·, see 1.c.0.O. R.R. 4211. 11 • J~g';,~flr'lV~f i~fc~f;;i~i ~:'.~!t~1!frJ•ud•~-~ gf~:'s :9:i;·ot~~- conforms to UBC-97 AnVer: 1 .04 (1Ll -B CameuTrus Inc. MA.NltFA.CTllAING • ENGINEERING • COMPVTER 6Y6TEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #1 1-4 BOTTOM CHORDS: 2x 4 OF #1 1-4 WEBS: 2x 4 OF STAND 1-7 2x 4 OF STUD B 111111111111 1111111111111111111111111111 TRUSS SPAN 25'-5.oo• LOAD DURATION INCREASE• 1,25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFW TOTAL LOAD• 40.0 PSFW *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. T 1• T 2= T 3• T 4= ANSI/TPI SINGLE 0 B !• -2631 8 2= -3726 B 3• -2962 B 4= MEMBER FORCES 2560 W 1• -!91 3744 W 2= -2659 3079 W 3• 402 0 W 4= -! 146 W 5• -84 4WRGD W 6• W 7,. w a-w 9= LEFT• 867 RIGHT• 892 BEARING AREA REQUIRED (SO. IN) t- 665 -556 3022 -86! 2x 6 OF STUD 9 JOINT 6 1.42 OF/ 2.19 HF/ 2.09 SPF JOINT !O 1.43 OF/ 2.20 HF/ 2.10 SPF TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. (2) C-l.5x2.6 or equa~·at 'uprights. 12 -0.25 MAX LL DEFL • -. 379" MAX TL DEFL • -.663" MAX HORIZ. LL DEFL MAX HORIZ. TL DEFL • @ 8 L/240 • 1,242• @ 8 L/1BO • !.656" .059" @10 .103" @!O ~~ ) ] -3x11.9 C-3x6+ · O. 5 C-3x9.4 C-2.5x4.3+ Scale: 1/4" . 406 NAME: FLAT .!LEILLEQ FILE NO.:B1A ~\A DATE: 10/30/;99i DES. BY: ~'rJ SEO.: 504820 C-5x7. 7 (S) 25-05-00 WARNINGS: 1. Read al Oenwal Notff and WamJnga bef~ oonttNctlon of trutsff. 2. BuHd• and erection contractor should b• advfted of •• General Notff and WarnJngs hfore oonttNcdon oomm-,on. 3, 1 x3 oompruslon web bracing must be lostahed wh.,. shown + • 4. AU lateral force rulttlng ~•m.ntt such H temporary and parmanent bradng, must be dulgnitd and proYld~ by design-, of complet• structure, Computn.11 a .. umn no responslbllhy for tuch bracfng. 6. No load should be appUed to any component untR aft« an bracing and fasten.,. are complete, and at no tlm• thould any loads greater than design lo•d• b• •ppTied to •ny componfflt. 6. Computrus has no oontrol over and •num" no rnponstbmty for th• f•brfoatlon, h•ncfflng, shipment •nd lnstallatlon of oomponfflt•. 7. Thi, dfflgn I• fumfsh.d subJitet to the lmhatlon, on tnn, d"lgns Ht forth by the TNu Plate lnatttut• Jn•Bradng Wood Tnrt, ... Hl8•91 .. , • oopy of which wnl be fumlshad by Computrus upon request. Thl~ gesiqn prepared from computer input by BILLY@ CALIFORNIA TRUSS CO. General Note1, unless otherwise noted: 1. Design to support loads as shown. Design 2. Design assumes the top and bottom chords to be laterally braced at 2'·0 o,c. and at 12'·0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition" of use. 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is P.:rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate siie of plate in inches. 10, For basic design values of the Computrus Plate, Indicated by the prefix 11. ~~· ~~~~~i~~i 1~i'ie1?;~~ Plate is indicated b the prefix "CN", the designator (18) indicates 18 ga. material is use~. All others are 20 ga. conforms to UBC-97 An Ver: 1. 04 (!L) -B MANll~ACTl'RING • ENGINEERING. COMPl'TEff SYSTEM$ ,,. 111111111111111 LUMBER SPECIFICATIONS ' SIZE SPECIE GRAOE PANEL (SJ TOP CHORDS: 2x 4 DF #2 1-6 BOTTOM CHORDS: 2x 4 DF #1 1-4 WEBS: 2x 4 DF STANO 2-11 2x 6 DF STUD 1 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. C-:2.5x7.7+ 111111111111 11111 IIIII IIIII IIIII IIII IIII 12, 0.25- TRUSS SPAN 25'-5.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSF* TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. --t::vC'.L r.-2.5x4.3+ C-5x.~JSI C-3x7.7 C-2.5x4.3+ ANSI/TPI SINGLE MEMBER FORCES 4WRGO T 1• 0 B 1• 2184 W 1• -127 W 7• 681 T 2= -2927 B 2= 3489 W 2= -2321 W 8= -727 T 3• -3752 B 3• 3110 W 3• 8B0 W 9• 980 T 4= -3752 B 4= 1748 W 4= -665 W10• -1908 T 5• -2549 W 5• 277 W11• -127 T 6= 0 W 6= -255 LEFT• 892 RIGHT• 887 BEARING AREA REQUIRED (SO. IN) JOINT 8 1.43 DF / 2.20 HF/ 2.10 SPF JOINT 12 1.42 DF / 2.19 HF/ 2.09 SPF ' MAX LL DEFL • -.313" @10 L/240 • 1.242" MAX TL DEFL = -.547" @10 L/180 = 1.656" MAX HORIZ. LL OEFL • .062" @12 MAX HORIZ. TL OEFL • ,107" @12 [. I I ..... ---, ::6 =::=0.5'=:; J Scale: 1/4" ' ,,LO_!LNAME:....l:lOWOOO B FILE NO.: 81 DATE: 10/26:199, DES. BY: /4 hj SEO.: 500420 ~, 25-05-00 WARNINGS: 1. Read al a.nn Notes and WamJno-before oonstructlon of trusses, 2. Bulldw and .-.ctlon contractor should be advtsed of al Ganwal Notff and WarnJng• before oonrtnJctlon commenOff, 3. 1 x3 oomprasfon web bracing must be lnstal.d whwe ahown +. 4. Al latwal fore. resl11lng ef•ment, t'UOh H t.mporary and ptrmanent bradng, mutt be designed and provldad by dfflgnw of complete structure. Computna atsumff no nspontlblRty for such bracing. 6. No load should be appA.d to any component t.•"l·UI aftw an bradng and fut-,ws ar• oornple1a, and at no tlm• should any load, g,Mt• than dKlgn foadr b• appH.d to any component. 6. Computrus h .. no oon1rol over and a,sumff no rnpon1lbmty for th• fabrlca1lon, hancfflng, 1htpm-,t and lnttalatlon of component,. 7. This design 11 furnl1h.d •ubJect to th• lrnkatlon1 on truss designs Ht forth by th• Tru11 Plat• Institute 1n·arac1ng Wood TNstH, HIB-91·, • copy of whld1 wm be furnished by Computru1 upon hqUfft. C-5x7. 7 (SJ from co General Notes, unless otherwise noted: 1, Design to BtJpport loads as shown. Design 2. Dosi9n OS11Umo• the tor:1 and bottom chords to be laterally braced at 2'·0 o.c. and •t 12'·0" o.c. respectively. 3. 2x4 lm~act bridging or lateral braci~ required where shown + + 4. Installation of truss 1s the responsibihtv of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use. 6. Design assumes full bearing at all BtJpports shown. Shim or wedge if necessary. 7. Design asBtJmes adequate drainage is 11rovided, 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9, Digits Indicate s,ze of plate In inches. 10, For basic design values of the Computrus Plate, Indicated by the prefix ·c·. seo 1.c.e·.o. R.R. 4211. 11 · J~g<;,~Tc,'N\'lli i~1c~f;;i~i ~':~~=t~~!ff!~.~d. ~ ~t~:; :7!4101~. ·--~ ---. ~ ~ --.. .C.Q conforms to UBC-97 AnVer: 1.04 (1L)-B MANllFACT\.IRINQ • ENQINEERINQ • COMPl•TER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (5) TOP CHORDS: 2x 4 OF #2 1-6 BOTTOM CHORDS: 2x 4 OF #2 1-5 WEBS: 2x 4 OF STUD 2 2x 4 OF STANO 3-11 2x 6 OF STUD 1, 12 TC LATERAL SUPPORT <• 12"0C, UON. BC LATERAL SUPPORT <a 12"0C, UON. C-3x9.4+ C-2.5x4.3+ C-2.5x6 1111111111111111111111111111111111111111 TRUSS SPAN 28'-8.50' LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40,0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. C-5x6 (S) 12 -0.25 C-3x6 ANSI/TPI SINGLE MEMBER FORCES 4WRGO T 1• -2491 B 1• 0 W 1• -972 W 7• -358 T 2= -2491 8 2= 3550 W 2= 2627 W 8= 385 T 3• -3788 8 3• 4051 W 3• -313 W 9• -1637 T 4= -3738 8 4= 3432 W 4= -1156 W10• 848 T 5• -1903 B 5• 1417 W 5• 314 W11• -1715 T 6= 0 W 6= -300 W12= -78 LEFT• 1004 RIGHT• 1006 BEARING AREA REQUIRED (SQ. IN) JOINT 8 1.61 OF/ 2.48 HF/ 2.36 SPF JOINT 13 1.61 OF/ 2.48 HF/ 2.37 SPF MAX LL DEFL • -.375" @10 L/240 • 1.406' MAX TL OEFL = -.655" @10 L/1B0 = 1.875" MAX HORIZ. LL DEFL • .073" @13 MAX HORIZ. TL DEFL = .127" @13 C-3x6 c.:..3x7 ~ i Ji C-3x14.5 C-3x6+ C-2.5x7.7 C-3x7.7+ Scale: 1/4" JOB NAME: FLAT-51 FILE NO.: C1 C, f DATE: 10/30/1998 DES. BY: AvJ SEG.: 504825 28-05-00 WARNINGS: 1. Rod an Gen..-al Notff and Warning• b•for• oonstNctlon of tnH1ff. 2. Buhder and w.atlon oon1nae1or thould b• advised of an Genwal Notu and Warnings b•fora oonstructlon oomrnwaOH. 3, 1x3 oomprff1lon web braofng mult ba Sn1t1HIHI wh.,• ,hown +. 4, An latwal foro. Htl,tlng elamMt• 1uch II tamporary and p.,,nanent bradng, must b• dfflgne-d and provided by dHlgnw of oompld• 1tructure, Computru1 anumu no rffponslb!Uty for auch bradng. 6. No load should be appff.-d to any component untA aft.ran bracing and fHtfflffl a,-. oomplete, and at no tlm• should any loads g,Ht• than daslgn loads b• appUed to any componfflt. 8. ComputNs hH no control ov• and ataumes no fffPOnsfbmty for th• fabrication, handnng. shlpment and lnttaUatlon of components. 7. Thi• dfflgn Is fumtshtM:1 subJitOt to th• lmha1font on tNH dMlgn• Ht forth by th• Tn,11 Pfata lns1hut• ln·Bradng Wood TNttH, Hl8·81•, a copy of which wtU b• furnished by Computrus upon r.quest. C-5x9.4 {S) [Lfil'.fil!§red from computer input by BILLY@ CALIFORNIA TRUSS CQ General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desisn assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihtv of the respective contractor. 5. Design e11umeft' tru1111ea are to be uaed in a non·corroaive environment, and are for "dry condition• of use. 6, Design assumes lull bearing at all supports shown. Shim or wedge 1f 7. 8. nece:searv. mes adequate drainage is p,rovided. be located on both faces of truss, and placed so their center ines coincide with joint center lines. 9. Digits indicate s,,e of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, 1ee l,C.8.0. R.R. 4211, 11, The Computrus /lot Section Plate Is indicated by the prefix "CN", the designator ( 18) indicates 18 ga, material is used, All others are 20 ga, conforms to UBC-97 AnVer: 1.04 (1L) -B Cam~uTrus Inc. MANl1FACfllRING • ENGINEERING , COMPllJER SYSTEMS IIIIIIIIIIIIIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1-B BOTTOM CHORDS: 2x 4 OF #1 1-7 WEBS: 2x 4 OF STUD 4 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 34'-5.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD" 10.0 PSFM TOTAL LOAD" 40,0 PSF* *5 PSF REDUCTION TAKEN ON ANSI/TPI T 1• 2 T 2= -2837 T 3• -2837 T 42 -4501 T 5• -4813 T 5,. -3420 T 7• 163 T 8• 163 SINGLE B 1• 8 2= B 3• B 4,. B 5• B 6= B 7• MEMBER FORCES 0 W 1• 3 -2 W 2= -21 4316 W 3• -1071 4949 W 42 2986 4567 W 5• -335 2957 W 6= -1571 0 W 7• 322 w 0--491 4WRGD W 9• W10• W11• W12• W13• W14• W15• W16• -165 289 -1245 715 -3253 -229 -186 13 2x 4 OF STAND 2, 3, 5-15 BOTTOM CHORD, AXIAL STRESS ONLY. 2x 6 OF STUD 2X10 OF #2 TC LATERAL SUPPORT BC LATERAL SUPPORT 16 1 <"' 12"0C, UON. <• 12"0C, UON. C-3x11.9+ C-2.5x4.3+ C-3x6 12 -0.25 CANT@ LEFT o·-7.3" 1126 CANT RIGHT @ 31 ·-9.-3" 1283 BEARING AREA REQUIRED (SQ. IN) JOINT 11 JOINT 16 1.60 OF / 2.05 OF / MAX LL DEFL • .010" MAX TL DEFL = .017" MAX LL DEFL • -.547" MAX TL DEFL = -.956" MAX LL DEFL • .119" MAX TL DEFL • .208" MAX HORIZ. LL DEFL = MAX HORIZ. TL OEFL • 2.78 HF/ 3.17 HF/ @10 L/240 • @10 L/1BO @14 L/240 • @14 L/180 @17 L/240 • @17 L/180 • .088" @17 .153" @17 2.65 SPF 3.02 SPF .060· .001· 1.558" 2.078" .265' .353" $[ '""'" ru lo I ~ .... ~ w;....--:::: .. -;::tef:iC :::-::----:=w C-5x6 (S} C-2.5x4.3(NS) C-2.5x6 C-3x11.9 C-4x7.7+ C-2.5x4.3+ ~ 101 J cant . tt-05-08 Scale: 1/4" JOELJ'IAM.i;," DATE: 11/3/1998 DES. BY: AW SEO.: 504830 D\ C-3x14.5 C-2.5x4.3 C-2.5x4.3 (NS) C-5x11.9 (S) C-2.5x6 31-05-08 34-05-00 WARNINGS: 1. RNd d Gen.., Notes and Warnings before conrtruotlon of ttuHff. 2. BuUder and ere-ctlon oontractor should be advf,t'd of al General Notu and Wamfng• before conttruotlon oommffloes. 3. 1 x3 comprffslon wft> bracing must be lnttaDed wh .. •hown +. 4. AU lat41Dl fore. rulstlng element• such as temporary and pitrmanent bracing, must be dfflgnad and provided by dHlgn« of oomplat• struotur•. Computn,1 astumn no respontlbmty for such bracing. 6. No load 1hould be appQed to any oomponent untQ after an bracing and faltenws are oompl.te. and at no time •hould any load• greatw than design load• b• appUed to any oompon.-rt. 6. Computrus has no control onr and astumH no rnpon1tbmty for th• fabrication, handnng, shipment and lnstalatlon of oompon..nts. 7. This dt>tlgn Is furnished subject to th• Imitations on truss dnlgn• Ht forth by th• Truss ft•t• 1nsthut• ln·Bradng Wood TNHH, HlB-91 •• a oopy of which wm b• fuml•hed by CornputnJs upon NqUHt. General Notes, unless otherwise noted: 1. Design to aupport loads as shown. Design 2. Desi9n assumes the to11 and bottom chords to be laterally braced at 2'·0 o.c. and a, 12• .. o· o.c. respectively. 3. 2X4 lm11act bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a nor,.corrosive environment, and are for •dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, Indicated by the prefix 11. ~~;·J~::,~i£-s0ii~iie~fi~~ Plate is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. C-2.5x4.3+ I.. I.. Cant.7 @ 2-06-00 ~ conforms to UBC-97 AnVer: 1.04 (ill -M (18) M4NLIFACTl.'RlNG. £NGINEEAINO • COMPUTER SYSTEMS 111111111111111 . . 111111111111111111111111111 IIIII IIII IIII LUMBER SPECIFICATIONS TRUSS SPAN 33'-11.50. ANSI/TPI SINGLE MEMBER FORCES 4WRGO LOAD DURATION INCREASE• 1.25 T 1• -2798 B 1• 0 W 1--1064 W 8• 197 SIZE SPECIE GRADE PANEL (SJ SPACED 24.0" o.c. T 2= -2798 8 2= 4091 W 2= 2950 W 9= -1301 TOP CHORDS: T 3• -4452 8 3• 4910 W 3• -313 W10• 642 2x 4 OF #2 1-7 LOADING T 4= -4806 8 4= 4647 W 4= -1409 W11= -3350 BOTTOM CHORDS: LL( 20.0)+DL( 10.0) ON TOP CHORD -30.0 PSF T 5• -3432 B 5• 3060 W 5• 476 W12• -236 2x 4 OF #1 1-6 DL ON BOTTOM CHORD= 10.0 PSFII T 6"' 164 B 6= 0 W 6= -522 W13= -186 WEBS: TOTAL LOAD• 40.0 PSFII T 7• 164 W 7• -119 W14• 13 2x 4 DF STUD 2 115 PSF REDUCTION TAKEN ON 2x 4 DF STANO 3-13 BOTTOM CHORD, AXIAL STRESS ONLY. CANT I!! 31 '-3.0· 2x 6 DF STUD 1, 14 LEFT• 1095 RIGHT• 1282 TC LATERAL SUPPORT<• 12"0C, UON. BEARING AREA REOUIRED (SO. IN) BC LATERAL SUPPORT<= 12"0C, UON. JOINT 9 1. 75 OF / 2.70 HF/ 2.5B SPF C-3x11.9 C-2.5x4.3+ C-2.5x6 C-3x14.5 C-3x6t L r Scale: 1/4" C-5x6 (SJ II C-5x9.4 (SJ 31-05-08 33-11-0B 12 -0.25 C-2.5x6 C-2.5x6 JOINT 14 2.05 OF/ 3.17 HF/ 3.02 SPF MAX LL OEFL • -.558" MAX TL OEFL = -.975" MAX LL DEFL • . 115" MAX TL DEFL = .202" MAX HORIZ. LL DEFL • MAX HORIZ. TL DEFL • C-3x9.4 @12 L/240 • 1!!12 L/180 @15 L/240 • @15 L/1BO .096" @15 .167" @15 1.551' 2.068" .255• _353• J C-2.5x4.3+ cant1., · · 2-06-00 L 7 I JOB NAMEi .FLAT STD This ppsion prepared from computer lnout bv BILLY @ CALIFORNIA TRUSS co FILE NO.: 01A D\A DATE: 10/30/1998 DES. BY: .A~ SEO.: 504831 WARNINGS: 1. RHd •• G.neral NotH and Warnings before construction of trut1H. 2. Bufldw and eriactlon oontraotor should be advl1ed of d Gtt1wal N01u and Wamlng• b•for. oonttructlon commences. 3. 1x3 oompreHlon web bracing mUS1 be lnttabd whw• 1hown +. 4. All latwal force resisting el•mentt ,uch H tH\porary and pwmantnt braclng, must be dnlgnitd and provided by d"lgnw of oomptet• structure. Computru, Hsumff no , .. ponstbmty for such bracing. 6. No load should b• apptted to any componltnt unt• afttt al bradng and fastentn a,. complete, and at no time should any loads ~ttt thin dfflgn loads be appRMI to any component. · 6. Computrus has no control over and aHUmff no '"ponslblnty for the fabrication, handling. sh!pm..-it and Installation of components. 7. This d..Sgn Is tumlshed subjkt to the lmftatlont on tru11 dftlgnt Ht forth by the Truu Plat• lnsth:ut• ln""Bradng Wood Trusses, HIS-91", a oopy of which wlll be fumbhed by ComputnJs upon request. Genern1 Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desi~n assumes the to~ and bottom chords to bo laterally braced at 21·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracir.g required whore shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is P.rovided. 8. Plates shall be located on both faces of truss, and pf aced so their center lines coincide with joint center lines. 9. Digits indicate siro of plate in inches. 1 O. For basic design values of the Computrus Plate, Indicated by the prefix •c•, see I.C.B.0, R.R. 4211. , , · J~~g';,':.~Wlli 1~~f c~f;;i~i ~::~!t:::1!rf:"ud.~. ~ gi~:; :7:tot~. conforms to UBC-97 AnVer: 1.04 (1LI-B MANllfACT\.IRING. ENQINEER!t~Q • COMPVtER SYSTEMS 111111111111111 111111111111 111111111111111 IIIII IIII IIII LUMBER SPECIFICATIONS TRUSS SPAN 28'-8.50" ANSI/TPI SINGLE MEMBER FORCES 4WRGD LOAD DURATION INCREASE• 1.25 T 1• -2491 B 1• 0 W 1--972 W 7• -358 SIZE SPECIE GRADE PANEL (S) SPACED 24.0" o.c. T 2= -2491 8 2= 3550 W 2= 2627 W B= 385 TOP CHORDS: T 3• -3788 8 3• 4051 W 3• -313 W 9• -1637 2x 4 OF #2 1-6 LOADING T 4= -3738 B 4= 3432 W 4= -1156 W10= 848 BOTTOM CHORDS: LL( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF T 5• -1903 B 5• 1417 W 5• 314 W11• -1715 2x 4 OF #2 1-5 DL ON BOTTOM CHORD= 10.0 PSFII T 6= 0 W 6= -300 W12= -78 WEBS: TOTAL LOAD• 40.0 PSFII 2x 4 OF STUD 2 115 PSF REDUCTION TAKEN ON LEFT• 1004 RIGHT• 1006 2x 4 OF STAND 3-11 BOTTOM CHORD, AXIAL STRESS ONLY. 2x 6 OF STUD 1, 12 BEARING AREA REOUIRED (SO. IN) TC LATERAL SUPPORT<• 12"0C, UON. JOINT 8 1.61 OF/ 2.48 HF/ 2.36 SPF JOINT 13 1.61 OF/ 2.48 HF/ 2.37 SPF BC LATERAL SUPPORT<= 12"0C, UON. Scale: JOB NA C-3x9.4 C-2.5x4.3+ C-2.5x6 C-5x6 (S) 12 -0.25 C-3x6 MAX LL DEFL • -.375" @10 L/240 • 1.406" MAX TL DEFL = -.655" @10 L/180 = 1.875" MAX HORIZ. LL DEFL • .073" @13 MAX HORIZ. TL DEFL = .127" @13 C-3x6 C-3x7.7 .... I JCT} I·· ::::::::-,, I a) ~ ~ >-E] C • ,1:fff ::::--,, @:3' >,§21__,i '.f C-3x14.5 C-3x6t C-2.5x7.7 C-3x7.7+ C-5x9.4 (S) 28-08-08 STO This design prepared from computer input by BILLY@ CALIFORNIA TRUSS CO. WARNINGS: General Not••, unless otherwise noted: ' 1 I FILE NO.: E1 t j DATE: 10/30/1998 DES. BY: A°\J SEO.: 504835 1. Rud aU Gwawal Notet and Warning, b•to,. oonttnsctlon of truHff, 2. BuHdllt' and erection oontr.ctor should be advised of all Otnaral Notes and Wamlngs b•for• construction oommenon. 1. Design to support loads as shown. Design 2. Desi9n assumes the IOI! and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.04 (1Ll -B 3, 1Jl3 oomprns1on web bracing must b• Inst.Wed wh•• thown +. 4. AR latWIII fore. rfflstlng 91•ments such •• tempor.ry and p.,m,n«1t bradng, mutt be du1gn9d and provided by d"lgnlf' of complete structur•. Computn,1 aHUfflff no rnpontlbtuty for such bradng, 6. No load should be appUed to any oomponiont un1JI aft• aft bradng and fastitnllf'I .,. complitt•, and at no tlm• should any loads gruter th•n dulgn lo•d• b• appR.-d to any oompontnt. 8, Computrus hH no oontrol ovw and aHumn no rffponslbtllty for th• fabrication, handUng, 1hlpmM'\t and lnstanatlon of 00mponent1, 7. Tht• d"Jgn Is furnished subJitet to th• lmltatlons on trun d..-lgns Ht forth by thti Truts Plate lnstltut• ln*Braotng Wood TNtsn. HIB-91 "', a oopy of which wnt be fumllh.ct by Computrvt upon r.quHt. 2'·0 o.c. and at 12'·0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. lnstatlation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition"' of use. 8. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9, Digits indicate sm, of plate in inches. 10. For basic design values of the Computrus Plate, Indicated by the prefix •c•, see I.C.8.0. R.R. 4211. 11 · J:ig~~~\~f .~~,c~f;;'~i ~1:~~:1~1!ff~';,d.~x. tzi g{~~r. :~!'1io1~~- MANl1FACTI.IRINO' ENOINEERtNQ. coMrl!TER f.YSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRAOE PANEL (S) TOP CHORDS: 2x 4 OF #2 1-6 BOTTOM CHORDS: 2x 4 OF #1 1-5 WEBS: 2x 4 OF STUD 2 2x 4 OF STAND 3-11 2x 6 OF STUD 1, 12 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. C-4x7.7 C-2.5x4.3+ C-2.5x6 :t ~(~I' ,. 111111111111 1111111111111111111111111111 TRUSS SPAN 28'-10.50" LOAD DURATION INCREASE• 1.25 SPACED 24.0" o.c. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFII TOTAL LOAD• 40.0 PSFII 115 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. C-5x6 [S) 12 -0.25 C-3x6 ANSI/TPI SINGLE MEMBER FORCES 4WRGO T 1• -2510 B 1• 0 W 1--978 W 7--343 T 2= -2510 B 2= 3583 W 2= 2647 W 8= 373 T 3• -3829 8 3• 4105 W 3• -313 W 9• -1615 T -4= -3805 B 4= 3508 W 4= -1171 W10= 8-41 T 5• -2000 8 5• 1517 W 5• 325 W11• -1800 T 6= 0 W 6= -314 W12= -83 LEFT• 1010 RIGHT• 1012 BEARING AREA REQUIRED (SG. IN) JOINT 8 1.62 OF/ 2.49 HF/ 2.38 SPF JOINT 13 1.62 OF/ 2.50 HF/ 2.3B SPF MAX LL DEFL • -.374" @10 L/2-40 • 1.415" MAX TL DEFL = -.653" @10 L/180 = 1.886" MAX HORIZ. LL OEFL • .071" @13 MAX HORIZ. TL DEFL = .123" @13 C1_3x7,. 7; C-2.5x7.7 J; C-3x14.5 C-2.5x6+ C-2.5x7.7 C-2.5x7.7 Scale: 1/4" . JOB NAME: FLAT sio FILENO.:F1 f/ DATE: 10/30/1998 DES. BY: ~\.J SEG.: 504838 28-10-08 WARNINGS: 1. RNd d Genwal Not" and Warning• b•fore oon1truotlon of tNHH, 2. Bul1der and ere-ctlon oontractor should be adYIHd of all Gen..S Not" and Warnlngti before construction oommenoet. 3. 1 x3 comprffslon w.tt bradng must be lnstatled whtra shown + • 4. Aft lat_..l foroe rnl,Ung -'•mentt tuch H t•mporary and permanent bradng, must b• dfflgnad and provided by dntgnw of oompl.t• structur•. Computrus Htumn no ruponslbmty for such bracing, 6. No load shoutd b• applled to any oompon11nt untR after an bradng and fastenen: are oompl.t•, and at no time should any loads grntw than dnlgn loads b• appned to any component. 8. ComputN• h .. no con1rot ovw and assumu no rHponttbmty for th• fabrication, handJJng, shlpment and lnsta!fatlon of components. 7. ThJ1 design Is fuml1hed subj.ct to th• lhnh:atlon1 on truss dHlgns nt forth by th• Truss Plat• tnstttute 1n·eraclng Wood Trustn, He.91·. a copy of which wm be fumf1hed by Computru• upon f*l\lffl. C-5x9.4 (S) IhJ!a_ design prepared from computer input by BILLY@ CALIFORNIA TRUSS CO. Oenerel Note•, unleos otherwise noted: 1, Design to support loads as •hown, Design 2. Desi~n assumes the 101> and bottom chords to be laterally braced at 2'·0 o,c, and at 12'-0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non .. corrosive environment, and are for •dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes .adequate drainage is P-rovlded. B. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate r;ize of plate in inches, 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 11 • J~;;g<;,~'WtlY~i i~a1c~t;:i~i ~:~~!,~1!ftti.~x. 'Kil ~r~~ :7:101~~- conforms to UBC-97 AnVer: 1.04 (1L) -B CamEuTrus Inc. MA.NllFACTllRING , ENOINEERrNG , COMPVTEA f;VISTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 DF #2 1-5 BOTTOM CHORDS: 2x 4 OF #1 1-4 WEBS: 2x 4 OF STAND 2-10 2x 6 OF STUD 1 TC LATERAL SUPPORT <c 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. C-3x7.7 C-1.5x2.6 111111111111 111111111111111 1111111111111 TRUSS SPAN 23'-4.50' LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF OL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. .JL0.25 ANSI/TPI SINGLE MEMBER FORCES 4WRGO T 1• -1906 B 1• 0 W 1• -78B W 6• 141 T 2= -1906 B 2= 2513 W 2= 2010 W 7= -83,4 T 3• -2508 B 3• 2384 W 3• -313 W B• 800 T 4= -1652 B 4= 1017 W 4= -663 W 9= -126,4 T 5• 0 W 5--7 W10• -75 LEFT• 820 RIGHT• 817 BEARING AREA REOUIREO (SO. IN) JOINT 7 1.31 OF/ 2.02 HF/ 1.93 SPF JOINT 11 1.31 DF / 2.02 HF/ 1.92 SPF MAX LL DEFL • -.166" MAX TL DEFL • -.290" MAX HORIZ. LL DEFL MAX HORIZ. TL DEFL • 1.140" 1.519' C-2.5x4.3 C-5x6(S) C-2.5x6 C-1.5x2.6 I~ 1 8 1 __::::::;----~ , .,,.,~ 7 IJJ '---= :A:i:.k ,ol ] ... ..-. TD FILE NO.: 61 ~\ DATE: 10/30/1998 DES. BY: /J~ SEG.: 504842 C-3x11.9 WARNINGS: 1. R"d all Gen..-.1 NotH and Warnings bafora oonstnJctlon oftnJHff. 2. Bundw and «ectlon contr1ctor should b• advised of an Oenwal NotH and Warnings b•for• construction oommenOH. 3. 1x3 comp,..,lon wffl bradng rnust be lnstatl.d wh•• shown +. 4. AN lateral force rnlstlng el•menta sud\ H temporary and p.manW1t bracing. must be d.,lgned and provtd~ by design• of compl.-t• structur•. Computrua assumH no , .. pon1Jbmty for such bracing. 6. No load should b• appllad to any oompon-,,t until aftw all bradng and futeners are complet•, and at no tlm• should any loads gr .. tw than dfflgn loads be apphed to any component, 6. Computru1 has no control OVff and HIUfflH no rasponttbtnty for th• fabrication, handtlng, thlpm.rt and tnnaNatlon of oompon.nts. 7. Th1• dHlgn f• fuml1h.d 1ubJ.-ct: to the amltatlon1 on tNn dHlgn1 Ht fonh by th• Tnns Plate lnstftute n·Bradng Wood TN9tH, Hm-e1•, • oopy of which wm be furnished by Computna upon r.quert. C-2.5x4.3 23-04-08 C> I 8 I ..... This. _design prepared from computer input by BILLY @ CALIFORNIA TRUSS CO. General Notes, unlcs!J otherwise noted: 1. Design to support loads as shown. Desi qn 2. Design assumes the top and bottom chords to be laterally braced at 2' .. Q o.c. and at 12'·0'" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihtY of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for '"dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adeqµate drainage is P.rovided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate sl,e of plate in inches. 10, For basic design values of the Computrus Plate, Indicated by the prefix "C', see I.C.B.O. R.R. 4211. 11. The Com1>4trus Net Section Plate is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.04(1L)-W CamEuTrus Inc. M.ANllFACTURINQ , ENGINEERING • COMPVTER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2X 4 OF #2 1-6 BOTTOM CHORDS: 2x 4 OF #2 1-5 WEBS: 2X 4 OF STAND 2-12 2x 6 OF STUD 1 TC LATERAL SUPPORT<= 12"0C, UON, 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 28'-5.00" ANSI/TPI SINGLE MEMBER FORCES 4WRGD W 7• W 8= W 9• W10= W11• W12• LOAD DURATION INCREASE• 1.25 T 1• SPACED 24.0" o.c. T 2= T 3• LOADING T 4= LL ( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF T 5• DL ON BOTTOM CHORD= 10,0 PSFlf T 6= TOTAL LOAD • 40,0 PSFlf lf5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 56 B 1• 0 W 1• 8 56 B 2= 2510 W 2= -79 -2815 B 3• 3500 W 3• -214 -3406 B 4= 3213 W 4= -2670 -2234 B 5• 1849 W 5• 464 0 W 6= -741 CANT@ 1'-7.8" LEFT= 1051 RIGHT 938 BEARING AREA REQUIRED (SQ, IN) -111 230 -1070 663 -2016 -147 BC LATERAL SUPPORT<• 12"0C, UON. JOINT 9 1.68 OF/ 2.60 HF/ 2.47 SPF JOINT 13 1.50 OF/ 2.32 HF/ 2.21 SPF · .. I C-3x9.4 12 0.25- C-2.5x6+ C-2.5x6+ ..... C-5x6 (SJ C-5x7. 7 (S) C-2.5x7.7 C-2.5x6 MAX LL DEFL = ,039"@ B L/240 = MAX TL DEFL • .069"@ B L/180 • MAX LL DEFL = -.309" @11 L/240 MAX TL DEFL • -.539" @11 L/180 • MAX HORIZ. LL DEFL = ,066" @13 MAX HORIZ. TL DEFL • .115" @13 C-2.5x4.3+ L L L canit1.J (1!-06-o'O 26-11-00 '1, ' 28-05-00 ' scale: 1/4" .165° .219" 1.324" 1. 755• TD from compute MUt by BILLY@ CALIFORNIA TRUSS CO FILE NO.:A2 A1.. DATE: 10/30/1998 DES. BY: ~0 SEQ.: 504814 WARNINGS: 1. RHd al Oenwal Notes and Warnings before oonttruotlon of tNltff. 2, BuUde, and we-ctlon oontraotor thould be advft~ of al Gen.at Note, and Wamklgt b•for• oont1ruotlon oommtinON. 3. 1 x3 oomp,...slon web bracing must be lnatalf.d wh.,. shown + • 4. AD lat.,.I for~ rHfstlng .temMtl such •• temporary and permanitnt bradng. mut1 be dMlgnitd and provided by dn1gnw of oompl-1:• stNcture. Computru1 a1sumff no rffponsfbUlty for such bracing. 5. No load should b• appUed to any component untlt afeff an bradng and fastentfS are complete. and at no time should any lo1ds grNttr than dt>s:lgn load• be applled to any component. 8. Computrus has no control over and assum" no respon1Jblllty for th• fabrication, handJfng, •hlpment and lnttaDatlon of components. 7. This dHlgn Is futnlshed subject to the Umttatlcna on tNH dnlgns Ht fcnh by th Truss P1at• lnsdtute ln"Bradng Wood Truun, HJB-91", a oopy of which wm b• f1R'nl1htd by CornputNa upon request. Generzsl Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2, Desisn assumes the top and bottom chords to be laterally braced at 2'·0 o,c. and at 12'·0" o,c, respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumeo trusses are to be used in a non•corrosive environment, and are for "dry condition· of use. 6. Design assumes full bearing at all supports shown, Shim or wedge if necessary. 7. Design assumes ~dequate drainage is ~rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, Indicated by the prefix 11. ~~;• Jg::,~~i~·,;J N~'ge~~J~ Plato is Indicated b the prefix "CN", the designator (18) indicates 18 ga. material is us~. All others are 20 ga, conforms to UBC-97 An Ver: 1. 04 (1L) -8 MANll~ACWRING • ENGINEERING. COMPllTEFI SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1-4 BOTTOM CHORDS: 2x 4 OF #2 1-4 WEBS: 2x 4 OF STAND 2-9 2x 6 OF STUD 1 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. 1111111111111111111111111111111111111111 TRUSS SPAN 23'-6.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD" 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSF• TOTAL LOAD• 40,0 PSF* M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 12 0,25- . ") ANSI/TPI SINGLE MEMBER FORCES 4WRGD T 1• -1026 B 1• 0 W 1• -810 W 6• -663 T 2= -2497 B 2= 2304 W 2= 1176 W 7= 457 T 3• -1967 B 3· 2574 W 3• -1383 w B• -1825 T 4= 0 8 4= 1702 W 4= 226 W 9• -164 W 5• -92 LEFT• 824 RIGHT• 821 BEARING AREA REQUIRED (SQ, IN) JOINT 6 1.32 OF/ 2.04 HF/ 1.94 SPF JOINT 10 1.31 OF/ 2.03 HF/ 1.93 SPF MAX LL DEFL • -.166" MAX TL DEFL • -.289" MAX HDRIZ. LL DEFL = MAX HDRIZ. TL DEFL • @ 8 L/240 • @ 8 L/180 • .043" !HO .075" @10 1.146" 1.528" (2) C-l.5x2.6 or equal at uprights. ( , .. ·-~-- iI Sea le: 3/8 • , JOB NA FILE NO.:B2A \ "- ~'2--A DATE: 10/30/!998/ DES. BY: ~N SEQ.: 504822 6,:.:3~il.:-J/ C-2.5x6 _Q WARNINGS: 1. Rffd al General Not.s and Wamlngs before oonstn1ctfon of tnn,es. 2. Bufldtt and weetlon contractor should b• advised of al Genwal Notff and Warnings b•for• constn1ctlon oommenoes. 3. 1x3 oomprHslon with bracing mu.t be lnt11ffed wh•• shown +. .C.. Aft lateral fo~ reslstlng tl•ment, tuch H t•mporary and p....manfflt bracing, must be dfflgn.cl and provided by dnlgner of oomplet• structure. Computn.11 aHUmff no '"pon•lblllty for tuch bradng. 6. No load thoutd b• appUt-d to any oomponwrt untD aft• an bradng and fasttrners ar• compl.t•, and at no time should any loads greater than design load• be appn~ to any componfflt. 6. Computru1 has no oontrol ovw and HIUmff no respon1lbmty for th• fabrication~ hand'Ung, shipment and lnataltatlon of oompontrnts. 7. Thb design 11 fumlsh~ 1ubJ.-ct to th• Rmltatlons on tNH dnlgnw Ht forth by th• Truss Plate lnstttut• ln·Bradng Wood Tru11n, Hm.91•. a copy of which wffl b• furnished by Computrus upon request. C-5x6 (S) C-2.5x7.7 C-2.5x6+ 22-11-00 C-2.5x4.3+ N ..... I (T) C) I N pm computer input by BILLY@ CALIFORNIA TRUSS CQ General Note,, unless otherwise noted: 1. Design to support loads as shown. Design 2. Deoi9n assumes the to11 and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non·corrosive environment, and are for ·dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9, Digits Indicate size of plate in inches, 1 O. For basic design values of the Computrus Plate, indicated by the prefix •c•, see l,C.B.O. R.R. 4211. 11 · J~g~~ro~\'Mi l~~lc;f;;i~i ~:~~!tt~!ff~"uds~d. ~ ~[~~. -a~~;·o1~~- conforms to UBC-97 AnVer: 1.04 (1L) -8 MANllFACTl.11:UNQ , ENGINEER/NO • COMPVJER c;,yc;t£M5 IIIIIIIIIIIIIII LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1-4 BOTTOM CHORDS: 2x 4 DF #2 1-4 WEBS: 2x 4 DF STAND 2-9 2x 6 DF STUD 1 TC LATERAL SUPPORT <= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. 111111111111111111111111111 11111 11111111 TRUSS SPAN 22'-11.00" LOAD DURATION INCREASE• 1.25 SP.ACED 24.0" O.C. LOADING LL( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM H5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 12 0.25- ANSI/TPI SINGLE MEMBER FORCES 4WRGO T 1• -1067 B 1• 0 W 1--789 W 6• -646 T 2= -2381 B 2= 1966 W 2= 1222 W 7 .. 365 T 3• -1887 8 3• 2493 W 3• -1053 W 8• -1841 T 4= 0 8 4= 1729 W 4= 451 W 9= -172 W 5• -157 LEFT• 804 RIGHT• BOO BEARING AREA REQUIRED (SQ. IN) JOINT 6 1.29 OF / 1.99 HF / 1.89 SPF JOINT 10 1.28 OF / 1.97 HF / 1.88 SPF MAX LL DEFL • -.148"@ 8 L/240 • 1.117" MAX TL DEFL = -.259" @ 8 L/180 = 1.489" MAX HORIZ. LL DEFL • ,040" @10 MAX HOAIZ. TL DEFL = .069" !HO C-5x6 (S) C-3x7.7+ C-2.5x6 C-2.5x4.3(NS) C-2.5x7.7 C-2.5x4.3+ ~5"(S) ![ I rh =---y.3 -----:: A~ ffe--_._...____________ + ~ Scale: 3/8" , JOB NAME: ~TD FLAT B2. DATE: 11/ 3/1998 DES. BY: AW SEG.: 504821 WARNINGS: 1. RHd all Gtn.,.1 Not ff and Warnings before oonttructlon of tnts1n. 2. sundw and wectlon oontractor 1hould be advftad of aD Gentnl Not" and Warnings b•for• oont1Netlon commences. 3, 1x3 oompr"1lon web bradng must be Jnttatlad whtr• shown +. 4. AN lateral force '"lttlng el•ment, such a1 temporary and permanent bradng, must b• d"Jgntd and provldtd by dfflQnw of oompl*1:• stnicture. Computru• anumff no t'flponslbmty for 1udl bracing. 6, No load should be appUtd to any component untll aft• an bradng and fattM'!lert are compl.te, and at no time 1hould any loads grNter than dnlgn loads be appned to any oomponent. 6, Computru, ha• no oontrol ov• and assumes no fflponslbmty for th• fabrication, handtlng, shipment and lnstaJlatlon of compon-,ts. 7. This design Is fum1shed subJIO't to the lmltatlont on truH dfflgns Ht forth by the Truss Plate lnstttute 1n•s.,.c1ng Wood Trussn, HIB·91 •. a oopy of which wm be fumbh*Cf by Computn1t upon Nq\Mft. C-2.5x4.3 22-11-00 Generel Notes, unfe9s otherwise noted: 1. Design to support loads as shown. Design conforms to UBC-97 AnVer: 1.04 (ill -M (18) 2. ~~ge~~::~t°!ttn,~'1f. ~~-~~~:.r:;iti~~y~~s to be laterally braced at 3. 2x4 Impact bridging or lateral bracing recommended whore shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5, Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition'" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge ii necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both laces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10, For basic design values of the Computrus Plate, Indicated by the prefix "C", see I.C.8.0. R.R. 4211. 11. Tho Compqtrus Not Section Plate is Indicated by tho prefix "CN", tho designator (1 Bl indicates 1 B ga. material is used. All others are 20 ga. MANL•FACTLIRING • ENGINEERING , COMPLITER SYSTEMS 111111111111111· LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1-4 BOTTOM CHORDS: 2X 4 OF #2 1-4 WEBS: 2x 4 OF STANO 2-9 2x 6 OF STUD 1 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C. UON. , .... - ·_c.:.3x1lJ i[ Scale: 3/8" , JOB NAME: FLAT STD FILE NO.: C2 {.,,-z_ DATE: 10/30/1998 DES. BY: ~'J SEQ.: 504826 111111111111111111111111111 1111111111111 TRUSS SPAN 23'-6.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL ( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. T 1• T 2= T 3• T 4= ANSI/TPI SINGLE MEMBER FORCES 4WRG0 -1026 8 1• 0 W 1• -810 W 6• -663 -2497 8 2= 2304 W 2= 1176 W 7• 457 -1967 8 3• 2574 W 3• -1383 W 8• -1825 0 8 4= 1702 W 4= 226 W 9= -164 W 5• -92 LEFT• 824 RIGHT• 821 BEARING AREA REQUIRED (SQ. IN) JOINT 6 1.32 OF/ 2.04 HF/ 1.94 SPF JOINT 10 1.31 OF/ 2.03 HF/ 1.93 SPF WARNINGS: 12 0.25- C-2.5x6 1. R .. d all o-,erat NotH and Warning• b•fore construction of truuet. 2. Bultdw and erection oontractor should b• advlt.c! of an Q-,waJ Notn and Wam1ngs before oonstructlon commtnOH. 3. 1 x3 oomprHtlon w.b bradng must be lnstaRed wh ... shown +. 4. AU latHal fo~ r.sltttng ttlemams such •• temporary and pennantnt bradng, mutt be design.cf and provided by dHlgnw of oompl.t• stn.ictur•. Computrus assumes no .-..pontlbmty for such braclng. 6. No load should be appned to any compontnt untD after aU bracing and fastantn ar• complete, and at no time thoufd any toad, gruttr than dulgn loads b• appU*<f to any componant. 6. Computrus has no control ov« and assumu no rHpontlbUlty for th• fabrication, handRng. shlpmM'lt and lnsta!l'.tlon of componffltt. 7. This design It fumtsh*<i subj.at to th• Smttatlons on truu design• Ht forth by th• Truss Pfat• tnsthute ln"'Bradng Wood TNsHs, HtB-91•, a copy of which wDI b• furnish*<! by Cornputnn upon request. C-5x6 [S) 23-06-00 MAX LL DEFL • -.166" MAX TL OEFL • -.289" MAX HORIZ. LL DEFL MAX HORIZ. TL OEFL • C-2.5x7.7 C-2.5x6+ @ 8 L/240 • @ 8 L/1BO • .043" @10 .075" @10 1.146' 1. 528" C-2.5x4.3+ iiL design prepared from computer input by BILLY @ CALIFORNIA TRUSS c~o General Note•, unless otherwise noted: ....,. .... -I (T) 0 I N 1, Design to aupport loads as shown. Design 2. Desisn asaumes the top and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.04 (1Ll -8 2'·0 o.c. and at 12'-o• o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7, Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix ·c·, see I.C.B.O, R.R. 4211. 1 1• J~~~'rcfr~\1:f ~fc~f;;1~i ~:~~=t~!ff;".;'.~J. ~ fr~::. -.~!'to~~- CameuTrus Inc. MANl*FACTl.'RING, ENGINEERING, COMPllTER 6Y6TEM'5 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1-6 BOTTOM CHORDS: 2x 4 OF #2 1-5 WEBS: 2x 4 OF STAND 2-12 2x 6 OF STUD 1 111111111111111111111111111 IIIII IIII IIII TRUSS SPAN 29'-.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" 0.C. ANSI/TPI SINGLE MEMBER FORCES 4WRGD LOADING LL( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD a 10,0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. T 1• T 2= T 3• T 4= T 5• T 6= -932 8 1• 0 W 1--1010 W 7• -932 B 2= 3313 W 2= 1324 W 8= -3576 B 3• 4143 W 3• -213 W 9• -3977 B 4= 3717 W 4= -2478 W10= -2644 B 5• 2224 W 5• 400 W11• 0 W 6= -614 W12• LEFT• 1019 RIGHT• 1012 BEARING AREA REOUIREO (SO. IN) -196 311 -1172 723 -2385 -164 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. JOINT 8 1.63 OF/ 2.51 HF/ 2.40 SPF JOINT 13 1.62 OF/ 2.50 HF/ 2.38 SPF -...:.: __ _ 12 0.25- MAX LL OEFL • -.404" @11 L/240 • 1.421" MAX TL OEFL = -.704" @11 L/180 = 1.B94" MAX HORIZ. LL OEFL • .087" @13 MAX HORIZ. TL OEFL = .151" @13 C·'-/ ·, I I C-4xt. 7 C-2··;5x4.~.3:. C-3x9.4 C-3x6+ C-5x6(S) . ,~· J""' C-3x9.4 C-2.5x4.3+ -I (T) ( I ,=: 0 1£1 e:!:!:J 'CJ-C •77T I , :::--e:r ::::-,,,§9 C'U Scale: 1/4" JOB -2.5x4.3+ C-3x14.5 .s.m FILE NO.: 02 t)z DATE: 10/30/1998 DES. BY: A\J SEO.: 504832 >I C-3x6+ C-3x6+ C-5x9.4 (S) 29-00-00 WARNINGS: 1. RHd aft OeneraJ Notes and Wamlngs before oonstruotlon of trussH. 2. BuUdw and w.ctlon oontniotor should b• advlsfld of•• G«iwat Notes and Wamlng• befor• oonstNctlon oomm..-ioes. 3. 1x3 oompl'fltlon wllb bracing must b• lnstatl.-d where 1hown -+.. 4. An lat.,..I fore. N>Slstlng l'lamtnt• such a, temporary and pwmanent bracing. must be dfllgna-d and provtded by dHlgn• of oornpl.-te struotut.. ComputNt HtUmff no rHponslbmty for tUCh bradng. 6. No load 1hould be appn.c:t to any oompontnt untR after an bracing and faltenllt'S .,. oomplet•, and at no time should any loads Of'fft« than dfflgn loads be appned to any compontnt. 6. Computrus has no control ov• and aHumN no rNponstbmty for the fabrication, handltng, shipment and lnstalatJon of oomponent,. 7. This de,lgn Is fumlthed subject to th• lmltetJont on truu dfflgnt set forth by th• Truu Plat• tnstftute tn•Bradng Wood Tnas,n, HtB-91 "'• a oopy of whldl wlH b• fumlth~ by Computnts upon requ"1. from compute ruiut by BILLY@ CALIFORNIA TRU~S CO. Generzil Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2, Desi9n assumes the top and bottom chords to be laterally braced at 2'-0 o.c, and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non--corrosive environment. and are for "dry condition• of use. 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits Indicate size of plate In inches. 10, For basic design values of the Computrus Plate, indicated by the prefix 11. ~~;·~~~~~i~'s0N~i'}e~~J~ Plate is indicated b the prefix "CN", the designator (18) indicates 18 ga. material is us~. All others are 20 ga. conforms to UBC-97 AnVer: 1.04 (1Ll -8 CamE:!uTrus Inc. MANllFACT\.IRINO. ENGINEERING. COMPl•TEFl 6YStEMS 111111111111111 111111111111 111111111111111 IIIII IIII IIII LUMBER SPECIFICATIONS TRUSS SPAN 53'-.oo· ANSI/TPI SINGLE MEMBER FORCES 4WRGD LOAD DURATION INCREASE• 1.25 T 1• -713 B 1• 0 W 1--408 W11• -368 SIZE SPECIE GRADE PANEL (S) SPACED 24.0" D.C. T 2= -324 B 2= 743 W 2= 749 W12= -2380 r\hx 4 TOP CHORDS: T 3• 1091 B 3• 292 W 3• -178 OF #1 8 LOADING T 4= 1091 B 4= -3441 W 4= -443 W13• 335 W14• -1014 2x 4 OF f2 1-7, 9 LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF T 5• -90 B 5• -3180 W 5• 198 W15• -95 BOTTOM CHORDS: DL ON BOTTOM CHORD,. 10.0 PSFII T 6• -90 B 6"' 2377 W 6• -1465 W16• 644 2x 4 OF f2 1-9 TOTAL LOAD w 40.0 PSFll T 7• -2432 B 7• 3410 W 7• -323 W17• -566 WEBS: ll5 PSF REDUCTION TAKEN ON TB• -3394 B 8• 2769 W 8• 2502 W1B• 2732 2X 4 OF #2 8, 10, 18 BOTTOM CHORD, AXIAL STRESS ONLY. T 9• -2662 B 9,. 0 W gs -2334 W19• -868 2x 4 OF STAND 2-7, 11-17 W10• 3446 2x 6 OF #2 1, 9, 19 899 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. LEFT • INT. 434 2378 @ RIGHT• 21·-4.3" 0 c~-z;~,, ~-'-} ¥( f I ~ r k , Scale: 1/8" JOB NAME: FLAT STD W FILE NO.: A3A A'3~ OATE: 10/30/19{8 DES. BY: fJ'rJ SEO.: 504816 12 0.25- 21-07-00 31-05-00 (2) C-1. 5x2. 6 or-·equal at uprights. 12 -0.25 BEARING AREA AEOUIAED (SO. JOINT 11 .69 OF/ 1.07 HF/ JOINT 20 1.44 OF/ 2.22 HF/ JOINT 15 3.80 OF/ 5.87 HF/ IN) 1.02 SPF 2.12 SPF 5.59 SPF MAX LL DEFL =.-.040" @13 L/240 MAX TL DEFL • -.070" @13 L/180 • MAX LL DEFL = -.393" @18 L/240 MAX TL DEFL • -.687" @18 L/180 • MAX HDAIZ. LL DEFL • -.026" @16 MAX HORIZ. TL DEFL = -.045" @16 1.053" 1.404" 1.568" 2,090" C-5.5x7. 7 (S) C-2. s·x:4 ;;:3., C-3x7.7 I ;!0{'2=5" C-2.5x4.3 C-5.5x14.5 (S) 21-04-04 k . 1 PROVIDE FULL BEARING. 53-00-00 WARNINGS: 1. RNd al OW\-,al Not" and WamJngt before oonmuctlon of trussH. 2. Butlder and eNCtlon oontrae1or 1hould be advised of all Genenl Notes and Wamlngs b•fo,. construction oomm9flon, 3. 1 x3 compression with bradng mutt be Inst an~ wh.,. •hown + • 4. Aft lat..-.1 force reslstlng .i.ments 1uch H t•mporary and permanent bradng. must b• dHlgn.-d and provided by d"lgnw of oomplet• struo1or•. Computru• atsumff no re-sponslbmty for suc:h bradng. 6. No load should b• appUed to any oomponent untn ah• an bracing and fasteners ar• oompl.t•, and at no tlm• should any loads grfftw than dHlgn load• be appned to any oomponwit. 8. Computrus hH no control ovar and auumn no nsponslbmty for th• fabrfeatlon, handl'lng, shipment and lnrtalatlon of oomponentl. 7. This design 11 fumlahitd subJitct to the Amltatlons on truss dHlgns set forth by th• TruH Plate lnttttut• 1n•sndng Wood Truun, Hm.91•, • copy of which wHI be furnished by Cornputru• upon requnt. (T) 9 l ~ 7 ,), 31-07-12 This~cl_gsign r.eoared f..!'.om comol!!:J~r inout b_ SILLY@ CALIFORNIA TRUSS CO. Genernl Notes, unless otherwise noted: 1. Design to support loads as shown. Oes i gn 2. Desi~n assumes the to1> and bottom chords to be laterally braced at conforms to UBC-97 An Ver: 1. 04 (1Ll -8 2'-0 o.c. and at 12'~0" o.c. respectively. 3. 2x4 lm~act bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is 1>rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, Indicated by the prefix "C", see I.C.B.O. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga, MANI.IFACTI.IRING , ENGINEERING , COMPt.tTER SYSTEMS 111111111111111 111111111111111111111111111 IIIII 11111111 LUMBER SPECIFICATIONS TRUSS SPAN 53'-.oo• ANSI/TPI SINGLE MEMBER FORCES 4WRGO LOAD DURATION INCREASE• 1.25 T 1• -713 8 1-0 W 1--408 W11• -368 SIZE SPECIE GRADE PANEL (SJ SPACED 24.0" o.c. T 2= -324 B 2= 743 W 2= 749 W12= -2380 TOP CHORDS: ),2x 4 OF #1 B 2x 4 OF f2 1-7. 9 T 3• 1091 B 3• 292 W 3• -178 W13• 335 LOADING T 4= 1091 B 4= -3441 W 4= -443 W14• -1014 LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF T 5• -90 8 5• -3180 W 5• 198 W15• -95 BOTTOM CHORDS: DL ON BOTTOM CHORD= 10.0 PSFII T 6= -90 B 6= 2377 W 6= -1465 W16• 644 2x 4 OF f2 1-9 TOTAL LOAD• 40.0 PSFII T 7• -2432 B 7• 3410 W 7• -323 W17• -566 WEBS: 115 PSF REDUCTION TAKEN ON T 8• -3394 8 0-2769 w 0-2502 W18• 2732 2x 4 OF #2 8, 10, 1B BOTTOM CHORD, AXIAL STRESS ONLY. T 9= -2662 B 9= 0 W 9= -2334 W19= -868 2x 4 DF STAND 2-7, 11-17 w10-3446 2x 6 OF #2 1, 9, 19 LEFT• 434 RIGHT• 899 TC LATERAL SUPPORT<= 12"0C, UON. INT. = 2378 @ 21 ·-4.3" BC LATERAL SUPPORT<• 12"0C, UON. BEARING AREA REQUIRED (SO. IN) JOINT 11 .69 OF / 1.07 HF / 1.02 SPF 12 0.25- 21-07-00 31-05-00 12 -0.25 JOINT 20 1.44 DF / 2.22 HF/ 2.12 SPF JOINT 15 3.80 OF/ 5.87 HF/ 5.59 SPF MAX LL OEFL = -.040" @13 L/240 MAX TL DEFL • -.070" @13 L/180 • MAX LL DEFL = -.393" @18 L/240 MAX TL DEFL • -.687" @18 L/180 • MAX HORIZ. LL OEFL • -.026" @16 MAX HORIZ. TL OEFL • -.045" @16 1.053" 1.404' 1.568' 2.090" ~ "--· C-5.5x7.7(Sl c-z·.~_x4~~·'/:· C18-8x17.9. ~ C-4x1::,; i C-3x6 ;'9,·i'.2:!?·' ):Wi-14 C-2.5x4.3 C-3x7.7 5" C-5.5x_7.7(S) C-3x6 ·~=·4:i,;7.,)7 m b'I ' ,'.!: :: C: ~ 0.;:: c:=, ~ }:k-. '. ! . ', •.. 5. -} : ' -J,? Scale: 1/8" ~illl~AME: FLA )< STD FILE NO.:A3 A3 DATE: 10/30/19fB DES, BY: ~ \..J SEO.: 504815 C-3x6 C-5.5x14.5(S) J,______)_ C-5x11.9 C-5.5x7.7(S) C-2.5x4.3 21-04-04 PBPYIQE FULL BEARING~ 53-00-00 WARNINGS: 1. R .. d •• Gen..-al Notn and Warning• b•fore oonstNCtlon of tNssH. 2. BuUdet and wt-etlon oontnrictor should b• advfted of an a.,.,., Notn and Wamlnga b•for• oonstructlon oommenoes. 3. 1x3 oompr•stlon w.& bradng must be 1nstad*Ct where shown+. 4. An lateral force, rulstlng ~•meats such H temporary and p«manfflt bracing, must b• dnlgn-.d and proYldtd by dnlgnw of oomplfl• ttruotur•. Computrus assumn no rnponsJbmty for such bradng, 5, No load shoufd b• appnect to any component untll aft« an bracing and fasten.n •r• complwte, and at no tlm• should any loads Qt'Htllf' than dntgn loads be appn~ to any component. 8. Computru• has no control ov• and a,sumH no rflponslbmty for the fabrication, handtlng, shipment and lnstaRatlon of oomponent•. 7. Thi• dnlgn I• fuml•hMI subj.at to th• Imitations on 'tNH dnlgns Ht forth by th• Truu Plate lnt1ltut• ln·Bradng Wood TNHn, Hm,91 •, • oopy of which wm be ftnntth.cl by Computrut upon rNtt,1ffl. 31-07-12 I, 7 This design repared from computer input b SILL y @ CALIFORNIA TRUSS en~ Generel Notes, unless otherwise noted: 1. Design to support loads as shown. Design conforms to UBC-97 AnVer: 1.04 (ill -B 2, ~~~9r:,~~~e!t t~~·!'bP. ~~~. ~~!~oer:;'ti~~y;~s to be laterally braced at 3, 2X4 Impact bridoing or lateral bracing required where shown + + 4. Installation of trt!ss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7, Design assumes adequate drainage is Rrovided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines, 9. Digits indicate size of plate in inches. 10, For basic design values of the Computrus Plate, indicated by the prefix "C', see l,C.B.O. R.R. 4211, 11, The Computrus Not Section Plate is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used, All others are 20 ga, MANUFACfllRING , ENGINEERING • COMPVfER SYSTEMS 111111111111111 111111111111 lllll 111111111111111 11111111 LUMBER SPECIFICATIONS TRUSS SPAN 38'-5.00' ANSI/TPI SINGLE MEMBER FORCES 4WRGO LOAD DURATION INCREASE• 1.25 T 1• 641 B 1• 0 W 1-38 w 0--1626 SIZE SPECIE GRACE PANEL (S) SPACED 24,0" o.c. T 2= 2169 B 2= -681 W 2= -674 w 9 .. 108 TOP CHORDS: T 3= -763 B 3• -1885 W 3• 266 W10• -161 2x 4 OF #2 1-7 LOADING T 4= -763 8 4= 2325 W 4= -1595 W11= -345 BOTTOM CHORDS: LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF T 5• -2343 8 5• 2498 W 5• -1289 W12• 1789 2x 4 OF #2 1-6 OL ON BOTTOM CHORD ~ 10.0 PSFll T 6= -2439 8 6= 700 W 6= 2791 W13= -1007 WEBS: TOTAL LOAD • 40.0 PSFll T 7• 0 W 7• -369 W14• -55 2x 4 OF 12 6 115 PSF REDUCTION TAKEN ON 2x 4 OF STANO 2-4, 7-13 BOTTOM CHORD, AXIAL STRESS ONLY. LEFT= -9 RIGHT= 806 2x 6 OF 12 1, 5, 14 INT. • 1892 @ 11·-3.3" TC LATERAL SUPPORT<• 12"0C, UON. BEARING AREA REQUIRED (SO. IN) BC LATERAL SUPPORT<= 12"0C, UON. JOINT 9 .02 OF/ .02 HF / .02 SPF .. 11-06-00 12 0.25- 26-11-00 12 -0.25 JOINT 15 1.29 OF / 1.99 HF / 1.90 SPF JOINT 11 3.03 OF / 4.67 HF/ 4.45 SPF MAX LL DEFL = .002" MAX TL DEFL • .004" MAX LL DEFL = -.233" MAX TL DEFL • -.408" MAX HORIZ. LL DEFL • MAX HORIZ. TL DEFL = !HO L/240 = @10 L/180 • @13 L/240" @13 L/180 • .021· @15 ,036" @15 .538' .717' 1.354' 1.806' C:-li>:.1 ~ 7 C-3x6 C-2.5x4.3+ { ,, W' :::::--1:!JI = IQ;' = c:!:t5 --= ,m: ---== t!5= -== 's=;J ~ x I, r FILE NO.: B3 '62;, DATE: 10/30~199r DES. BY: ~\-J SEG.: 504823 11-03-04 PROVIDE FULL BEARING. 38-05-00 WARNINGS: 1. Rnd al Genenal Notet and Warnings b•for. construction of truHes. 2. sunder and wM1tlon oontractor should b• advised of all Oenwal Notff and Wam!ng1 before oonttNotlon oommeno.t. 3. 1 x3 oomprfftlon web braolng must b• Install.cl wheir• shown + • 4. Aft latenl fore. rHlttlng .Zem-,ts 1uch •• temporary and plffm&nfflt bracing, must be d"lgned and provfd.ci by dnlgntr of complete structure. Computru1 HIUfflff no rnponslbmty for suc:h bradng. 5. No load should b• appffed to any oomponfflt untA after an bracing and fat1enffl are complitt•, and at no 1lm• should any toad• grn1er 1h•n design loads b• appTied to any componwit. 8. Computrus has no control ov« and astumff no N"Sponslbtnty for th• fabrication, handling, shlpmwrt and lnt1.Uatlon ot oomponwitt. 7. This dfflgn I• fumlthed sub)itet to th• Rmttatlont on 1ruu dHlgns Ht forth byth• Truu Plat• lnt1ftut• fn•Braolng Wood Truun, Hm-e1•, a copy of whtch wnl b• fumlshttd by Computrm upon NqUffl. C-5x6 (S} 27-01-12 hilLc;lesiqn e1repared from computer input b Gener&I Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2, Desi9n assumes tho !Of! and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o,c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition· of use. 8. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided, 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate site of plate in inches. 10, For basic design values of the Computrus Plate, indicated by the prefix 'C', see I.C.B.O. R.R. 4211. , 1 • J~:9'ii~!r1\'Mf i~afc~r;Ji~~ ~:~~:,t1!fr;•uds~d. ~ gf~~ --~~iot~!. ,l, conforms to UBC-97 AnVer: l .04 (1L)-B MANllFACTl'RlNG • ENGINEERING. COMPlfTER SYSTEMS ~ 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1-8 BOTTOM CHORDS: 2x 4 OF #2 1-8 WEBS: 2x 4 OF STUD 6 2x 4 OF STAND 2-4, 7-16 2x 6 OF STUD 1, 5, 17 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. Ulllll 111111111111111111111111111111111 TRUSS SPAN 41'-11.50" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. ANSI/TPI LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10,0 PSFM TOTAL LOAD• 40,0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. T 1• T 2• T 3• T 4= T 5• T 6= T 7• T 8• 845 2544 -590 -2578 -2578 -3041 -1739 54 LEFT• INT. = SINGLE MEMBER FORCES 4WRGO 8 1• 0 W 1• 109 W10• B 2= -B94 W 2= -888 W11= B 3• -223B W 3• 332 W12• B 4= 728 W 4= -1768 W13= B 5• 3081 W 5• -1390 W14• B 6= 1859 W 6= 2987 W15= B 7• 124 W 7• -912 W16• 8 8• 0 W 8• 1936 W17• W 9= -371 CANT @ 40'-5.5" -BO RIGHT• 964 2053 @ 11·-3.3" BEARING AREA REQUIRED (SO. IN) -521 -236 1218 -636 1750 -896 -81 7 JOINT 10 .13 OF/ .20 HF/ .19 SPF JOINT 17 1.54 OF / 2.38 HF/ 2,27 SPF JOINT 12 3.28 OF/ 5.07 HF/ 4.83 SPF 11-06-00 12 0,25- (2) C-1. 5x2. 6 or equar· at uprights. 30-05-08 12 -0.25 C 4 C-5.5x7 .7 C-2-.5x7:. 7 -x7 7 • C 2 5 7 7 · .-' ,k ,k r··· -~d-l ~ -2.5x7.7 0. 5' C-3x!!.~ - C-2.5x6+ ; C-5x11.9(S) C-5x7.7(S) C-2.5x6+ · C-2.5x4.3+ 1, 11-03-04 .,,.. 29-02-04 canr.r=o6JP0 l,_j, PROVIDE FULL BEARING. 41-11-08 MAX LL DEFL = .004" @11 L/240 = MAX TL DEFL • .007" @11 L/180 • MAX LL DEFL • -,309" @14 L/240 • MAX TL DEFL • -.541" @14 L/180 • MAX LL DEFL • .039" @18 L/240 • MAX TL DEFL = .069" @18 L/180 = MAX HDRIZ. LL DEFL • .019" !HS MAX HDRIZ. TL DEFL = .033" @18 .538" .717" 1. 471 • 1.961 • .150" .200· AT STD Itii.lLifesiqn prepared from computer input by BILLY FORNIA TRUSS CO FILE NO.: C3 {._ 3 DATE: 10/30/1978 DES. BY: AW SECl.: 504827 WARNINGS: 1. Rad aa Genwal NotH and Wamlngt b•f0f'9 oonrtructlon of truun. 2. Bufldet and .-.ctlon contractor ahould b• advlsitd of an Gen.,..I Notes and Wamlngt before oonstn.iotlon oommwiOH. 3. 1 x3 oomprutlon wflb bracing must b• lnttatt.cf where shown + • 4. AR latitr111 fo~ f'fflt1:lng -'•mwits such H temporary and pennanent bradng. must b• dHlgn.ct and provided by d"lgnw of oompl*1• 11.ruotu,.. Computru, Hsumff no respon11bmty for such bradng. 6. No load should b• appHed to any component un11 after aD bradng and fastenen .,. oomplete, and at no time should any loads gruter than dHlgn loads be appU.-d to any component. 8, Computru1 h•• no oontrol ovw and atlUmH no r.spon12bmty for the fabrtcatlon, hanctnno, 11,Jpment and lnt1altatlon of oompon.-nts. 7. Thi• dHlgn 11 tum11hed 1ubJeot to th• Imitation• on truH dHlgnt .. t forth by the Truu Ffat• lnstttute1n·sradng Wood Tnn1H, Hts-e1·, a oopy of whlffl wNI b• fuml•hed by Computrus upon nqufft. Generel Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desl9n assumes the to~ and bottom chords to be laterally braced at 2'-0 o,c. and at 12'·0· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is ~rovided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9, Digits indicate •i,e of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix 11, ;~;·J~::,~~dl..01-1~ie!~~~Plate ls Indicated by the prefix "CN", the designator (181 indicates 18 ga. material is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.04 (1Ll -8 CamEuTrus Inc. MAN\JFACT\,.tRING. ENGINEERING , COMPUTER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #1 1-6 BOTTOM CHORDS: 2x 4 OF #2 1-6 WEBS: 2x 4 OF STUD 2, 10 2x 4 OF STAND 3-9, 11, 12 2x 6 OF STUD 1, 13 TC LATERAL SUPPORT<• 12"0C, UON. 1111111111111111111111 111111111111111111 TRUSS SPAN 30'-11.00" LOAD DURATION INCREASE• 1,25 SPACED 24.0" D.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD -30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI -2346 T 1• T 2= T 3• T 4= T 5• T 6= -3897 -4268 -4268 -3015 54 LEFT• SINGLE B 1• B 2= B 3• B 4= B 5• B 6= MEMBER FORCES 0 W 1• 2470 W 2= 3966 W 3• 3142 W 4= 155 W 5• 0 W 6= W 7• -1005 2503 -826 1509 -439 315 -342 4WRGD W B• W 9= W10• W11= W12• W13= CANT @ 29'-5.0" 1034 RIGHT• 1130 BEARING AREA REQUIRED (SO. IN) 1166 -693 2954 -1054 -81 7 BC LATERAL SUPPORT<= 12"0C, UDN. JOINT B 1.65 OF/ 2.55 HF/ 2.43 SPF JOINT 13 1.81 OF/ 2.79 HF/ 2.66 SPF 12 -0.25 MAX LL DEFL • -.440" MAX TL DEFL = -.770" MAX LL DEFL • .047" MAX TL OEFL = .083" MAX HORIZ. LL DEFL • MAX HOAIZ. TL OEFL • @11 L/240 • @11 L/180 @14 L/240 • @14 L/180 .059" @14 .104" @14 1.456" 1.942" .150" .200· C-3x9.4 C-3x6 C-3x6+ ·C-e4x7. 7 i[-< 7"" C-5x6(S} C-2.5x6 C-4x9.4/ ('\J fn• i.it!!::=======~E!:l~======:::::--,.:"::fffi'M:~-,~==~~=-~~gE::=~~;~--JJ§:::::;;;;~:::~===J~lJ r[:n =-:-:---=-~--=====:r~,(~=========~t!:!r"§::::::==:==:===:=!t:!::J~-====:::::====~E-"~'01 ~ r )< Scale: 1/4" JOB NAME: FLAT STD FILE NO.: 03 ~)-3, DATE: 10/30:199, DES. BY: Aw SECl.: 504833 C-3x9.4 C-5x7 .7 (S) 29-05-00 30-11-00 WARNINGS: 1. Rud an Gen..-al Notet and Warnings betON: conmuctlon of trunff. 2. BuHder and erection oontraotor mould be advts.ct of an OenO Notn and WamJngs b•fora construction oommenon. 3. 1 x3 comprn1Jon web bracing murt b• lnstallad where shown +. 4. Al lateral fore. rttlsttng .rements ,ud, •• temporary and pwmanent bracing, must be d.,Jgnad and provided by dHtgnw of oomplet• structure. Computru• as1umn no fflPOMlbmty for such bracing. 6. No load thoufd be appRed to any component untR aft• atl br111dng and futenws are oomptet•, and at no time 1hould any loads gruter than dHlgn Jo•d• b• appftad to any oomponent. 6. Computrus hH no control ove, and HIUfflH no rHponstbmty for th• fabrtcatlon, handUng, shipment and Jnstahtlon of oomponerrta. 7. This dutgn Is furnish~ 1ub}ect to th• lmtt1tlon1 on truu designs Hi forth by th• Truss Plat• lnttltut• 1n·sracklg Wood Tru11n. HSB-91•, a oopy of whldl wffl be furnished by ComputNt upon nquHt. C-3x7.7 C-3x9.4 L_J, can.it,; '1-06-ojl f'_eruJred from computer input by BILLY@ CALIFORNIA TRUSS CO. Generl!il Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desl9n assume• the 1011 and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o,c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition" of use. 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is 11rovlded. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits Indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~· ~g:;,\;fa~·f i~~i'§e~~J~ Plate Is indicated by the prefix "CN", the designator 118) Indicates 18 ga. material is used. Ail others are 20 ga. conforms to UBC-97 AnYer: 1.04 (1L) -B CamQuTrus Inc. MANllFACTVRING. ENGINEERING • COMPl•TEA SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (5) TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STAND 2-4 2x 6 OF STUD 1, 5 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UDN. ~--;,--- ({-Z·~-5-i.7 ."7 ·1 C-2.5x4.3 111111111111 1111111111111111111111111111 TRUSS SPAN 12'-.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL ( 20. 0) +DL ( 10. 0) DL ON ON TOP CHORD• 30.0 PSF BOTTOM CHORD= 10,0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON 12 -0.25 BOTTOM CHORD, AXIAL STRESS ONLY. -C-L~x'P.1 ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER FORCES 0 B 1• 786 W 1• -767 B 2= 0 W 2= -421 W 3• W 4= W 5• RIGHT• 4WRGO -166 -824 -100 7B8 -3B8 -419 BEARING AREA REGUIREO (SQ. IN) JOINT JOINT 4 .67 OF/ 1.0-4 HF/ .99 SPF 6 .67 OF/ 1.04 HF/ .99 SPF MAX LL DEFL • -,034" MAX TL DEFL • -.059" MAX HDRIZ. LL DEFL = MAX HORIZ. TL DEFL • @ 5 L/240 • @ 5 L/180 • .005" Ii! 6 .009" Ii! 6 .571" , 761 • ~[ i -I -ts:3== ==========~' [!]~~-== C-2.5x4.3 =======---I~ Scale: 3/B" . JOB NAME: FLAT STQ FILE NO.:E3 1::3 DATE: 10/30/1998 DES. BY: ~v SEQ.: 504836 12-00-00 WARNINGS: 1. RNd al General Notff and Warning• b•fore oonltNat:lon of tNHff. 2. BuSldw and ..-.ct:lon oontraotor should be advised of al Genwal Notff and Warning, b•for• construction oommtnoet. 3. 1x3 oompNSslon w.b bradng must be lnt'CaUed wh.,. shown +. 4, All latent force r.slstlng elements IUCh u t•mporary and permanent bracing, must be designed and provided by deslgnw of complete atruoture. Computrus aHumff no rnpons1bmty for such bracing, 6. No load should b• appU.d to any oompon-,t untn after an bracing and fastentn •r• complete. and at no tlm• should any load, great-, than d,ulgn load, b• appR.-d to any compontnt. e. Computru, hat no control ovw and HSUmas no r"ponslbmty for tha fabrfcatlon; handtJng, shlpmfflt and lnstallatlon of components, 7. Tht• d"lgn Is tum I shed subject to th• lmttatlon• on truss dfflgns set forth by the Tn111 Ptat• tnsthut• tn·Braclng Wood TNltn, HlB-e1·, a copy of which WIii be fumlthod by Computrvt 111>on NquHt, This __ Qesic:m epared from computer input by BILLY@ CALIFORNIA TRUSS CO. Genernt Notes, unlesn otherwise noted: 1. Design to support loads as shown. Oes i gn 2. Desi9n assumes the to!! and bottom chords to be laterally braced at 2'-0 o.c. and at 12'-0" o.c. respectively. 3. 2X4 lm~act bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is 11rovided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits Indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211, 11. The Compqtrus Net Section Plate Is indicated by the prefix •cw, the designator (18) Indicates 18 ga. material Is used, All others are 20 ga. conforms to UBC-97 AnYer: 1.04 (1Ll -e MANl.•FACHIRINQ. E~QINEERtNG, COMPl.•TER SVRtEMC. 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STAND 2-4 2x 6 OF STUD 1, 5 TC LATERAL SUPPORT<= 12·oc, UDN. BC LATERAL SUPPORT<• 12"0C, UON. 111111111111111111111111111 IIIII IIII 1111 TRUSS SPAN 12'-,oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O,C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 12 -0.25 ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER FORCES 0 B 1• 786 W 1• -767 8 2= 0 W 2= 421 W 3• W 4= W 5• RIGHT • 4WRGO -166 -B24 -100 788 -388 419 BEARING AREA REGUIREO (SG. IN) JOINT JOINT 4 .67 OF/ 1.04 HF/ .99 SPF 6 ,67 OF/ 1.04 HF/ .99 SPF MAX LL DEFL • -,034" MAX TL DEFL • -.059" MAX HDRIZ. LL OEFL = MAX HORIZ. TL DEFL • @ 5 L/240 • @ 5 L/180 • ,005"@ 6 .009" @ 6 .571" .761" , ........ ,_~ -·,>-· I (2) C-1.5x2.6 or equal at uprights. -@-=-~ ._5_,:irl:-.IJ if 3/8" FILE NO.: E3A t:. ~~ DATE: 10/30:199i DES. BY: ~w SEO.: 504837 C-2.5x4.3 C-2.5x4.3 12-00-00 WARNINGS: 1. RNd al Genenl Notff and Wamlng1 b•fore oonstNctfon of tNtHt. 2. BuUdw and IINCtlon contractor thoufd b• ad\'11ed of aSI General Notff and Warnings before oonstNatlon oommenON. 3. 1x3 oomprHalon w.b braofng must be lnstaJfed wh•• shown +. 4. An lateral fore. nslttlng alement1 1ud1. at tempor.uy and p«man..-it bracing, mutt b• dfflgn-.d and provided by dnlgnw of compla-t• structure. Compu1ru1 assumu no responsfbmty for such bradng. 6. No load should be appUed to any oomponent untl afttr an bradng and fH'tWI.,. are complete, and a1 no time should any toad• QTHt• than dfflgn loads be appUed to any componiant. 6, Computnn has no oontrol ovw and assumes no n-spontfbllh:y for th• fabrication, handtJng, th!pmwrt and lntt.a.tlon of componfflts. 7. This dHlgn Is fuml1hed subject to the lmtt1tfon1 on tru11 designs ,., forth bY th• Truu Plat• lnstltut• ln·Bradng Wood Tru11ff, HJB,91•, a copy of whldl wm be fumlshed by Computnn upon requffl. <c-lzti7 ~ 7 ~ 1? : co 0 I ..... General Note,, unlens otherwise noted: 1. Design to support loads as shown. Design 2. Design assumos the to1> and bottom chords to be laterally braced at 2'·0 o,c, and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss ,s the responsibihtY of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use. 6, Design assumes full bearing at all supports shown. Shim or wedge ii necessary. 7. Design assumes adequate drainage ls provided. 8. Plates shall be located on both laces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~· ~~~~i!~ i1~i'~e~?;J~ Plate is indicated b the prefix "CN", the designator (18) indicates 18 ga. material is use~. All others are 20 ga. FORNIA TAUS~ conforms to UBC-97 AnVer: 1.04(1L) -B MANl!FACfl!RtNQ. ENGINEERING, COMPLITER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STAND 2-4 2x 6 OF STUD 1, 5 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. ~-4x7.7+ Scale: 3/8" , JOB NAME: FLAT STD 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 10'-9.00' LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 12 -0.25 ~ . ·~ £, ......... 4~ C-2.5x4.3 ,:c..: 2 • ·sx:1 ~ ·i' C-2.5x4.3 10-09-00 CD 0 I ...... 0 I C'\J ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER -474 B 1• FORCES 0 W 1• 0 B 2= 375 491 W 2= W 3• W 4= W 5• RIGHT• 4WRGD -347 506 -109 -539 -143 377 BEARING AREA REGUIRED (SG. IN) JOINT JOINT 4 .60 OF/ .93 HF/ .88 SPF 6 .60 OF/ .93 HF/ .89 SPF MAX LL OEFL • -.014" MAX TL DEFL • -.025" MAX HDRIZ. LL DEFL MAX HORIZ. TL DEFL • @ 5 L/240 • @ 5 L/180 • .003" I!! 6 .005"@ 6 ,508" .678" h.iLQesig(L~~ed from computer input by BILLY@ CALIFORNIA TRUSS CO WARNINGS: General Note,, unless otherwise noted: FILE ND.: F3 F~ DATE: 10/30/{9~, DES. BY: ~V'4 SEG.: 504839 1. RNd al Gtinaftt Not" and Wamlngt before oonmuctlon of tnn, ... 2. Buftd• and .-.ctlon contractor should b• advlttd of an OenwaJ Notn and Wamlngt before oonstNctlon oommenOftla 3. 1 x3 oomprfftlon wtb bradng must be lmtaD.cl wher• thown +. •· Aa lat.,.J fore. resisting .-emtnts sud\ at tempora,y and pwmanitnt bradng. mutt be dHlgn~ and provldad by dH1gner of oornpl.t• structura, Computrut asrumes no rnponttbmty for such bradng, 5. No load should b• •ppn~ to any oomponant untR after aR bradng and fHtaatn ar. compll'te. and at no time should any foadt grNt• than dalgn lo•d• b• appAed to any component. 6. Computrut hH no control over and assum.s no respontlbmty for the fabrication. handtlng. shlpmfflt and Jnst•llatlon of components. 7. Thi• d"lgn I• furnished tubJkt to th• UmttatJont on tru11 dfflgnt tet for1h by the Truss Pf•t• lnrtltut• 1n·Bradng Wood TNuff. HlB-91•. • copy of whtcli wDf be furnished by Computntt upon requ..t. 1. Design to support loads as shown. Design 2. Desi11n assumes the to~ and bottom chords to be laterally braced at 2'-0 o.c. and at 12'·0· o.c. respectively. 3. 2x4 Impact bridging or lateral bracl!!!l required where shown + + 4. Installation of truss 1s the responsibihtY of the respective contractor. 5. Design assumes trusses are to be used in a non--corrosive environment, and are for 'dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is P.rovided. 6. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate site of plate in inches. 10. For basic design values of tho Computrus Plate, indicated by the prefix 11. ~~· e~~~~i.!;1,-;\i~ie~?;~~ Plate is indicated by the prefix ·cw. the designator (1 Bl Indicates 18 ga. material Is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.04 (1Ll -8 MANl1FACTLIRING • ENGINEERING • COMPlllER 6Y61EMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STAND 2-4 2x 6 OF STUD 1, 5 TC LATERAL SUPPORT<= 12·oc. UON. BC LATERAL SUPPORT<• 12"0C, UON. ,. 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 10'-9.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD* 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 12 -0.25 ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER -474 8 1• FORCES 0 W 1• 491 W 2= 0 B 2= 375 W 3• W 4= W 5• RIGHT • 4WRGD -347 506 -109 -539 -143 377 BEARING AREA REQUIRED (SG. IN) JOINT JOINT 4 .60 OF/ .93 HF/ .88 SPF 6 .60 OF/ .93 HF/ .89 SPF MAX LL DEFL • -.014" MAX TL DEFL • -.025" MAX HDRIZ. LL DEFL = MAX HORIZ. TL DEFL • @ 5 L/240 • @ 5 L/180 • .003" 11! 6 .005" @ 6 .508" .678" (2) C-l.5x2:f'e1::_-:equal at uprights. C-4x7. 7+ AI._STD FILLED FILE NO.: F3A f' ~.Ai DATE: 10/30/1998 DES. av: A\-J SEG.: 504840 C-2.5x4.3 C-2.5x4.3 10-09-00 WARNINGS: 1. RNd al Genenl Notes and Warning• before oonmuctlon of tnts, ... 2. Bullder and -..ctk>n oontraotor thoufd be advhed of all O.nwal NotN and Wamlng1 befo,.. oonstNatlon oommenOM. 3. 1,r3 oomprHaton w.b b,.dna mutt be lnst1Jll-d whtn 1hown +. 4. Al latwal force retlrtfng alem.n1s auch H t•mporary and pwm1nant bn1dng, mus1 be dfflgned and provtded by d"lgnw of oompl.-t• ttructure. Computrus anumH no rnponllbRlty for such bracing. 6. No load should be appU.d to any component untl •ft• an bracing and fasteners are complete, and at no tlm• thould any loadt grMtw than dHlgn Joad, be •ppUed to any compon.nt. 8. Computrvs hH no control ovw and auumH no NSponsJblUty for the fabrfcatlon. hwadltng. shipment and lnstahtlon of components. 7. Thi• dnlgn I• furnished tubject to th• Mmltatlon• on trun dHlgn• Ht forth by the Trun Plate lnstJtut• 1n•Bradng Wood Tnn, .... Hl8w91•, a copy of which wm be tumtshed by Computnn upon requnt. a:, C> I .... C> I N ~o.mr;iuter input by BILLY@ CALIFORNIA TRUSS CO General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Design a.sumos tho top and bottom chords to be laterally braced at 2'·0 o.c, and ot 12•-o• o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where 1hown + + 4. Installation of truss 1s the responsibility of tho respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge rf necessary. 7. Design assumes adequate drainage is ~rovided. 8. Plates shall be located on both faces of truss, and placed ao their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plato, Indicated by the prefix 11. ~~;·l~~~i~·s0N~~1fi~~Plate is indicated by the prefix •cw, tho designator (18) indicates 18 ga. material is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.04 (1L) -8 MANllfACfllAINQ , ENGINEERING • COMPl'TER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRACE PANEL (S) TOP CHOROS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STANO 2-4 2x 6 OF STUD 1, 5 TC LATERAL SUPPORT<• 12"DC, UON. BC LATERAL SUPPORT<• 12"0C, UON. { Scale: 3/8" ,,JQ.B_!':!A FILE NO.: G3 ,. G-; DATE: 10/30/1998 DES. BY: ~-w SEG.: 504843 ,\" 1111111111111111111111111111111111111111 TRUSS SPAN 12'-.oo• LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER -706 B 1• -706 B 2= FORCES 0 W 1- 0 W 2= W 3• W 4= W 5• 421 RIGHT• 4WRGD -394 739 -360 734 -386 419 LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD z 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. BEARING AREA REQUIRED (SQ. IN) 12 0.25- C-1.5x2.6 C-2.5x7.7 12-00-00 WARNINGS: 1. R .. d aM G«1«al Not" and Wamlngs before oonstructlon of tn.lHH, 2. Bueldw and ..ctlon contractor should be advh~ of all Gentnl NotH and Wamlng1 b•for• oonstNotlon oommtinCff, 3. 1x3 oomprHtlon wtb bradng must b• lnnattitd whitre shown +. 4. AQ 11,teral force resisting Mmentt such H t•mporary and permanent bradng, must be dHlgnitd and proYld~ by dfflQntr of complot• nructure. Computn11 auumN no ,..pon,lbmty for tuch bracing. 6, No load should be appN-9 to any component until aft• an bradng and fartentn are oomplote, and aat no time thoufd any loadt Qfff1er than dulgn load• b• appQed to any oomponent. 8, Computn,1 hat no oontrol ovw and aHumH no fflpon•lbmty for th• fabrfoatlon. hancfflng, thlpmllrrt and lnttdlltlon of oomponentt, 7. Thlt design It furnished •ubJect to th• Imitation• on truH du1gnl Ht forth by the TNH Plat• fnsthut• tn•Bradng Wood Tn1t1", HIB·D1·, • copy of whldi win b• fumJ1hed by Cornputnt1 upon requnt, JOINT JOINT 4 .67 OF/ 1.04 HF/ .99 SPF 6 .67 OF/ 1.03 HF/ .99 SPF C-2.5x4.3~ hls design prepared Genera.I Notes, unless otherwise noted: MAX LL OEFL • -.029" MAX TL DEFL • -.050" MAX HORIZ. LL OEFL MAX HORIZ. TL OEFL • @ 5 L/240 • @ 5 L/180 • .001" I!! 6 .003"@ 6 pm computer input by BILLY @ CALIFORNIA TRUSS~C~Q .571' .761" 1. Design to support loads as shown. Design 2. Desi~n assumes the to1> and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.04(1L)-B 2'·0 o,c. and at 12'·0" o.c, respectively, 3. 2x4 Impact bridging or lateral bracing required where shown + + 4, Installation of truss ts the responsibihtY of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use, 6, Design assumes lull bearing at all supports shown. Shim or wedge if necessary, 7. Design assumes adequate drainage is 1>rovided, 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, Indicated by the prefix ·c·, see I.C.B.O. R.R. 4211. 11 · J~gC;.':,'rJ/'l\'}lf i~~lc~f;;i~i ~1:~~!1:.';1!ff;tds~d. ~ f{~;:. :?:tot~~- CamguTrus Inc. MANt.rrACTl'RINQ. ENGINEERING, COMPllTER 6'f"STEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (5) TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STAND 2-4 2x 6 OF STUD 1, 5 TC LATERAL SUPPORT <z 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. \, •• ..,,j ____ ' 12 0.25- 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 12'-.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+0L( 10.0) ON TOP CHORD* 30.0 PSF DL ON BOTTOM CHORD• 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION T~KEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER -706 B 1• -706 B 2= FORCES 0 W 1• 0 W 2= W 3• W 4= W 5• 421 RIGHT• r 4WRGD -394 739 -360 734 -386 419 BEARING AREA REQUIRED (SQ, IN) JOINT JOINT 4 .67 OF/ 1.04 HF/ .99 SPF 6 .67 DF / 1.03 HF/ .99 SPF MAX LL DEFL • -,029" MAX TL DEFL • -.050" MAX HDRIZ. LL DEFL = MAX HORIZ. TL OEFL • @ 5 L/240 • @ 5 L/180 • .001" !l 6 .003"@ 6 .571" .761" (2) C-l.5x2.6 or\eiqu~i at ~prights. C-1.5x2.6 ,c:..3x6 if Cc-1X6"37 . I a; ---= I I ID I I I I I ___:::::::::--- C-2.5x7.7 12-00-00 Scale: 3/8" , ,LOB NAME: FLAT STD FILLED his .~esiqn prepared from compute miut by BILLY !l CALIFORNIA TRUSS ~Q FILE NO.: G3A G~.p.. DATE: 10/30/1998 DES. BY: ~"\J SEG.: 504844 WARNINGS: 1. RHd al Gtineral Not*' and Wamkt~ before constNctfon of tnnsn. 2. Bulldet and ,wa,ctlon contractor should be advised of d G..,-.1 Not" and Warnings before oonnructlon oommencn. 3. 1x3 oompr.sslon web bracing must b• instatte-d wh.,. shown +. .C.. Al lateral force nslstlng elements such at temporary and permanent bradng, must be dnlgnffl and provldfll by dHlgn« of oomplit1• structure. Computrus assumes no rffponslbmty for such bracing. 6. No load should be appUe-d to any component untn after alt bradng and fasteners ar• comp1"1•, and at no time should any loads grhtllt' than dfflgn loads b• appRed to any componwrt. 8. Computru• has no control ovw and astumN no ,-,ponslbtnty for th• fabrication, handtlng, shipment and lnstalatlon of components. 7. This dHlgn 11 fumbhed subJIIC't to the Umttatlons on tnJu dttlgns •-' forth by th• Truss Pf•t• lnsthute 1n•er1dng Wood TruHes, Hts-01•, • copy of which wm b• fumlshitd by Computrus upon f'9q\lut. GenerS Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2, Desi9n assumes the to~ and bottom chords to be laterally braced at 2'-0 o,c, and at 12'·0" o.c. respectively, 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsiblhtY of the respective contractor. 5. Design assume!!' trusses are to be used in a non-corrosive environment, and are for *dry condition• of use, 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adeqyate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate slie of plate in inches. 10, For basic design values of the Computrus Plate, Indicated by the prefix 11. T~:·~~~~dt;;'N~'§e~?;~~ Plate is indicated by the prefix "CN", the designator (161 indicates 18 ga. material is used, All others are 20 ga. conforms to UBC-97 AnVer: 1.04(1L)-B MANl1FAC1'URINQ , ENQINEEFIINQ , COMPt•TER t;YSTEM'- 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRAOE PANEL (5) TOP CHORDS: 2x 4 DF #1 1-6 BOTTOM CHORDS: 2x 4 DF #2 1-6 WEBS: 2x 4 OF STUD 4, 12 2x 4 OF STAND 2, 3, 5-11 2x 6 OF STUD 1, 13 TC LATERAL SUPPORT<• 12"0C, UON, 111111111111111111111111111 IIIII IIII IIII TRUSS SPAN 31'-.oo· LOAD DURATION INCREASE• 1.25 SPACED 24,0" O.C. LOADING LL( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. T 1• T 2• T 3• T 4= T 5• T 6= ANSI/TPI 54 -3034 -4294 -4294 -3921 -2360 CANT@ SINGLE MEMBER FORCES B 1• 0 W 1-7 8 2• 156 W 2• -81 8 3• 3161 W 3• -1057 B 4= 3991 W 4= 2972 B 5• 2484 W 5• -694 8 6= 0 W 6= 1173 W 7• -343 1·-6.0" 4WRGD W 8• W 9• W10• W11:s W12• W13= LEFT• 1133 RIGHT 1037 BEARING AREA REQUIRED (SO. IN) 317 -441 1519 -828 2517 -1008 BC LATERAL SUPPORT<= 12"0C, UON. JOINT 9 1.81 OF/ 2.80 HF/ 2.67 SPF JOINT 14 1.66 OF/ 2.56 HF/ 2.44 SPF I / .. --~-- ~ 12 0.25- C-2.5x6 C-5x6(S) C-2.5x6+ C-3x6 MAX LL DEFL • .048" MAX TL DEFL = ,083" MAX LL DEFL • -.445" MAX TL OEFL = -.780" MAX HORIZ. LL OEFL • MAX HORIZ. TL DEFL • @ 8 L/240 • @ 8 L/180 = @11 L/240 • !!11 L/180 .054" @14 .095" @14 C-3x9.4· · .150" .200· 1.460" 1.947" ( ID' 'CZ -=-c:!:! :::----. 1!:!r = ,ffl .-::::: t:!:'.:3----= igjji ,j -2.5x4.3+ C-3x6+ C-3x9.4 C-3x7.7 C-3x9.4 C-5x7. 7 (S) L L L ca,n.;b.r p-06-tfo 29-06-00 7L Scale: 1/4" JOB NAME: FLAT STD FILE NO.: HH3 \-\\--\~ DATE: 10/30/199, DES. BY: Aw SEO.: 504852 31-00-00 ' WARNINGS: 1. R .. d al G.nwat Not.,. and Wamlngt b•fore oonstn,ctlon of trutHs. 2. Bulld• and lft011on oontractor thould be advl1ed of aft Genenl Notff and Warnings befora oonstruotlon oommenOff. 3. 1 x3 oompres1lon wllb bracing must be lnstded wh.,. shown +. 4. AU lattral force rHlstlng alements tuch H temporary and permanent bniclng, mutt be detfgn~ and provfd~ by dntgnw of oomplet• m®tute. Computru• IHUmH no rnponalbntty fot such bracing. 5. No load should be appR.d to any oompon-,t untR aft• all bracing and fHtenen •r• compltt•, and at no tlm• should any loads grNter than de-sign toads be appfied to any compon.nt. 8. ComputN, hH no control ov• and anume-s no ruponslbmty for th• fabrication. handnng. shipment and 1nt1111atlon of oomponfflt,. 7. Thi, dfflgn Is fumlshe-d subj.ct to th• Imitations on 1NH dfllgn, ,tt forth by th• TNH Plat• lnstftut• 1n•aradng Wood T,us, .. , Hm~e1·. a oopy of whldl wUI b• fuml•hed by ComputNt upon request. This .design prepared from computer input by BILLY!! CALIFORNIA TRUSS CO General Notes, unless otherwise noted: 1. Des!gntosupportloadsasshown. Design conforms to UBC-97 AnVer· 1.04 (1Ll-B 2, ~~~S~::,".~1~lt!t t~,:~ ~~-~~!ioe~ti';,';:j'~~· to be laterally braced at • 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7, Design assumes adequate drainage Is provided, 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate Sile of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O, R.R. 4211. 1 1. The Computrus Met Section Plate is indicated by the prefix ·cw, the designator 118) Indicates 18 ga. material is used. AU others are 20 ga. Cam(;!uTrus Inc. MANllFACTllRING , ENGINEERING • COMPUTER SYSTEMS IIIIIIIIIIIIIII 1111111111111111111111111111111111111111 I LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 DF #1 1-6 BOTTOM CHORDS: 2x 4 OF #2 1-6 WEBS: 2x 4 OF STUD 4, 12 2x 4 DF STANO 2, 3, 5-11 2x 6 DF STUD 1, 13 TC LATERAL SUPPORT <• 12"0C, VON. TRUSS SPAN 31'-.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD m 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI T 1• T 2= T 3• T 4= T 5• T 5,. 54 -3034 -4294 -4294 -3921 -2360 CANT@ LEFT• SINGLE MEMBER FORCES 8 1• 0 B 2= 156 B 3• 3161 B 4= 3991 B 5• 2484 B 6= 0 1'-6.0' 1133 W 1• 7 W 2= -61 W 3• -1057 W 4= 2972 W 5• -694 W 6= 1173 W 7• -343 RIGHT• 4WRGD W B• W 9= W10• W11= W12• W13• 1037 BEARING AREA REQUIRED (SO. IN) 317 -441 1519 -828 2517 -1008 BC LATERAL SUPPORT<• 12"0C, UON, JOINT 9 1.81 DF / 2.80 HF/ 2.67 SPF -··-.e.. C-42c 7\ 71~C-3x9-. "4,-,, •t. ~ (,IUJ# I, ~ C-2.5x6 C-3x9.4 12 0.25- C-5x6 (S) C-3x7.7 C-2.5x6+ C-5x7. 7 (S) JOINT 14 1.66 DF / 2.56 HF/ 2.44 SPF MAX LL OEFL • .048" MAX TL DEFL = .083" MAX LL OEFL • -.445" MAX TL DEFL = -.780" MAX HORIZ. LL OEFL • MAX HORIZ. TL DEFL • !l B L/240 • !! B L/180 @11 L/240 • @11 L/180 = .054" @14 .095" @14 C-3x6 C-3x9.4+ C-3x9.4 .150" .200· 1.460' 1.947' ~§_n.j: ~--'d-06-o'O 29-06-00 L r 31-00-00 • Scale: 1/4" , ,,LOB NAME: FL~T STD FILE NO.: H3 l-t~ DATE: 10/30/1998 DES. BY: ti'W SEO.: 504848 WARNINGS: 1. Read al G.-.tnll Notu and WamJngt b•fo,. oonttructfon of tnn,.,. 2. Buld• and .-.ctJon oontractor should be advbed of al o..,n Notff and Waffling• before oonltruotlon oommenott. 3. 1 x3 oompfff•lon web braofng murt be SnstaR.a wh.,. shown +. 4. AA latfflll force ,..Jstlng .rem.ntt such ., temporary and pfflnantnt bradng, must be designed and provided by designer of oompl.t• structure. Computru, HsumH no l'ff1)onsJblffty for such bradng. 6. No load should be appfted to any oompontnt untn after •• bradng and fastenen: are compl.t•. and at no tlm• thould any load• greatw than d"lgn toads be applled to any component. 8. ComputNI has no control ovw and H1umes no nsponsfblllty for th• fabrication, handUng, •hlpmw,t and lnstalatlon of component1. 7. Thi• dfflgn 11 furnished sub}ect to th• llmttatlont on trun d"Jgn1 Ht forth by th• Truu Plate lnttttute ln"Braclng Wood TNHH, HIB-91", a copy of which whl be furnJ•h~ by Computru• upon raquffl. Thu;~_desiqn prepared from computer input by BILLY@ CALIFORNIA Generel Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Design assumes the toi:> and bottom chords to be laterally braced at 2'·0 o.c. and at 12•-o• o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of tnJss ,s the responsibility of the respective contractor. 5. Design assumes trusses are to be used In a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage Is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plato, indicated by the prefix 11. ~~· J~~~i~'s0N~/}.~?;J~ Plate is Indicated by the prefix •cN", tho designator (18) indicates 18 ga. material is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.04(1Ll-B MANllFACTl'RING • ENGINEERING • COMPUTER SY'>TEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRAOE PANEL (S) TOP CHORDS: 2x 4 DF #1 1-6 BOTTOM CHORDS: 2x 4 OF #2 1-6 WEBS; 2x 4 OF STUD 4, 12 1111111111111111111111111111111111111111 TRUSS SPAN 31'-.oo• LOAD DURATION INCREASE• 1.25 SPACED 24.0" 0.C. LOADING LL ( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAl<EN ON T 1• T 2= T 3• T 4= T 5• T 5,. ANSI/TPI 54 -3034 -4294 -4294 -3921 -2360 SINGLE MEMBER FORCES 4WRGO B 1• 0 W 1-7 W B• 317 B 2= 156 W 2= -81 W 9= -441 B 3• 3161 W 3• -1057 W10• 1519 B 4= 3991 W 4= 2972 W11= -828 B 5• 2484 W 5• -694 W12• 2517 B 6= 0 W 6= 1173 W13• -1008 W 7--343 2x 4 OF STANO 2, 3, 5-11 BOTTOM CHORD, AXIAL STRESS ONLY. CANT@ LEFT• 1 ·-s.o· 1133 2x 6 OF STUD 1, 13 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. ,. C-4x7 .fr ct..3~_r4, ,. ,·, ( . f Et{ 5:3 ==, ( ' .... ~-~-R-J:T Scale: JOB _g_ 12 0.25- (2) C-1.5x2.6 or equal at uprights. \ C-2.5x6 C-5x6 (S} C-3x9.4 C-3x7.7 C-2.5x6+ C-5x7. 7 (S} 29-06-00 31-00-00 .!:!J~ __ ~esiqn C-3x6 RIGHT • 1037 BEARING AREA REQUIRED (SQ. IN) JOINT 9 1.81 OF/ 2.80 HF/ 2.67 SPF JOINT 14 1.66 OF/ 2.56 HF/ 2.44 SPF MAX LL OEFL • .048" MAX TL OEFL = .083" MAX LL OEFL • -.445" MAX TL OEFL = -.780" MAX HORIZ. LL DEFL • MAX HORIZ. TL OEFL • @ B L/240 • @ B L/180 = IH1 L/240 • @11 L/180 .054" IH4 .095" @14 C-3x9.4+ .150" .200· 1.460" 1. 947• C-3x9.4 eoared from computer input bv BILLY@ CALIFORNIA WARNINGS: General Notes, unless otherwise noted: FILE NO.: H3A '""'~ DATE: 10/30/1998 DES. BY: A'v-J SEO.: 504849 1. RHd al Genenl Notn and Wam1ng:s befora constn1otlon of tNHH. 2. Build• and ..at:lon oontraotot •hould b• advftlKf of al Gentnl NotH and Warnings befor. oonstNotJon oommenON. 3. 1 x3 oompr.s•lon web bradng murt be lns1ahd whtte shown +. 4. An lateral force f'fllstlng 11..nwrtt such H t.mporary and permanent bradng, must b• deslgn.-d and provided by dnlgner of oomplet• structure. Computnn as1umff no retponelblRty for tueh bradng. 6. No toad should be appRed to any oomponwrt untl aft• aft bradng and fatten_. ara cornpl.-te, and a1 no time should any loads ~t« than dHlgn loads be appDitd to any oamponent. e. Computru• hH no control ov• and at1umN no retpon11bfflty for th• fabrication, handllng, shipment and kmaltatlon of oompontint1. 7, Thi• design 11 fumlthed subject to tM lmltatlont on trun dulgnt s.-t forth by th• Trun Plate Institute 1n·aradng Wood TrussH, ffJB .. 91 •, a oopy of '#htch wffl be fumfsh.d by Computn,s upon raquest. 1. Designtosupportloadsasshown. Design conforms to UBC-97 .......--/mVer: 1.04(1L)-B 2. ~~g8~~~~e!t t~•~o'? ~~g_ ~~!:e~ti~~;~• to be laterally braced at 3. 2x4 Impact bridging or lateral bracing required whore ohown + + 4. Installation of truss is tho responsibility of tho respective contractor. 5. Design assumen trusses are to be used in a non-corrosive environment, and are for '"dry condition· of use. 6. Design assume• full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. • M.A.N\.lfACTllRINQ • ENGINEERING. COMPUTER SYSTEMS 9. Digits indicate size of plate in inches. 10, For basic design values of tho Computrus Plato, Indicated by tho prefix 11. ~~-e~~i~-,?N~/}.1?;J~ Plato is indicated by tho prefix "CN". the designator (18) indicates 18 ga. material is used. All others~•• 20 ga, 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1-5 BOTTOM CHORDS: 2x 4 OF #2 1-5 WEBS: 2x 4 OF STAND 2-10 2x 6 OF STUD 1, 11 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 26'-6.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL ( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFll TOTAL LOAD• 40,0 PSFll ll5 PSF REDUCTION T Al<EN ON BOTTOM CHORD, AXIAL STRESS ONLY. T 1• T 2= T 3• T 4= T 5• ANSI/TPI -1392 -3155 -3155 -3228 -2046 LEFT• SINGLE MEMBER FORCES B 1• 0 W 1• -914 B 2= 1531 W 2= 1600 B 3• 3277 W 3• -758 B 4= 2152 W 4= 1682 B 5• 0 W 5• -344 W 6= -129 928 RIGHT• 4WRGO W 7• W 8=-w 9• W10= W11• 927 BEARING AREA REQUIRED (SO. IN) -315 1137 -710 2182 -898 TC LATERAL SUPPORT<= 12"0C, UON. JOINT 7 1.49 OF/ 2.29 HF/ 2.18 SPF BC LATERAL SUPPORT<• 12"0C, UON. --·"· (·' 12 0.25- C-2.5x6+ C-2.5x6 JOINT 12 1.48 OF/ 2.29 HF/ 2.18 SPF MAX LL DEFL • -.281" @10 L/240 • 1.296" MAX TL OEFL • -.493" @10 L/180 • 1.728" MAX HORIZ. LL DEFL • .043" @12 MAX HORIZ. TL OEFL = .076" @12 \ C-4x6 C-3x6 C-5x6(S) C-4x7.7 .... ~]~ {( :;~ FILE NO.: JJ3 J.)~ CATE: 10/30/1998 DES. BY: A\) SEG.: 504856 C-3x11.9 C-3x7.7 C-5x7 .7 [S) 26-06-00 WARNINGS: 1. RNd al Oanwal Not• and Warning• before oonstructlon of tnJuos. 2. Bufldw and .notion contractor thould be advised of al Gan..S Notff and Wamlngs hfor• oonstructlon oommN'IOH. 3. 1x3 oompr•tslon web bracing n,utt be blstaftftl wh•• shown +. 4. AD lnt«a1 force rn1stlng elements such H temporary and pitnnanent bracing, must be detlgned and provfditd by dHlgnw of oomplet• struotur., ComputN• HIUmff no rnpon,lbmty for sud, bradng. 5. No load should be appn.cS to any oompon.nt untQ aft• all bracing and fast1t11HS are oompl.t•. and at no tfm• 1houfd any fo•d• gruter than dnlgn loads be apptla-d to any component, 8. Computrut has no control ov,r and astumn no ,...pondbmty for the fabrtcatlon, hantfflng, shipment and lnrtaflatlon of componRnt1. 7. Tht1 design 11 fLN"nlthtd tubJ.ct to th• am1tatron1 on truu dHlgn1 Ht forth by th• Tmu Aat• Institute 1n·sradng Wood TmHH. HiB-91 "". • copy of which wm b• fumfthe-d by Computru1 upon requffl. reoared frQ~uter input by BILLY@ CALIFORNIA TRUSS CO Gener81 Note•, unless otherwise noted: 1. Design to support loads as shown. Design 2. Design assumes the top and bottom chords to be laterally braced at 2'·0 o,c, and at 12•-0• o,c, respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truos 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a no~corrosive environment, and are for ·dry condition• of use, 6. Design assumes full bearing at all supports shown. Shim or wedge If necessary. 7. Design assumes adequate drainage is p,rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see l,C.B.O. R.R. 4211. 1 1 · ;f~:g';.~~\'llf l~~fc~f.:';'~i ~1!~~!ttf!ffieuds~d. tzl gf~::_ ~9!1tot1;a. conforms to UBC-97 AnVer: 1.04 (1L) -8 M.ANUFACTVRING , ENGINEERIN3 , COMPllTER 5'r6T£MS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRACE PANEL (S) TOP CHORDS: 2X 4 OF 12 1-5 BOTTOM CHORDS: 2x 4 OF 12 1-5 WEBS: 2x 4 OF STAND 2-10 2x 6 OF STUD 1, 11 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. -·· i C-4x7.7 ( Scale: 1/4" , Qfl~ME: FLAT STD C-3x6 12 0.25- C-5x6 (SI 111111111111 lllll 111111111111111 11111111 TRUSS SPAN 26'-6.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD a 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. C-2.5x6+ C-2.5x6 ANSI/TPI SINGLE MEMBER FORCES 4WRGD T 1• -1392 B 1• 0 W 1--914 W 7• -315 T 2= -3155 B 2= 1531 W 2= 1600 W 8= 1137 T 3• -3155 B 3• 3277 W 3• -758 W 9• -710 T 4• -3228 B 4= 2152 W 4= 1682 W10• 2182 T 5• -2046 B 5• 0 W 5• -344 W11• -898 W 6= -129 LEFT• 928 RIGHT• 927 BEARING AREA REGUIREO (SG. IN) JOINT 7 1.49 OF/ 2.29 HF/ 2.18 SPF JOINT 12 1.48 OF/ 2.29 HF/ 2.18 SPF MAX LL DEFL • -.281" @10 L/240 • 1.296" MAX TL DEFL = -.493" @10 L/180 • 1.728" MAX HORIZ. LL DEFL • .043" @12 MAX HORIZ. TL OEFL ~ .076" @12 C-4x6 ~ ;;.:,,,.._ .. C-3x!1.9 . O. 5 ;, ]I C-5x7. 7 (SI 26-06-00 This_ctesign prepared from computer input bv BILLY@ CALIFORNIA TRUSS CO~ WARNINGS: General Note1, unless otherwise noted: FILE NO.: J3 -S-:?;, DATE: 10/30/,199i DES. BY: Aw SEG.: 504853 1. RNd all Oenenl Notes and Warning• b•fore construction of truHn. 2. BuUd« and ..ctlon oontraotor ahould be adY11.cl of an General Not" and Warning• before oonstructlon oommenOH. 3. 1 x3 compression web bracing must be ln1taRIHI wheR th own + • 4. An latenl fol'Cft rHlt11ng ~•ments such H t•mporary and pennan.nt bracing, mutt be dulgn.cf and provfd.d by dHlgn• of complete nruoture. Computrus auumff no rffponslbmty for such bracing. 6. No load should be applle-d to any component untR aft• an bracing and fasten.,. are, comp1et•, and at no tlm• should any loads grNttr than dulgn loads be appTied to any component. 8. Computrus has no control ovw and auumn no rHpOnslbAlty for the fabrication, handling, shipment and lnstallatlon of component,. 7, Thi• dMlgn I• fumlthMI IIUbJect to th• Amttatlon, on truu d .. lgn, ttrt forth by th• Trutt Plate lntthut• 1n•eradna Wood TruuH, Hra,91•, a copy of which wm b• fumtthed by Complrtrut upon requHt. 1. Design to support foods as shown. Design 2. Desl9n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and •t 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for .. dry condition• of use. 6, Design assumes run bearing at all supports shown. Shim or wedge if necessary .. 7. Design assumes adequate drainage is ~rovided. 8, Plates shall bo located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits Indicate size of plate in inches. 10. For basic design values of tho Computrus Plate, indicated by the prefix "C", see I.C.8.0. R.R. 4211. 11. The Computrus Not Section Plate is indicated by the prefix "CN", the designator I 18) iridicates 18 ga. material is used, All others are 20 ga. conforms to UBC-97 AnVer: 1.04(1L)-B CamEuTrus Inc. MANLIFACTtlRINQ , ENGINEERING , COMPVJER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1-9 BOTTOM CHORDS: 2x 4 OF #2 1-8 WEBS: 2x 4 OF STUD 10 2x 4 OF STAND 2-9, 12-17 2x 6 OF STUD 1. 11, 18 TC LATERAL SUPPORT <• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. 111111111111 lllll 11111111111111111111111 TRUSS SPAN 53'-.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. ANSI/TPI LOADING LL( 20.0)+DL[ 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD• 10,0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. T 1• T 2= T 3• T 4= T 5• T 6• T 7• T 8• T 9= -21B4 -2796 -1985 14 14 3144 125 -1129 0 LEFT= INT. • SINGLE MEMBER FORCES 4WRGO B 1• 0 W 1--796 W10• B 2= 2280 W 2= 2257 W11• B 3• 2811 W 3• -522 W12• B 4= 1935 W 4= 536 W13= B 5• -2820 W 5• -87 W14• B 6• -671 W 6• -862 W15• B 7• 868 W 7• 312 W16• BB• 1149 W B• -2043 W17• W 9= -340 W1B= 824 RIGHT= 559 2327 @ 29'-3.3" BEARING AREA REQUIRED [SO. IN) 2984 -1469 -2606 757 -1089 286 -26 -1205 -178 JOINT 11 1.32 OF / 2.04 HF/ 1.94 SPF ('\J l -'-·· 12 0.25- C !· · ~ ,r C-5.5x7. 7 (S) C-4x9. 4 C-3x6 m:-=:: i ~ 29-00-08 C-3x7.7 11 C-3x14.5 9 4;~ C-3x · I 29-03-04 23-11-08 C-5.5x7. 7 (S) 23-08-12 12 -0.25 C-3x6 JOINT 19 .89 OF / 1.38 HF / 1.31 SPF JOINT 16 3.72 OF/ 5.75 HF/ 5.47 SPF MAX LL DEFL = -.295" @13 L/240 MAX TL OEFL • -.517" @13 L/180 • MAX LL OEFL • -.084" @18 L/240 • MAX TL OEFL = -.146" @18 L/180 MAX HORIZ. LL OEFL • .039" @15 MAX HORIZ. TL OEFL = .069" @15 C-2~Sx.7 ~7 · c:, 1 ~ 1.460" 1.947" 1.160" 1.547" r Scale: 1/B" 53-00-00 PROVIDE FULL BEARING. J~OB NAME: FLAT STD FILE NO.: K3 "'~ DATE: 10/30/1998 DES, BY: ~w SEO.: 504857 WARNINGS: 1. R .. d •• o.nerat Not" and WamJng1 befo,e, oonatructlon of tnn1e-1, 2. Bulld• ind erection oontraotor 1hould be advised of an Oen.-.1 Not" and Warning, before construction oommanon. 3, 1x3 oomprnslon weib braolng must b• In.tatted wh.,• shown +. ,. All lattnl fore. rfflstlng alement• such at t•mporary and pwmanitnt bradng. mun be dH1gned and provided by dnlgnw of oomplet• structure. Computru, auumn no respon,lbfflW for such bradng, 6, No load 1houtit be appUed to any component untll •ft• an bradng and fast.n.,. are complete, and at no tlm• thoutd any loads QrHt« than design toads ba appUed to any component, 8, ComputNs has no control over and aHumes no f'ffponslbmty for th• fabrication, handtlng, shipment and Inst.nation of components. 7, This design Is fumfthfKf subject to th• llmttltlons on trvs1 design, Ht forth by th• Truss Pl11• lnnltut• ln·Bradng Wood TNttH, H1B-e1 ·, a copy of which wUI b• fumlsh.d by Computrus upon nquff't. Il:!.is~~reoared from compute input by BILLY@ CALIFORNIA TRUSS CO. Gener!II Notes, unless otherwise noted: 1. Desjgn to aupport loads as shown. Oes ign conforms to UBC-97 An Ver: 1. 04 ( 1Ll -8 2. ~~~ij~~~:!J"!t t~~·!'lf-~~-~~!~oe~ti~~f;~s to be laterally braced at 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is l)rovided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate siie of plate in inches. 1 O. For basic design values of the Computrus Plate, Indicated by the prefix •c•, see I.C.8.0. R.R. 4211. 11. The Computrus riot Section Plate Is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. Cam~uTrus Inc. MANVFACJVRING , ENGINEERING. COMPL•TER SYSTEMS • 111111111111111 111111111111 lllll 11111111111111111111111 LUMBER SPECIFICATIONS TRUSS SPAN 53'-.oo· ANSI/TPI SINGLE MEMBER FORCES 4WRGD LOAD DURATION INCREASE• 1.25 T 1• -2184 B 1• 0 W 1--796 W10• 2984 SIZE SPECIE GRADE PANEL (S) SPACED 24.0" o.c. T 2= -e796 B 2= 2280 W 2= 2257 W11= -1:0,69 TOP CHOROS: T 3• -19B5 B 3• 2811 W 3• -522 W12• -2606 2x 4 OF #2 1-9 LOADING T 4= 14 B 4= 1935 W 4= 536 W13" 757 BOTTOM CHORDS: LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF T 5• 14 B 5• -2820 W 5• -87 W14• -1089 2x 4 OF #2 1-8 DL ON BOTTOM CHORD= 10.0 PSFll T 6= 3144 B 6= -671 W 6= -862 W15• 286 WEBS: TOTAL LOAD• 40.0 PSFII T 7• 125 8 7• 868 W 7• 312 W16• -26 2x 4 OF STUD 10 !15 PSF REDUCTION TAKEN ON T 8• -1129 a 0-1149 W 8• -2043 W17• -1205 2x 4 OF STAND 2-9, 12-17 BOTTOM CHORD, AXIAL STRESS ONLY. T 9• 0 W 9= -340 W18= -178 2x 6 OF STUD 1, 11, 18 LEFT= 824 RIGHT• 559 TC LATERAL SUPPORT<• 12"0C, UON. INT. • 2327 @ 29'-3.3' BC LATERAL SUPPORT<• 12"0C, UON. BEARING AREA REQUIRED (SO. IN) JOINT 11 1.32 OF/ 2.04 HF/ JOINT 19 .89 OF/ 1,38 HF/ JOINT 16 3.72 OF/ 5.75 HF/ 1.94 SPF 1.31 SPF 5.47 SPF .. 12 0.25- 29-00-08 23-11-08 C-5.5x7.7(S) 12 -0.25 MAX LL DEFL = -.295" @13 L/240 MAX TL DEFL • -.517" @13 L/180 • MAX LL DEFL • -.084" @18 L/240 • MAX TL DEFL = -.146" @18 L/180 = MAX HDRIZ. LL DEFL • .039" @15 MAX HDRIZ. TL DEFL = .069" @15 ,:-\, ,.:. C-5.5x7.7(S) C-3xl 7 C-5./f ·7 o.2511 . C-3x6 ru C-4x9.4 C-3x6 " . C-2.5x4.3 R C-3x9.4 J.r., C-2.5x7.7+ J ·1 'ia == c::;5. c-3~.s T :; =:6 == ,q- i - C-3x7.7 C-5.5x7.7(S) C-3x9.4 C-5.5x7.7(S) ~ ~ ~ 'i: 29-03-04 r 23-00-12 1, r 53-00-00 PROVIDE FULL BEARING. , 1. 460" 1. 947• 1.160" 1.547" STO. is design prepared LY@ CALIFORNIA TRUSS CO FILE NO.: K3A K-s-A DATE: 10/30/1998 DES. BY: /J'W SEO.: 504858 WARNINOS: 1. Rud an General Not" and Warning• before oonstnac:tlon of tNH"· 2. BuUdtr and .-.ct.Ion oontraotor should b• advbed of •• Genwal NotH and Wamlngs bafore oonstructlon oomm-,on. 3. 1 x3 oomprestlon web bradng must b• lnstatttd whw• shown +. 4. AH latent fore. rHlrtlng .a•ments such as temporary and pwmanfflt br.elng, mutt b• dHlgn.cf and provfdad by dHlgner of oompl.ie structure. Computru1 auumff no '"pon1Jbmty for such bradng. 6. No load 1hould b• appDed to any oomponaint un1U afttt an bracing and fastenen are oomphrte, .nd at no tfm• 1hould any load, grnt• than dulgn load1 be app11ed to any oomponent. 6. Computru1 hat no control over and 1numn no fffpon1Tbmty for th• fabrtca1lon, handttng, shipment and lnl'tal.tlon of oomponent,. 7. Thi• dulgn I• flml•hed tubJect to th• nm1tatlon1 on trust dnlgns nt forth by th• TNH Plate lnsthute 1n·aradng Wood TNHH, Hm-01·, a copy of which wnl be fuml1h9'd by ComputN• upon nqunt. General Not••, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desl9n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o,c, respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used In a no,i.corrosive environment, and are for ·dry condition• of use. 8. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided, 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9, Digits indicate size of plate in inches, 1 O. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O, R.R. 4211. 11 • J~!~~'rlr'l\'¥i ,~f c~f,;;i~i ~:~~!t~!ff~ei.:x. ~ ~{~~ "a9:to1~~- conforms to UBC-97 AnVer: 1.04 (ill -8 Carn[;!uTrus Inc. MA.NllfACTURINQ, ENGINEERING. COMPl•TE~ SYSYEMS • 111111111111111 111111111111 111111111111111 IIIII IIII IIII LUMBER SPECIFICATIONS TRUSS SPAN 47'-.oo· ANSI/TPI SINGLE MEMBER FORCES 4WRGO LOAD DURATION INCREASE• 1.25 T 1• -1057 B 1• 0 W 1--749 W10• 2575 SIZE SPECIE GRADE PANEL (SJ SPACED 24.0" o.c. T 2= -2256 B 2= 1168 W 2= 1234 W11z -1299 TOP CHORDS: T 3• -1965 B 3• 229B W 3• -605 W12• -2182 2X 4 OF #2 1-9 LOADING T 4= -431 B 4,. 1939 W 4• 1128 W13a 547 BOTTOM CHORDS: LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF T 5• -431 B 5• -1991 W 5• -248 W14• -734 2x 4 OF #2 1-8 DL ON BOTTOM CHORD= 10.0 PSFII T 6= 2278 B 6= -207 W 6= -348 W15= -104 WEBS: TOTAL LOAD N 40.0 PSFII T 7• -187 B 7• B56 W 7• 162 W16• 196 2x 4 OF STUD 10 115 PSF REDUCTION TAKEN ON TB• -762 B 8• 612 W B• -1581 W17• -735 2x 4 OF STANO 2-9, 12-17 BOTTOM CHORD, AXIAL STRESS ONLY. T 9= 0 W 9= -340 W18= -BB 2x 6 OF STUD 1, 11, 18 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. [ C-4xY.I. -il · 1 ·· C-3x6+ 12 0.25- 26-00-08 C-3x6 C-2.5x4.3+ LEFT= 762 RIGHT= 501 INT.• 2027 @ 26'-3.3' BEARING AREA REQUIRED (SO. IN) JOINT 11 1.22 OF/ 1.88 HF/ JOINT 19 .BO OF/ 1.24 HF/ JOINT 16 3.24 OF/ 5.00 HF/ 1. 79 SPF 1.18 SPF 4.77 SPF MAX LL DEFL = -.192" MAX TL DEFL • -.337" MAX LL DEFL • -.045" MAX TL DEFL = -.078" MAX HORIZ. LL DEFL • MAX HORIZ. TL DEFL = 20-11-08 @14 L/240 @14 L/180 • @17 L/240 • @17 L/iBO .030" @15 .052" @15 12 -0.25 C-3x7.7 1. 310" 1.747" 1.010· 1.347" 1 C-3x6+ C-3x14.5 C-3x6+ ,k Scale: 3/16'. JOB NAME: FLAT STD FILE NO.: L3 L3, DATE: 10/30/1998 DES. BY: ~0 SEO.: 504860 C-5x6 [S) 26-03-04 WARNINGS: 1. RHd •A Gwunl Notes and Wamtng• before construction of tNtHt, 2. Bullder and erectlon contractor should b• advised of all Genwal Notff and Wamlngt before construction oommenoet. 3, 1 x3 compreulon wilh bracing must be lnrta?l'e<I wh .. shown + • 4. AA latffllll fore. rulstlng el•mentl such •• t.mporary and pannan..-.t bradng, must be dHlgned and provfded by dHlgnw of oompl.t• structur.. Computru, Hsumff no ruponstbmty for tuoh bracing. 6. No load thould be appfled to any oompon.nt untl •ft• aft bradng and fart:«1en are oompll't•, and at no time ahould any load, grut• than dnlgn load, b• appllffl to any componfflt. 8. Computru• has no control ovw and 111umes no respon1tbmty for th• fabrlca11on. handUng. shlpmtnt and Jnrtatfa1Jon of oomponents. 7. This dnJgn t, furnished subJect to th• Imitations on truss design• Ht forth by the Truss Plate hutltut• 1n•Braclng Wood Trusaes, HIB-91 ·, • copy of which wm be fuml1h.d by Computrus upon ,-qunt. C-5x6 (S) I, 20-08-12 7 47-00-00 PROVIDE FULL BEARING. This gesiqn epared from computer input by BILLY@ CALIFORNIA TRUSS CO. General Note,, unless otherwise noted: 1. Designtosupportloadsasshown. Design conforms to UBC-97 AnVer: 1.04 (1L)-B 2. ~~g9'6:;,~~~e;1 t~~·!'l/? ~~g. ~~!t':.'~'ti~~?:~• to be laterally braced at 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non·corrosive environment, and are for •dry condition* of use. 6. Design assumes lull bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate siie of plate in inches. 10, For basic design values of tho Computrus Plato, indicated by the prefix "C", soo I.C.B.O. R.R. 4211. 11 · ~~g';,':.Wr\'llf i~jfc:f;;i~i ~1:~~!ttf!fT;tds~X. ~ g{~r. -.~:tot~~- MANUFACTllRINQ. ENGINEERING , COMPllTER S'rSTEMS 111111111111111 111111111111 111111111111111 IIIII IIII IIII LUMBER SPECIFICATIONS TRUSS SPAN 47'-.oo· ANSI/TPI 2 MEMBER FORCES 4WRGD SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1-9 BOTTOM CHORDS: 2x B OF #2 1-8 WEBS: 2X 4 OF STAND 2-10, 12-17 2x 6 OF STUD 1, 11, 1B LOAD DURATION INCREASE• 1.25 + SPACED 24,0" O.C, LOADING LL( 20.0)+DL( 10.0) DL ON ON TOP CHORD• BOTTOM CHORD• TOTAL LOAD• 30.0 PSF 5.0 PSF 35.0 PSF ~Loa~s as given. BC CONC LL+OL• 1215.0 LBS@ 11' 9.0' T 1• -21BO T 2• -5588 T 3• -5052 T 4= -932 T 5• -932 T 6= 4162 T 7• 946 TB• -366 T 9• 0 B 1• 0 W 1--1310 W10• 4B64 8 2• 2416 W 2• 2476 W11• -2016 B 3• 5622 W 3• -1158 W12• -275B B 4= 4B96 W 4= 3270 W132 772 B 5• -3682 W 5• -186 W14• -1142 B 6• -1526 W 5 .. -592 W15• 276 B 7• 110 W 7• 890 W16• -26 BB• 38B W B• -4124 W17• -464 W 9= -340 W18= -88 TC LATERAL SUPPORT<• 12"0C, UON. ( 2 l complete trusses required. WJoin together with 16d Box nails staggered at 12· oc throughout top chords, LEFT INT.• 1324 2836, @ RIGHT 26'-3.3" 346 BC LATERAL SUPPORT<• 12"0C, UON. C-5x6 .. _ ..... ~,...·· -/-·,)'/ e.::.:S'~5x7. 7 CD l i ,k FILE NO.: M3 '«l~ DATE: 10/30/:998/ DES, BY: fiY'J SEO.: 504862 12' oc throughout bottom chords, BEARING AREA REQUIRED (SQ. IN) 12' oc throughout webs. JOINT 11 2.12 OF/ 3.27 HF/ JOINT 19 .55 OF/ ,85 HF/ JOINT 16 4.54 OF/ 7.00 HF/ 3.12 SPF .81 SPF 6.67 SPF 12 0.25- C-5.5x7.7+ 26-00-08 C-5x6 C-2.5x6 C-5.5x7.7 7,J.' CN18-9x13.6+ C-7x11.9 f 2:°'f 5//-' @<·· 111·1 -·911 C-7x7. 7 /1 26-03-04 20-11-08 C-5x6 CN18-9x13.6+ 4,'t(TYP) 12 -0.25 C-5x11.9+ 20-08-12 ...,._,.,.~.,.,... - MAX LL DEFL = -.096" MAX TL DEFL • -,368" MAX LL DEFL • -.024" MAX TL DEFL = -.017" MAX HORIZ, LL OEFL • MAX HORIZ. TL DEFL • .C"':5x_~--C-3x7. 7 ... •' C'\J '~1§] ..... I, 7 @14 L/240 = @14 L/180 • @17 L/240 • @18 L/180 = .011" @19 .039" !?15 1. 310" 1, 747• 1.010· 1.347' 47-00-00 PROVIDE FULL BEARING. WARNINGS: 1. RRd al General Not" and Warning• before oonttructk,n of tNHff. 2, BuRdw and eNKrtlon oontnctor thould be advl1ed of alt Otntral Notn and Wam!nat before oonstn,ctJon oommenon. 3. 1x3 compr"1lon wab bracing mu..C be lnttaUitd wh•• shown +. ,4., All lateral forO* ,-.!sting ef•m•nb tud'i H tH'lporary and p•manent bradng, mun b• dHlgne-d and provld.ct by dnlgnw of complete stNctute. Computrus Hsumn no responslbmty for such bradng. 6. No load should be appQed to any componant untft after an bradng and fastfflHS are compl.t•, and at no time should any loads grut• than design loads be appUed to any component, 6. Computrus has no control ovw and atsumn no ruponslblllty for the fabrication, handling, shipment and lnstaRatlon of components. 7. This dnlgn I• fumlshtd subject to th• limitations on truss design• s.t forth by th• Trun Plat• lnttttut• 1n•eradng Wood Trvnn, Hm-01•, a oopy of which wm b• fumlshR by Computnn upon request. from computer OenereJ Notu, unleos otherwise noted: 1. Design to support loads as shown. Design 2, Dosi9n assumes th<! toi:1 and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o,c, respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss ts the responsibility of the respective contractor. S. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition· of use. 6. Design assumes full bearing at all supports shown, Shim or wedge if necessary. 7. Design assumes adequate drainage is P.rovided. 8. Plates shall be located on both faces of truss, and pf aced so their center lines coincide with joint center lines, 9. Digits indicate size of plate in inches. 10, For basic design values of the Computrus Plate, indicated by the prefix 11. ~~;, gg;;,~i~·.0 N~i'§.~~J~ Plate Is indicated by the prefix "CN", the designator (18) indicates 18 ga, material is used, All others are 20 ga, conforms to UBC-97 AnVer: 1.04 (1L) -B CameuTrus Inc. MANl,.IFAC:lllRING, ENGINEERING COMPlll[A SVST[M', 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STAND 2-5 2X 6 OF STUD 1 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. , c.__ 12 0.25- 111111111111 111111111111111 1111111111111 TRUSS SPAN 11 '-9,00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON . BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER FORCES 0 B 1• 726 W 1• 0 8 2= 726 W 2~ 413 W 3• W 4= W 5• RIGHT• 4WRGO -176 -760 96 -759 -176 410 BEARING AREA REOUIREO (SO. IN) JOINT JOINT 4 .66 OF/ 1.02 HF/ .97 SPF 6 .66 OF/ 1.01 HF/ .96 SPF MAX LL OEFL • -.030" MAX TL DEFL • -.053" MAX HDRIZ. LL DEFL = MAX HORIZ. TL DEFL • @ 5 L/240 • @ 5 L/1BO • .008" E! 6 .015"@ 6 .558' .744' iI (c-j2·.s;;.i ~ 7 1°11~ g;.Q c..:::.:::::::: I JI I , =--9 N C-2.5x7.7 C-1.5x2.6 Scale: 3/8" , JOB NAME: FLAT STD FILE NO.: N3 N3 DATE: 10/30/1998 OES. BY: w SEO.: 504864 C-1.5x2.6 11-09-00 WARNINGS: 1. Rnd al General Not" and WamJng• before oont1Notlon of tNHff. 2. BuDdw and «.atlon contractor should be advised of al Oenwal NotH and Warnings before oon11ructlon oommenON. 3. 1 x3 oomprffslon wab bradng must be lm1allttd wh.,. shown + • 4. Aft lateral force rnlsttng tfemM\1:1 tuch u temporary and permanent bradng, mutt be dulgned and provided by dnlgnw of oomple1:• structur.. Computru1 attumff no rnponsR>Alty fo, such bradng. 6. No load 1hould b• appned to any component untH aft• an bracing and futen.,. are oompllf1e, and at no tlm• 1hould any load• grHter than dnlgn 1oad1 be apptled to any oomponent. 6. ComputN1 has no oontrol ovw and assumes no rHponsfbmty for th• fabrication, handlk\g, shipment and lnsta!latlon of component,. 7. Thi• design 11 fumlthed subject to the lmhatlons on tNH dnlgns Ht forth by th• Truu Plat• lnstttut• 1n·Bradng Wood Trusses, HSB-91 •, • copy of which wm be bnhhed by Computrus upon n,quut. Th design prepared from computer input by BILLY@ CALIFORNIA TRUSS CO. Oeneral Notea, unless otherwise noted: 1. Cosign to support loads as shown. Des j gn 2. Oesi9n assumes tho 1011 and bottom chords to bo laterally braced at 2'-0 o.c. and at 12•-o• o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required whore shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of tho Computrus Plato, indicated by tho prefix 11. ~~· Jg~~i~·s0i-i~/}.!riJ~ Plato Is indicated by tho prefix ·cw, the designator (18) indicates 18 ga. material is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.04 (1Ll -8 MANL•FACTl1RINO • ENGINEERING • COMPllfER SYSTEMS 111111111111111 LUMBER SPEC IF I CA TI ONS SIZE SPECIE GRAOE PANEL (S) TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1 WEBS: 2X 4 DF STAND 1-3 2x 6 OF STUD 4 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. C> C> I ru C> I ru 1/2" C-1.5x2.6 filD. 12 0,25- C-2.5x4.3 1111111111111111111111111111111111111111 TRUSS SPAN B'-2.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD" 40.0 PSFM 115 PSF REDUCTION T Al<EN ON BOTTOM CHORO, AXIAL STRESS ONLY. C-2.5x7.7i ,(j 4 C-2.5x4.3 ~ I r,; 0 I n.J ~-02-00 This cl ANSI/TPI T 1• T 2= LEFT= SINGLE MEMBER FORCES 0 B 1• 226 W 1• 0 W 2= W 3• W 4" 285 RIGHT 4WRGD -123 -257 -258 -123 287 BEARING AREA REQUIRED (SO. IN) JOINT JOINT 4 .46 OF/ .70 HF/ .67 SPF 5 .46 OF/ .71 HF/ .68 SPF MAX LL DEFL = .ooo· MAX TL OEFL -.ooo· MAX HORIZ. LL DEFL • MAX HDRIZ. TL OEFL • ut by BILLY@ CA @ 0 L/240 • @ 0 L/180 • .002"@ 5 .003"@ 5 co .379" .506" WARNINGS: General Notes, unless otherwise noted: FILE NO.: P3 R~ DATE: 10/30/199/ DES. BY: fo,W SEQ.: 504867 1. R .. d al Gen..a Notes and WM'llng• before oont'tructlon of tntHN. 2. Builder and wectlon oontractor •houtd b• advlted of al Oen.a! NotH and Warnings befo,. constNCtlon oommences. 3. 1X3 oomprHtlon w<lb bracing must be llnstahd wh..,. shown +. 4. Al lateral force rnlstlng elemmts sud\ as temporary and permanent bradng1 must be d"lgned and provldad by des1gnw of oompl.t• stNctur•. Computrus anumn no nsponsft>Rfty for such bracing. 6. No load should b• appRad to any component untl afHt al bracing and fHtffl.,.. are oomplet•. and at no time should any loads great• than dfflgn loadt be appU.d to any component. e. ComputN• hH no control over and asrumH no rnpon•lbmty for the fabrication, hand'llnQ, shipment and lnstalatlon of oomponfflts. 7. Thi• dnlgn Is fumlth.cl subject to th• Amttatlons on tnns dnlgn• Ht forth by the Truu Plat• lnttltut• ln·Bradng Wood TNttn, Hts-e1·, • oopy of which wm be fumJ1h4KI by ComputNt upon r-quut. 1. Design to BUpport loads as ahown. Design 2. Desi~n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and a1 12'·0· o.c. reapectively. 3. 2X4 Impact bridging or lateral bracing required where shown + + 4, Installation of truss 1s the responsibihty of the respective contractor. 5, Design assumes ttusses are to be used in a non--corrosive environment, and are for "dry condition" of use. 6, Design assumes full bearing at all supports ahown. Shim or wedge If necessary. 7. Design assumes adequate drainage Is provided. 8, Pf ates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits Indicate size of plate in inches. 10. For basic design values of the Computrus Plate, Indicated by the prefix "C", see I.C.B.O. R.R. 4211. 11 · j~g';.~'rtr'l\'Mf i~afc~r.".!'~i ~:~~:1::;f~fr:t".~J. ~n gf~~ :~:;·ot~- conforms to UBC-97 AnVer: 1.D4 (1Ll -B MANLIFACTllAINQ , ENGINEERING , COMPlI1'ER SYS1fMS 111111111111111 111111111111111111111111111 IIIII IIII IIII LUMBER SPECIFICATIONS TRUSS SPAN 25'-6.00" ANSI/TPI SINGLE MEMBER FORCES 4WRGD LOAD DURATION INCREASE• 1.25 T 1• 54 8 1• 0 W 1• 8 W 7• -343 SIZE SPECIE GRADE PANEL (5) SPACED 24.0" o.c. T 2= -2319 8 2• 117 W 2= -81 W 8• 856 TOP CHORDS: T 3• -2954 8 3• 2414 W 3• -864 W 9• -609 2x 4 OF #2 1-5 LOADING T 4= -2954 8 4= 2137 W 4= 2274 W10• 2145 BOTTOM CHORDS: LL( 20.0)+0L( 10.0) ON TOP CHORD • 30.0 PSF T 5• -2040 8 5• 0 W 5• -517 W11• -811 2X 4 OF #2 1-5 OL ON BOTTOM CHORD~ 10.0 PSFII W 6"' 559 WEBS: TOTAL LOAD • 40.0 PSFII 2x 4 OF STANO 2-11 115 PSF REDUCTION TAl<EN ON CANT !l 1'-6.0" 2x 6 OF STUD 1 BOTTOM CHORD, AXIAL STRESS ONLY. LEFT= 944 RIGHT= 841 TC LATERAL SUPPORT.<= 12"0C, UON. BEARING AREA REQUIRED (SQ. IN) BC LATERAL SUPPORT <• 12"0C, UON. JOINT 8 1.51 OF/ 2.33 HF/ 2.22 SPF JOINT 12 1.35 OF/ 2.08 HF/ 1.98 SPF 12 0.25- (2) C-1.5x2.6 or equal at.:·up;_ights. C-2.5x4.3 MAX LL OEFL = .028" ' MAX TL OEFL • .048" MAX LL OEFL • -.249" MAX TL DEFL • -.435" MAX HORIZ. LL DEFL • MAX HORIZ. TL DEFL • C-3x7.7 { C-3x~-~-=, -2.5x4.3+ C-3x6+ C-3x7.7 C-2.5x7.7 C-5x9.4 (S) caft~1 p-06-o'O 24-00-00 '1, 25-06-00 ' I, I, I, Scale: 1/ 4 • , !l 7 L/240 !l 7 L/180 • !l10 L/240 • @10 L/180 • .027" @12 .048" @12 .150" .200· 1.185" 1. 581" NAME: FLAT 5IJ1 from computer input by BILLY@ CALIFORNIA TRUSS CO. FILE NO.: Q3A 8-34 DATE: 10/30~ 19\8 DES. BY: ~\J SEQ.: 504870 WARNINGS: 1. Rud•• Q-,erat Not" and WamJngs before oonttn1ctlon oftn111es. 2. BuDder and er.ctlon oontractor should be advised of aJI Gtneral Notes and Warnings before construction oommwion. 3, 1x3 compression web bracing mutt b• lnstalted whw• shown +. 4, AQ latenl foroe retlstlng elamtnt• auch ., temponiry and ptt'11\lnfflt bradng, must b• dnlgn-cl and provided by deslgnw of oompll't• 11Ncture, Computrus auumn no nspon,R>mty for wch bradng. 6. No load should be appQtd to any component \N'rtU aftw an bracing and fasteners are oomp1fte, and at no tJm• thould any foadt QtNtef thin dHlgn loads be apph.d to any oomponfflt. 6. Computrus hH no control ovw and astum" no r"pontfbmty for th• fabrfcatlon, handftng, thJpment and lmtalatlon of componwib. 7. Thi• dnlgn 11 fumllh.d 1ubJ.ct to th• Imitations on tNH dnlgnt •ft forth by the Truu Pf•t• Institute 1n·Bndng Wood TNltff, HtB,91•, • oopy of which wm be fumlsha-d by Computnts upon requt>St. Genernl Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desien assumes the to1> and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2X4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responslbihtY of the respective contractor. 5. Design assumes trusses are to be used in a non.corrosive environment, and are for •dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is 1>rovlded. B. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in Inches. 1 O. For basic design values of the Computrus Plate, Indicated by the prefix •c•, see I.C.B.O. R.R. 4211. 1 1. The Com~trus Net Section Plate Is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All oth<!rs are 20 ga. conforms to UBC-97 AnVer: 1.04 {ill -8 M.ANUfACTllRING. ENGINEERING , COMPlltER SYSJEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 DF #2 1-5 BOTTOM CHORDS: 2x 4 OF #2 1-5 WEBS: 2x 4 OF STAND 2-11 2x 6 OF STUD 1 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C. UON. ---!-- ~ 12 0.25- 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 25'-6.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF OL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD • 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI SINGLE MEMBER FORCES 4WRGD T 1• 54 B 1• 0 W 1• 8 W 7• -343 T 2= -2319 B 2= 117 W 2= -81 W B= 856 T 3• -2954 B 3• 2414 W 3• -864 W 9• -609 T 4• -2954 B 4• 2137 W 4• 2274 W10• 2145 T 5• -2040 B 5• 0 W 5• -517 W11• -811 W 6= 559 CANT@ 1·-6.o· LEFT= 944 RIGHT= 841 BEARING AREA REQUIRED (SO. IN) JOINT 8 1.51 OF / 2.33 HF/ 2.22 SPF JOINT 12 1.35 OF / 2.08 HF/ 1.98 SPF MAX LL DEFL = .028"@ 7 L/240 = .150· MAX TL OEFL • .048"@ 7 L/180 • .200· MAX LL DEFL = -.249" @10 L/240 • 1.185" MAX TL DEFL • -.435" @10 L/180 • 1.581" MAX HORIZ. LL DEFL • .027" @12 MAX HORIZ. TL DEFL • .048" @12 i~rj ·~ . ' I, __k ¢ap.t:~O . , OB FILE NO.: 03 G._3 DATE: 10/30~199' DES. BY: '/J'-Aj SEO.: 504869 -2.5x4.3+ C-3x6+ C-3x7.7 C-2.5X7.7 24-00-00 25-06-00 WARNINGS: 1. RNd al Gen.-at Not .. and W~a• before oonstructlon of 'tntltH. 2. Bufldw and •action contractor should be advised of all G..-.eraJ Notes and Warnings b•for• oonstructlon oommenOff. 3. 1 x3 oompretslon web bradng mutt b• lmta .. d wh .... shown + • 4, Al lat~1 fo~ rnlrtlng elements such at temporary and pwmanMt bradng, mutt be designed and pro\<fded by design• of oompl.t• structure. Computrus HSUmes no respontlbmty for such bradng, 6, No load thoutd be appR.cl to .ny oompon-.t untN aft• an bracing and fatten.,. are oompla1e, and at no time thould any loadt O,Ht.,. than dulgn load• b• applied to any component. 8. Computru, h•• no oontrol ove, and ••sum" no J'flponstblllty for th• fabrfcatlon, handffng, shJpmwit and lnrtalfatlon of oompon-«its. 7. Thi• dfflgo I• fuml1h~ tub}.at to th• Rrnlt1tlon1 on truu dnlgn1 Ht forth by th• Truss Plate lnttttut• tn·Braolng Wood TNttff, Hl8•91•, a copy of which wRS be furnished by Computnn upon rtoquHt. C-5x9.4 (S) J, J, om computer input by BILLY@ CALIFORNIA TRUSS CQ General Notes, un1ess otherwise noted: 1. Design to support loads as shown. Design 2. Desi9n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0· o,c. respectively, 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss rs the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for ·dry condition"' of use, 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary, 7. Design assume• adequate drainage Is ~rovided. B. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•. see I.C.8.0. R.R. 4211. 11, The Computrus Net Section Plate Is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.04 (1Ll -B Cam~uTrus Inc. MANl.,IFACTllRING , ENGINEERING. COMPLtTER SYSTEMS 111111111111111 111111111111 111111111111111 IIIII IIII IIII I LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 DF #2 1-5 BOTTOM CHORDS: 2x 4 OF #2 1-5 WEBS: 2x 4 OF STAND 2-11 2x 6 DF STUD 1 TRUSS SPAN 25'-6.00" LOAD DURATION INCREASE• 1.25 SPACED 24,0" O.C. LOADING LL ( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD~ 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. T 1• T 2• T 3• T 4= T 5• ANSI/TPI SINGLE MEMBER FORCES 4WRGD 54 B 1• 0 W 1-8 W 7• -343 -2319 B 2= 117 W 2= -81 W 8• 856 -2954 8 3• 2414 W 3• -864 W 9• -609 -2954 8 4= 2137 W 4= 2274 W10= 2145 -2040 B 5• 0 W 5• -517 W11• -811 W 6• 559 CANT@ 1'-6.0" LEFT= 944 RIGHT= 841 BEARING AREA REQUIRED (SG. IN) TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. JOINT 8 1.51 OF/ 2.33 HF/ 2.22 SPF JOINT 12 1.35 OF/ 2.08 HF/ 1.98 SPF ·' I '! 1 \ .. ........__::... ... ~ 12 0.25- (2) C-l.5x2.6 or equal'ac/uprights. I MAX LL DEFL = .028" MAX TL DEFL • .048" MAX LL DEFL = -.249" MAX TL DEFL • -.435" MAX HORIZ. LL DEFL s MAX HORIZ. TL DEFL • @ 7 L/240 @ 7 L/180 • @10 L/240 = @10 L/180 • .027" @12 .048" @12 .150" .200· 1.185" 1.581" ·. <.. , ) l C (-0;.7 4.3 C-3x7.7 ) -2.5x4.3+ c-3x7.7 c-~ C-3x6+ · 1, __ l, S~t; t jl-06-0'o ED FILE NO.: GG3 G/x~ DATE: 10/30/1998 DES . BY: /;J \J SEG.: 504872 WARNINGS: 24-00-00 25-06-00 1. RNd al Genwat Notes and Wamlngs before oonrtNctlon of trunu, 2. Buftdw and wectlon oon1raotor should be advised of aA General Notes and WamJng1 befor• oonstrucrtlon oomm•u,et, 3. 1 x3 oompr"1lon web bracing mutt b• Installed wh.,• shown + • 4. All lateral force rnlrtlng alament1 such •• temporary and pwmanent bracing, must b• dastgned and provld.d by dnlgnw of oompJ.t• structure. Computru1 assumH no ruponslbDJty for such bradng, 6. No lo•d should b• appRctd to any oompon1nt witl •fttr al bracing and f•stM"J.,.. •r• complet•. and at no tlm• should any loads g,Mtw than dfflgn loads b• appR.d to any compon.nt. 6, Computrus hH no control over and assumes no ,..ponslbmty for th• fabrication, handllng, shlpmfflt and Inst.nation of components. 7. This dHlgn 1, hanlsh.d subJect to th• Imitations on truu dfflgns Ht forth by th• Trun Plate Institute ln"Braclng Wood TNHn, HJB,91•, a copy of which wlff be fuml•hctd by Computnn upon raquffl. C-5x9.4 (S) J, J, his~design prepared from computer input by BILLY@ CALIFORNIA TRUSS CO. General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desli,n assumes the to11 and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o,c. respectively. 3, 2X4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5.. Design assumes trusses are to be used in a non-,corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes .edequate drain.ege is provided. 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by tho prefix •c•, see I.C.B.O. R.R. 4211. 11, The Computrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicates 18 ga, material ls used, All others are 20 ga. conforms to UBC-97 AnVer: 1.04 (1L)-B MANllFACT\.'RING, ENGINEERING. COMPVTER 6Y61'£M6 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRAOE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STAND 1-4 2x 6 OF STUD 5 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UDN. C, C) I ru C) cli 1/2" I· C-1.5x2.6 AT STD 12 0.25- 111111111111 lllll 111111111111111 11111111 TRUSS SPAN. 10'-6.00' LOAD DURATION INCREASE• 1.25 SPACED 24,0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. C-2.5x7.7 C-2.5x7.7+ C-1.5x2.6 C-2.5x4.3 10-06-00 -C) I lO C) I ru ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER FORCES 0 B 1• 458 W 1• 0 B 2= 458 W 2= 366 W 3• W 4= W 5• RIGHT• 4WRGD -158 -498 79 -499 -15B 369 BEARING AREA REOUIREO (SO. IN) JOINT JOINT 4 .59 OF/ .90 HF/ .86 SPF 6 .59 OF/ .91 HF/ .87 SPF MAX LL DEFL • -,013" MAX TL DEFL • -.023" MAX HORIZ. LL OEFL MAX HORIZ. TL OEFL • @ 5 L/240 • @ 5 L/180 • .005"@ 6 .008"@ 6 ,496' .661' ~ Ih.id_des ion prepared from computer input by BILLY !! CALIFORNIA TRUSS CO WARNINGS: General Notes, unless otherwise noted: FILE NO.: R3 r<~ DATE: 10/30/1998 DES. BY: A\) SEO.: 504873 1. Read al Oentral Not• and Wamlngs before oonnructlon of tnn1ff. 2. Bulldw and ..-.otlon oontraotor should b• adYbed of aA Genwal Not" and WINM'lg1 before aonrtruotlort oommtnOM. 3. 1x3 oompr"1lon w.t, bradno must be lnttaled whw• •hown +. 4. Al lateral fora. resisting elemw,ts auch u temporary and pwman..-it bracing, must be dHlgned and provided by d•lgner of oompl.-t:• ltn,ctunt. Computn.11 anumn no 1"pon11bmty for such bradng. 6. No load should be appU.d to any oompon.-rt untU aft« all bracing and fashnen are comp1.te, and at no time should any loads grHter than dHlgn loads b• appflitd to any oomponent. 6. ComputN1 ha• no control ovw and Hsumes no re,pon11bJJtty for th• fabt1ca1lon, handling, 1hfpmfflt and lnstabtlon of oomponffl11. 7. Tht• dffign b fumJshed IUbJ.at to th• lmh:a1Jons on truu d"Jgn1 Ht forth by th• TruH Plate Institute 11,•Bradng Wood TNI, .. , Hrtl-91•, a oopy of whJc:h wUI b• fuml•hR by Computnn upon requHt. 1. Designtosupportloadsasshown. Design 2. Dosi9n ••sumos the to11 end bottom chords to be laterally braced et 2'·0 o,c. end •t 12'·0" o.c, rospectlvoly, 3, 2x4 Impact bridging or lateral brocl!)S required where 1hown + + 4. Installation of tru•• •• tho rosponsibihtY of tho respective contractor. S. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition• of use. 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is ~rovided. 8. Plates shall be locate~ on both feces of truss, and pieced so their center lines coincide with joint center lines. 9. Digits indicate silo of plate in inches. 10. For basic design values of tho Computrus Plato, indicated by the prefix •c•, eoe l.C.B.O. R.R. 4211, 11 • J~g<;,~rtr~Ylli i~~fc~f;;i~i ~:~~:,~1!n!ei.~r ~ gf~:'s :~~tot~!. conforms to UBC-97 An Ver: 1. 04 (1LJ -B MANLIFACTVRINO , ENGINEERING , COMPt,ITER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 DF #2 1, 2 BOTTOM CHORDS: 2x 4 DF #2 1, 2 WEBS: 2x 4 DF STAND 1-4 '$, 2x 6 DF STUD 5 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT <• 12"0C, UON. .. 12 0.25- 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 10'-6,00' LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSF* TOTAL LOAD• 40.0 PSF* M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER FORCES 0 B 1• 45B W 1• 0 B 2= 458 W 2= 366 W 3• W 4= W 5• RIGHT• 4WRGD -158 -49B 79 -499 -158 369 BEARING AREA REQUIRED (SG. IN) JOINT JOINT 4 .59 OF/ .90 HF/ .86 SPF 6 .59 OF/ .91 HF/ .87 SPF MAX LL DEFL • -,013"@ 5 L/240 • MAX TL DEFL • -.023"@ 5 L/180 • MAX HORIZ. LL DEFL = .005"@ 6 MAX HORIZ. TL DEFL • .DOB"@ 6 .496° ,661" (2) C-l .5xi?(f br equal at uprights. --I ru c:, I ru C-2.5x7.7 C-2.5x7.7+ 6::2: s~1 ~ 1 I Jl n 1 ,. • :;;.--s:+J ---:::::: 1 1 , , 1 $ C-1.5x2 .6 10-06-00 ..... c:, I U1 c:, I ru Scale: 3/8" ,,1Qll NAMC'• STD from computer input by BILLY@ CALIFORNIA TRUSS CO. FILE NO.: R3A R~A DATE: 10/30/~998/ DES. BY: Aw SEG.: 504874 WARNINGS: 1. Read al Genenl Not .. and Wamlngt b•fore oonstNotlon of truHu. 2. Bundw and erection contractor should be advised of all Gen.al Notes and WamJng, b•fo,. oonstNctlon oommMoes. 3. 1X3 comprHslon web bracing must be lnstaftlld wh..,. shown +. 4. Afl lateral fore. retlstlng eol•mants such III temporary and pennanent bradng, must b• detlgned and provfd.cl by deslgnw of complete stNctur-. Computrus anumes no l'Hpontlbmty for sud, bradng. 6. No load should be appQed to any componwrt untl after aJI bradng and fastentn are oomplet•, and at no tlm• thoufd any lo•d• Q1'Nter than dfflgn Jo•d• b• appffed to any oomponent. 6. Computrur hH no control over and Htumet no rnpon1lbmty for th• fabrtcatlon, handllng. shipment and lottahtlon of compon-,,ts. 7. Thlt detfgn 11 fumlthed subj.at to th Nmltatlont on tNH dfflgn, Ht forth by th• TNn Plate Institute tn·Braolng Wood TNHH, HIB-01·. a copy of whlc:h wffl be Mnhhed by Computru, upon request. GenereJ Notes, unless otherwise noted: 1, Design to support loads as shown. . Design 2. Desisn assumes the top and bottom chords to be laterally braced at 2'-0 o,c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral braci!19 required where shown + + 4. Installation of truss 1s the respons:ibihty of the respective contractor. 5. Design assumes: trusses are to be used in a non-corrosive environment, and are for ·dry condition" of use, 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage Is provided, 8, Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see l,C.8,0, R.R. 4211. 11. The Com114trus Net Section Plate is Indicated by the prefix "CN', the designator (18) indicates 18 ga. material is used, All others are 20 ga. conforms to UBC-97 AnVer: 1.04 {1Ll-B MANL•FACTUAtNG, ENGINEEAINCJ , COMPllTER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2X 4 DF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: , 2x 4 OF STANO 1-4 ·-$,2x 6 OF STUD 5 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. ..... I N 0 I N C-2 ,?X7 .. J.L .. Scale: 3/8" . JfilL.m_~A T STD 12 0,25- C-2.5x7.7 C-1.5x2.6 10-06-00 1111111111111111111111 11111,1111111111111 TRUSS SPAN 10'-6.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSF* TOTAL LOAD• 40.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. C-2.5x7. 7t ..... = I In = I C\J ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER FORCES 0 8 1• 45B W 1• 0 B 2= 458 W 2• 366 W 3• W 4= W 5- RIGHT • 4WRGO -158 -498 79 -499 -158 369 BEARING AREA REQUIRED (SQ. IN) JOINT JOINT 4 .59 OF/ .90 HF/ .86 SPF MAX MAX MAX MAX 6 .59 OF/ .91 HF/ .87 SPF LL DEFL • -.013" TL DEFL • -.023" HDRIZ. LL OEFL HORIZ. TL DEFL • @ 5 L/240 • @ 5 L/180 • .005"@ 6 .008"@ 6 _495• .661· This_design~eo~d from computer input by BILLY CALIFORNIA TRUSS CO WARNINGS: Generel Note•, un1et:1s otherwise noted: FILE NO.:AA3 RR3 DATE: 10/30/~99BJ DES. BY: A \,--J SEQ.: 504876 1. RNd al General Not" and Wamlng1 b•fore oonstNotlon of tntttH, 2. BulJd• and ..atlon contractor 1hould b• advlHd of aU Genwal Notff and Warnings b•fo,. oonl'tntctlon oommenOH. 3. 1 x3 oomprff1lon w41b bracing murt be lnt1atlitd whw• shown + • 4. All latiwal fore. ,..,sting .t•m«lts ,um as t-.nporary and pwmanant bracing, must b• dHlgned and provfd.cl by dMJgnw of oompl.t• structure. Computrut as,umn no rffpOnslbWty for 1uch bradng. 6. No load should b• appR-.d to any component untD aftet' an bracing and fastenen are oomplet•, and at no tlm• ahould any loada grNter than dttlgn load• be appD.cl to any oomponMt. 8, Computrus ha• no oontrol over and H1umu no ,-,pon•lbTilty for th• fabrtcatlon, handllng, 1hJpm11nt and lnstalatlon of oompon.-it1, 7. Th11 dHlgn Is furnish.cl 1ubJect to th• Amftatlon• on truss dfflgnt Ht forth by th• Truss Plate Institute 1n•eradng Wood TNsHt, Hts-a1•, • copy of which wm be fumhh.cl by Computrus upon ,-qutst, 1. Design to support loads as shown. Design 2. Desi9n assumes the top and bottom chords to be laterally braced at 2'-0 o.c. and at 12'-o· o.c. respectively. 3. 2x4 lmJ>act bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use. 6. Design assumes full bearing at all supports shown, Shim or wedge if necessary. 7. Design assumes adequate drainage is P:rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9, Digits indicate nite: of plate in inches, 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O, R.R. 4211. 1 1 0 J~~g<;,~~~~f ;~afc~:'e".!i~i ~:~~!ttf!fft'.,ds~d. ~ g{~~ -a~!'ltot~!. conforms to UBC-97 AnVer: 1.04(1L)-B MA~WrACT\IRINO, ENGlNE"ERlNO. COMJ>llf(R R'r~U:Mit. 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 8 DF #2 1, 2 WEBS: 2x 4 DF STAND 1-5 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. 0 0 I ID 0 I ..-. Scale: 1/2", C-2.5x4.3 JOB NAME: GI~DER TC UNIF LL ( BC UNIF LL ( C-5x9.4 C-3x7.7 8-02-00 111111111111111111111111111 IIIII IIII IIII 8-2-0 GIRDER TRUSS SUPPORTING 15-0-0 LOAD DURATION INCREASE• 1.25 + 40.0) +DL ( 130.0) +DL ( LOADING 20.0)• 107.5)= 60.0 PLF 237.5 PLF C-2.5x4.3 C-7x7.7 o· o· 0 0 I a:, 0 ..'... .O" TO .O" TO 8' 8' 2.0" VERT 2.0" VERT ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER FORCES 0 B 1• 1969 W 1• 0 B 2= 1969 W 2= W 3• W 4= W 5• 1215 RIGHT • JOINT JOINT BEARING AREA REQUIRED (SQ. 4 1.94 OF/ 3.00 HF/ 6 1.94 OF/ 3.00 HF/ MAX LL OEFL • -.045"@ 5 L/240 • MAX TL OEFL • -.080"@ 5 L/1BO • MAX HORIZ. LL OEFL = .013"@ 6 MAX HORIZ. TL DEFL • .023"@ 6 IlLi~ [J~repared from computer input by BILLY @ CALIFORNIA TRUSS CO. 4WRGO -123 -2104 1271 -2104 -123 1215 IN) 2.86 SPF 2.86 SPF ,379" .506" WARNINGS: Genertil Notes, unless otherwise noted: FILE NO.: T3 \3 DATE: 10/30/~998/ DES. BY: tJ.N SEQ.: 504879 1. Rud •U G.nera1 Notff and Warning• bafore oonttNcdon of trusses. 2. Bullder and .,Ktlon contractor should be advfsad of aR Genenl Notes and Wamlngs b•fore construction commffloes. 3. 1 x3 compruslon wft> bradng must b• lnstafttd wh•• shown + • 4. AR l•titral force, rttlstlng el•mffltl such H t•mporary and p«manfflt bradng, must b• dnlgnMI and provld.d by dfflgn« of complete structur•, Computrus assumH no rnponslbmty for 1udi bracing. 5. No load should be appJl.d to any component untn aft« an bradng and fasteners ar• complitte, and at no tlma should any toads gr.at« thin dnlgn loads be appll~ to any oomponent. 6. Computrus has no control over and assumu no r.sponslbmty for th• fabrication, handllng, sh1pmant and lnrtanatlon of componfflts, 7. This dnlgn Is fumlsh.ct subJect to th• ftmttatlon, on truu dHlgns set forth by th• Trun Plat• lnrtttute ln·Bradng Wood TrussH, Hm.91•. a copy of which wm b• furntshed by Computru1 upon ffl1Uff1. 1. Design to support loads as shown. Design 2. Desi9n assumes the toJ:) and bottom chords to be laterally braced at 2'-0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging: or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5, Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is p,rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits Indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 1 1 • J~iig<;,~~~1\'~f i~~ic~f;;i~i ~1!!~!t~1!ffJeuds~d. ~fl g;~i; :~~iot~~- conforms to UBC-97 AnVer: 1.04 (1Ll -w MANllFACTllRING. ENGINEERING. COMPL•TEA SYSTEMS 111111111111111 111111111111 111111111111111 IIIII 11111111 LUMBER SPECIFICATIONS TRUSS SPAN 54'-6.00' ANSI/TPI SINGLE MEMBER FORCES 4WRGO LOAD DURATION INCREASE• 1.25 T 1• -2441 B 1• 0 W 1• -831 W11• -2366 SIZE SPECIE GRADE PANEL (SJ SPACED 24.0" o.c. T 2= -3093 B 2= 2542 W 2= 2511 W12" 2457 TOP CHORDS: T 3• -2157 B 3• 3106 W 3• -540 W13• -292 2x 4 OF #2 1-10 LOADING T 4= 82 B 4= 2103 W 4= 568 W14= -1607 BOTTOM CHORDS: LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF T 5• 82 B 5• -3199 W 5• -83 W15• 546 2x 4 OF #2 1-9 DL ON BOTTOM CHORD= 10.0 PSFll T 6= 1190 B 6= -3465 W 6= -9B7 W16= -455 WEBS: TOTAL LOAD• 40.0 PSFll T 7• 1190 8 7• 310 W 7• 335 W17• -21 2x 4 OF STUD 2 !15 PSF REDUCTION TAKEN ON T 8• -742 8 8• 1110 w a--2279 W18• 117 2x 4 OF STAND 3-9, 12-19 BOTTOM CHORD, AXIAL STRESS ONLY. T 9= -1091 8 9= 1022 W 9= -358 W19" -1098 2x 4 OF CON 10 T10• 0 W10• 3295 W20• -142 2x 6 OF STUD 1, 11, 20 LEFT • 861 RIGHT• 548 TC LATERAL SUPPORT<= 12"0C, UON. INT. = 2406 @ 30'-9,3' BC LATERAL SUPPORT<• 12"0C, UON. BEARING AREA REQUIRED (SG. IN) JOINT 12 1.38 OF / 2.13 HF / 2.03 SPF 12 0.25- 30-06-08 (2) c.:ir:-sx2.6 or equal at uprigh~s. C-2;-5x4'( 3 23-11-08 12 -0.25 JOINT 21 .BB OF / 1.35 HF / 1.29 SPF JOINT 17 3.85 OF/ 5.94 HF/ 5.66 SPF MAX LL OEFL = -.363" @14 L/240 MAX TL DEFL • -.636" @14 L/180 MAX LL OEFL = -.076" @19 L/240 MAX TL DEFL • -.132" @19 L/180 • MAX HORIZ. LL DEFL • .046" @16 MAX HORIZ. TL OEFL = .080" @16 1.524" • 2.032" 1.172" 1.562" .-; C-2.5x4.3-·1 C18-8x17.9 C-5.5x7.7(S)c-3x6 .. lO c..'.§x~/;4 ,. C-3x6 C-3x6C-5.5x9.4(S)OM.5" .. ,. ~-14 :o.2:5'\' C-3x6 C-3x·7.'f:, l O j :::= ;5. c_;; ;;=:_5 ;; ,_;;;: - C-3x9.4 C-5.5x7.7(S) C-7xi1.9(S) t C-5.5x7.7(S) )< Scale: 1/8" JOB-1'1.AME: STD FLAT FILE NO.: A4A ~tA DATE: 10/30/19,8 DES. BY: ~w SEO.: 504818 ILLEO C-2.5x4.3 30-09-04 54-06-00 WARNINGS: 1. RNd al Gtntral NotH and Warnings before construction of tntnff. 2. Bufldw and •.atlon oontractor thould b• advftR of an Gtnwal Notff and Wamlng, before construction oomm1t1ou:. 3. 1:r:3 comp!flston wtb bradng must be lnstaAed whw• ,hown +. \ 4. AU lattral fore. resisting element, such H temporary and permanent bracing. must be dnlgned and provided by desfgnet" of complet• structure. ComputrtH Hsum" no r*Sponsrt>mty for such bracing. 6. No load should be applied to any component untR after all bnidng and faflentn ar• completa. and •t no tlm• should any load• grNter than dfflgn load, b• appUt-d to any component. 6. Computrus has no control ovw and assumn no n,spontrl>Ulty for the fabrication, handUng, shlpmant and ln.taladon of component,, 7. This dulgn I• fuml1hltd subJitet to th Nmttatlon1 on trun dulgnt Ht forth by the Truss P1•t• lnstttut• ln"'Bnidng Wood Trussff, HIB·81•. a copy of which wm b• furnished by Computrus upon re,qufff:, 'PROVIDE FULL BEARING. his !l!'lsiqn 23-08-12 repared ro com_ ~ 7 ter inpuLI:!. BILLY@ CALIFORNIA TRUSS CO. General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desi9n assumes the top and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.04 (1LI -a 2'·0 o.c, and at 12'·0" o.c, respectively, 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6, Design assumes full bearing at all supports shown. Shim or wedge ii necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.8.0. R.R. 4211. 11 • J~g<;,~~~~Y~i i~dlc~~;~i~i ~1:~~:t::;t!rf~euds~.¥. 'Zl gm~::. ·a7~tot';,.. MANllfACTL•RtNQ. ENGINEERtNG, COMPl1TER 6V6fEM43 111111111111111 111111111111 111111111111111 IIIII IIII 1111 LUMBER SPECIFICATIONS TRUSS SPAN 54'-6.00" ANSI/TPI SINGLE MEMBER FORCES 4WRGO LOAD DURATION INCREASE• 1.25 T 1• -2441 B 1• 0 W 1• -831 w11--2366 SIZE SPECIE GRADE PANEL (Sl SPACED 24.0" o.c. T 2= -3093 B 2= 2542 W 2= 2511 W12= 2457 TOP CHORDS: T 3• -2157 B 3• 3106 W 3• -540 W13• -292 2x 4 OF #2 1-10 LOADING T 4= 82 8 4= 2103 W 4= 568 W14• -1607 BOTTOM CHORDS: LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF T 5• 82 B 5• -3199 W 5• -83 W15• 546 2x 4 OF #2 1-9 DL ON BOTTOM CHORD = 10,0 PSF!! T 6= 1190 B 6= -3465 W 6= -9B7 W16= -455 WEBS: TOTAL LOAD• 40.0 PSF!! T 7• 1190 B 7• 310 W 7• 335 W17• -21 2x 4 OF STUD 2 115 PSF REDUCTION TAKEN ON T 8• -742 B 8• 1110 W 8• -2279 W1B• 117 2x 4 OF STAND 3-9, 12-19 BOTTOM CHORD, AXIAL STRESS ONLY. T 9= -1091 B 9= 1022 W 9= -358 W19= -1098 2x 4 OF CON 10 2x 6 OF STUD 1, 11, 20 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. 30-06-08 23-11-08 T10• 0 w10-3295 W20• -142 LEFT• 861 RIGHT• 548 INT.= 2406 @ 30'-9.3' BEARING AREA REQUIRED (SO. IN) JOINT 12 1.38 OF/ 2. 13 HF / 2.03 SPF JOINT 21 .88 OF/ 1.35 HF / 1.29 SPF JOINT 17 3.85 OF/ 5.94 HF/ 5.66 SPF MAX LL DEFL = -.363" MAX TL DEFL • -.636" MAX LL DEFL = -.076" MAX TL DEFL • -.132" MAX HORIZ. LL DEFL • MAX HORIZ. TL DEFL = 1 .524" !!14 L/240 @14 L/180 @19 L/240 @19 L/1BO • • 2.032" 1.172" 1.562' .046" @16 .OBO" @16 12 0.25-12 C-2.(5:K.4 .• 31 -o.25 -!- lO J L ;- Scale: 1/8" JOB NAME: STD FLAT FILE NO.: A4 A2t DATE: 10/30~199' DES. BY: [:JW SEO.: 504817 C-3x6 C-5. 5x9. 4 (S). C18-8x17 .9 )_:$J-14 O •.~5'.' C-3x6 c_-5 .<SxiK'l,.(S) C-3x6 c::.3x7 :i 30-09-04 O ,25· .. C-7xi1.9(S) l C-2.5x4.3 L 0 1 23-08-12 ,1, 54-06-00 PROVIDE FULL BEARING. WARNINGS: 1. Rnd an General Notff and Wam1ng• b•fore oonstn,ctlon of tn.111n. 2. BuUder and .....ctlon contractor should be advlted of aR General Notn and Wamlng, b•fore, construction commences. 3. 1x3 comprfftlon web bradng must b• lnstaUed where shown +. 4. AU lat.nl force resisting ~•mitnts such H temporary and permanfflt bradng, must be dHlgned and provided by d"fgnet of complete structur•. Computru• .usumn no l'Hponslbmty for sudl bradng. 6. No load should b• appUed to any component unttl aher an bradng and fastenen ar• complete. and at no time should any load• g,Nt., than dulgn loads be appned to any oompon..,t. 6. Computru1 hH no control over and attumet no l'flponslbmty for the fabrication, handling, shipment and lnstaRatlon of componffl1•. 7. Thi• dnlgn I• fumlsh.cl subJ.at to th• nm1ta1lom on truss dHlgn1 Ht forth by th• TNH Plat• lndltut• ln'"Sradng Wood TNtlH, Hm-91·. a copy of which wnt be tumtsh.cl by Computru, upon request. This ggsiqn prepared from COJ!II)Uter input by BILLY @ CALIFORNIA TRUSS CO. General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desi9n assumes the to~ and bottom chords to be laterally braced at· 2'·0 o.c. and at 12'·0" o,c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes Jdequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~:· J~:;.~dt·;'ii~i'§e!?;J~ Plate is indicated by the prefix 'CN", the designator ( 18) indicates 18 ga. material is used. All others are 20 ga. conforms to UBC-97 AnVer: 1.04 (1L)-B Cam~uTrus Inc.· MANl'FACTl'RING. ENGINEERING • COMPllfEA S'tSfEMS 111111111111111 111111111111111111111111111 1111111111111 LUMBER SPECIFICATIONS TRUSS SPAN 48'-6.00" ANSI/TPI SINGLE MEMBER FORCES 4WRGO LOAD DURATION INCREASE• 1.25 T 1• -1249 8 1• 0 W 1• -782 W11• -2070 SIZE SPECIE GRADE PANEL (SJ SPACED 24.0" o.c. T 2= -2522 B 2= 1365 W 2= 1411 W12= 2095 TOP CHORDS: T 3• -2133 8 3• 2563 W 3• -623 W13• -292 2x 4 OF #2 1-9 LOADING T 4• -377 8 4• 2102 W 4• 1195 W14• -1226 BOTTOM CHORDS: LL( 20.0l+DL( 10.0) ON TOP CHORD• 30 .0 PSF T 5• -377 B 5• -2343 W 5• -243 W15• 303 2x 4 OF #2 1-9 DL ON BOTTOM CHORD= 10 .0 PSFll T 6= 636 B 6= -2575 W 6= -448 W16= -203 WEBS: TOTAL LOAD• 40.0 PSFll T 7• 636 B 7• 508 W 7• 186 W17• -511 2x 4 OF STUD 10 ll5 PSF REDUCTION TAKEN ON TB• -748 8 8• 912 W 8• -1800 W18• 526 2x 4 OF STAND 2-9, 12-18 BOTTOM CHORD, AXIAL STRESS ONLY. T 9= -453 8 9= 0 W 9= -358 W19= -472 2x 6 OF STUD 1, 11, 19 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. --·, C-c;d.'4~9I. 4 C\J C-· 2 .6~6-,.,, J )< 12 0.25- 27-06-08 C-2.5x4.3+ C-2.5x4.3+ 27-09-04 20-11-08 12 -0.25 W10• 2875 LEFT• 797 RIGHT• 487 INT. = 2111 !l 27'-9.3" BEARING AREA REQUIRED (SO. IN) JOINT 11 1.28 OF/ 1.97 HF/ JOINT 20 .78 OF/ 1.20 HF/ JOINT 16 3.38 OF/ 5.21 HF/ 1.88 SPF 1.15 SPF 4.97 SPF MAX LL OEFL = -.236" @14 L/240 MAX TL DEFL • -.413" @14 L/180 • MAX LL OEFL = -.051" @18 L/240 MAX TL DEFL • -.088" @18 L/180 • MAX HORIZ. LL DEFL • .035" @15 MAX HORIZ. TL DEFL = ,061" @15 C{-4ti."9 ~14~ ("\J ,,19 ] 1.374" 1. 832' 1.022· 1.362" 20-08-12 ,), Scale: 1/8" 48-06-00 PROVIDE FULL BEARING. JOB NAME: STD FLAT FILE NO.: B4 ~1- DATE: 10/30/!99~ DES. BY: ft.\J SEO.: 504824 WARNINGS: 1. RHd an Gen..-.1 Notn and Warning• b•fore oonstructlon of truHes. 2. Butldw and .-.c,lon contractor should be advls.d of atl Ganwal Notff and Wamlngt b•for• oonstructlon oommenOff. 3. 1x3 oomprfftlon wtb bradng mutt be lnstatlitd wh«• thown +. .C.. AD latent force ruining elem90tl such -_, tempor.ry and p«manfflt bracing, must be deslgn.-d and provided by design« of oomplet• stNature. Computn.11 assumff no ,...ponslblnty for such bnidng. 6. No load should b• appUitd to any componfflt untR after an bradng and fart.nen a,-complete, and at no time should any loads grnter than design load• be applied to any component. 8, Computn11 has no control ovtr and a11umff no rffpon1lbmty for th• fabrication, handllng, shipment and lnstaflatlon of components. 7. TN• dfflgn I• fumJ1hed subject to the Rmltatlons on trun dfflgn, .. t forth by the TNu Plat• lnsthut• ln·Bractng Wood TNHH, Hra-e1·. a copy of which will be fumJ1hed by Coffl1Jutrut upon NqUffl, This Q.!l!iLQILJJ~ared from computer input bY BILLY !l CALIFORNIA TRUSS CO General Note•, unless otherwise noted: 1. Des!gntosupportloadsasshown. Oesjgn conforms to UBC-97 AnVer: 1.04(1L)-B 2. ~~~9~~~~e!t t~;,!'l,P. ~~g. ~~!:,O.'::'ti~~f~~s to be laterally braced at 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor • 5, Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is P.:rovided, 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate sire of plate In inches. 10. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~;· t~:;,~fa!~NMie~~~~ Plate is indicated b the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. CameuTrus Inc. MANl,,IFACTLIRINQ • ENGINEERING • COMPllJEff SYStEMc; " I 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRACE PANEL (SJ TOP CHOROS: 2x 4 OF #2 1-7 BOTTOM CHORDS: 2x 4 OF #2 1-7 WEBS: 2x 4 DF STUD 2, 10 2x 4 OF STANO 3-9, 12-14 2x 6 DF STUD 1, 11, 15 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. Cf-3x9·~4'-\ C-3x6+ [ 12 0.25- C-3x6+ 1111111111111111111111111111111111111111 TRUSS SPAN 41'-9.00' LOAD DURATION INCREASE• 1.25 SPACED 24.0" o.c. LOADING LL( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFll TOTAL LOAD" 40.0 PSFII 115 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 30-06-08 C-3x7.7 C-2.5x4.3+ C-3x6+ ANSI/TPI SINGLE MEMBER FORCES 4WRGD T 1• -2573 B 1• 0 W 1--866 W 9• -358 T 2= -3344 B 2= 2680 W 2= 2647 W10s 3217 T 3• -2510 B 3• 3363 W 3• -573 W11• -2131 T 4= -361 B 4= 2460 W 4= 685 W12= 1933 T 5• -361 B 5• -2682 W 5• -113 W13• -336 T 6= 1131 B 6= -2921 W 6= -886 W14= -1181 T 7• 1131 8 7• 0 W 7• 307 W15• 176 W 8• -2190 LEFT• 896 RIGHT• -145 INT. = 2172 @ 30'-9.3" IN) JOINT JOINT JOINT BEARING AREA REQUIRED (SQ. 9 1.43 OF/ 2.21 HF/ 16 .23 OF/ .36 HF/ 14 3,47 OF/ 5,36 HF/ 2.11 SPF .34 SPF 5.11 SPF MAX LL OEFL • -.394" @11 L/240 • 1.524' MAX TL OEFL = -.689" @11 L/1BO = 2,032' MAX LL OEFL • .006" @15 L/240 • MAX TL OEFL • .010" @15 L/180 • MAX HORIZ. LL DEFL = MAX HORIZ. TL OEFL • 11-02-08 12 -0.25 C-2.5x4.3+ .050" @13 .087" @13 C..-4x? IT C-3x11.9 C-2.5x4.3+ 11,.,\ .534' .112· J ~ C-5x11.9 (S) C-7x11.9 (S) C-2.5x4.3+ f Anchor to resist Scale: 3/16', JOB NAME: STD FLAT FILE NO.:C4 ct DATE: 10/30/1998 DES. BY: M SEG.: 504828 11. 30-09-04 X 10-11-12 41-09-00 PROVIDE FULL BEARING. WARNINGS: 1. RMd an General NotH and WamJng9 before oonrtructlon of tru11ff. 2. sundw and •eotlon oontraotor should be advfted of aff General Notu and Wem1ng, b•for• oonatruotlon oommenOff. 3. 1 x3 oomprHslon wft> bracing must be lnstafl.-d wh•• shown +. 4. AD lateral force rul11lng elemtnt, such as temporary and pwmanent bRclng 1 must b• dulgned and provfditd by dulgner of complete structure, Computru• usumu no rffponsrt>Utty for such bracing, 6. No load should be appUtd to any oomponent untn aft« an bnidng and f•stfflen are oompl.te, and at no tlm• 1houtd any loads grNt"' than dfflgn load• b• appD.cf to any component. 6, Computrus has no oontrol ov« and assumH no retpon1lbmty for th• fabrication, handUng, shipment and lndalatlon of oomponent1. 7, This dHlgn l1 fuml•h~ subject to th• Umltatlon• on tn.iH detlgn1 Ht forth by th• TruH P1at• lnrtltut• 111•sradng Wood TN11 .. , Hrs-01•, • oopy of which wm be fumlshRd by Computru1 upon requfft. illJL_desiqn prepared from computer input b General Notes, unless otherwise noted: 1. Dosign to support loads as shown. Design 2. Dosi9n assumes tho to11 and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required whore shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5, Design assumes trusses are to be used in a non·corrosive environment, and are tor •dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9, Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 11. The Computrus flet Section Plate is Indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used, All others are 20 ga. a-150/1 uplift ILLY@ CALIFORNIA TRUSS CO. conforms to UBC-97 AnVer: 1.04 (1L) -B MAN\.IFACTllRINO , ENGINEERING , COMPltTER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1-7 BOTTOM CHORDS: 2x 4 OF #2 1-7 WEBS: 2x 4 OF STUD 2, 10 2x 4 OF STAND 3-9, 12-14 2x 6 OF STUD 1, 11, 15 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. 111111111111 111111111111111111111111 IIII TRUSS SPAN 41 '-9.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" o.c. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFll TOTAL LOAD• 40.0 PSFll 115 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI T 1• T 2= T 3• T 4• T 5• T 6= T 7• -2573 -3344 -2510 -361 -361 1131 1131 LEFT• INT.= SINGLE MEMBER FORCES 8 1- 8 2= 8 3• B 4• B 5• B 6= 8 7• 0 2680 3363 2460 -2682 -2921 0 896 2172 @ W 1--866 W 2= 2647 W 3• -573 W 4• 685 W 5• -113 W 6= -886 W 7• 307 W B• -2190 RIGHT • 30'-9.3" ; 4WRGO W 9• -358 W10= 3217 W11• -2131 W12• 1933 W13• -336 W14= -1181, W15• 176 -145 IN) JOINT JOINT JOINT BEARING AREA REQUIRED (SQ, 9 1.43 OF/ 2.21 HF/ 16 .23 OF/ .36 HF/ 14 3.47 OF/ 5.36 HF/ 2.11 SPF .34 SPF 5.11 SPF C-3x6+ 12 0.25- C-5x6 (S) 30-06-08 C-3x7.7 C-2.5x4.3+ MAX LL DEFL • -.394" MAX TL OEFL,. -.689" MAX LL OEFL • .006" MAX TL DEFL • .010" MAX HORIZ. LL DEFL MAX HORIZ. TL DEFL • 11-04-00 12 -0.25 !!11 L/240 • !!11 L/180 • !!15 L/240 • !!15 L/180 • .050" @13 .087" !!13 C-2.5x4.3+ C"'-4't.7~17·: C-3x6+ C-3x6+ v,--C-2.5x4.3+ 1f C-3x11.9 C-2.5x4.3+ 1.524" 2.032" .534" .712" C-5x11.9 (SJ C-7x11.9 (SJ fi ~-----------------------------~L ___ --------~It. 1, 30-09-04 { 10-11-12 o-d'd-08 c;.p-nt. r 41-10-08 1 PROVIDE FULL BEARING. Scale: 3/16". 08 NAME: STD FLAT FILE NO.: C4A c.+-A DATE: 10/30/:99, DES. BY: Aw SEQ.: 504829 WARNINGS: 1. RNd all Gen..-.1 Notes •nd Warning, before construC1lon of tNHff. 2. BuRder and «ectlon oontnicrtor should be advised of an Gen..t Notes and Warnings b•for• oont1ructlon oommWIOH. 3. 1 x3 comprHslon web bracing must be lnstatJ.d whw• shown +. 4-. AR latent fore. resisting ..rem.nt, such as temporary and pennanent bracing, must b• dnlgn.-d and provided by dnlgnw of compl.-t• structure, Computru, HtUmff no rHponslblllty for such bnaclng. 6, No load should b• applied to any component un1n after an bracing and fas .. ntn ar• compl-1•, and at no 11m• should any load• gru1er 1han dfflgn load• b• appDitd to any component. 8. Computrus hH no con1rol ovw and assumH no r.spontlblllty for th• fabrica11on, handDng, shlpmfflt and lns1alla11on of componen11. 7, Thlt d"lgn ls fumlshitd IUbJkt 10 th• Dmhatlon• on truu dHlgns set forth by th• Truu Pl•1• lns1ltut• tn·Braolng Wood TnnsH, Hm.91•, a copy of which wm b• fumlthitd by Computru• upon nquffl. ~ design pre~e__q General Notes, unless otherwise noted: 1, Design to support loads as shown. Design 2. Desi9n assumes the to~ and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. S. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use. 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is f):rovided. 8, Plates shall be located on both faces of truss, and placed so their center Jines coincide w11h joint center lines, 9. Digits indicate silo of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211. 11 • J~~g';,~ft.W~f i~~f c~r;Ji~i ~::~!1~':1!ffJeuds~c1. ~ ~f~~; :9~101;. '!'___JL_CfaLIFORNIA TRUSS CO conforms to U8C-97 An Ver: 1. 04 (1L) -8 Cam~uTrus Inc. MANllFA.CT1..1RtNG, ENGINEERING. COMPL11EA SYSTEMS ~ 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 DF #2 1-B BOTTOM CHORDS: 2x 4 DF #1 1-B WEBS: 2x 4 DF STAND 2-16 2x 6 DF STUD 1, 17 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 32'-6.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" o.c. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFII TOTAL LOAD • 40,0 PSFII 115 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI T 1• T 2= T 3• T 4= T 5• T 6= T 7• T 8• 56 -1709 -3844 -4782 -4723 -4723 -3728 -2065 CANT !l LEFT• SINGLE MEMBER FORCES B 1• 0 B 2= 175 B 3• 1891 B 4= 3954 B 5• 4823 B 6• 3826 B 7• 2203 B 8• 0 1'-6.0" 1185 W 1-7 W 2= -B2 W 3• -1129 W 4= 1797 W 5• -919 W 6"' 2054 W 7• -601 w B· 875 W 9= -244 RIGHT• 4WRGD W10• W11= W12• W13• W14• W15= W16• W17• 1090 BEARING AREA REQUIRED (SQ. IN) -108 -274 965 -625 1663 -928 2278 -1067 JOINT 11 1.90 DF / 2.93 HF/ 2.79 SPF JOINT 18 1,74 OF/ 2,69 HF/ 2.56 SPF ,. .C~4'x7.? C-3x7. 7 r-· ·,: ' · ' 12 0,25- C-5x6 (SJ C-2.5x6+ MAX LL DEFL • .063" MAX TL DEFL = • 110" MAX LL DEFL • -.514" MAX TL DEFL • -,899" MAX HORIZ. LL DEFL = MAX HORIZ. TL DEFL • C-2.5x7.7 @10 L/240 • .150" @10 L/180 = .200" @15 L/240 • 1.535" @15 L/180 • 2.047" .069" @18 .121" @18 C-3x9.4 -~~~~1~1~ C-3x7.7 C-2.5x6+ ~I C-2.5x6+ L L -2.5x4.3+ C-2.5x4.3 C-2.5x7.7 C-3x7 .7 C-5x9.4 (S) C-2.5x7.7 C-2.5x7.7 C-3x7.7 canitJ·:· 'ct-06-o'0 31-00-00 L r ~~ • Q_f_LAI FILE ND.: 04 '0 4t DATE: 10/30~998 / DES. BY: NW SEQ.: 504834 WARNINGS: 1. Read al Gen-.1 Notes and Wamlngs before oonstn.lctlon of truues. 2. Builder and ....ctlon contractor should be advl1.c:I of aA Genn Notff and Wamlng1 before oonnruotlon oommenOH. 3. 1,c3 oomprH1lon web bracing must be lnatatlttd whw• shown +. 4. Al latenl forN rHll'llng .-ement1 sud\ as temporary and pwmantnt bracing. must be dHlgned and provided by designer of complet• stn.ic:tut•. Computru, assumH no rHpon,lbmty for such bracing. 6. No load 1hould b• appUtd to any componant until aft« an bradng and fasten..-. are complate, and at no time should any Joad1 grnter than dfflgn loads be appUt-d to any compon-nt. 8. Computrus has no control ovw and Hl'Umet no rHpon1tblnty for th• fabrlclltlon, handltng, shipment and lnstalatlon of components. 7. Thi• dHlgn l1 furnish.cl subJeet to th• Rmttatktn1 on tru11 designs Ht forth by th• Truu Plat• Institute 1n·sracing Wood Tnn:s .. , HIB-91•, a oopy of which wm b• f\mllhed by Computnn: upon ,-qunt. Thi:; Ql1filM i!lPUt by BILLY !l CALIFORNIA TRUSS CD. General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desi9n assumes the to~ and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral braci~ required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211. 11 " !~;;g<;,~';"rfr~\'lli ;~jfc~;;Ji~i ~1!~~=t~1!fftuds~J. ~ ff~~ :~~;·01~~- conforms to UBC-97 An Yer: 1. 04 ( ill -B Cam~uTrus Inc. MANUFACTltRING, ENGINEERING • COMPl•TER SY'STEMS • 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1-6 BOTTOM CHORDS: 2x 4 OF #1 1-6 WEBS: 2x 4 OF STAND 2-12 2x 6 OF STUD 1, 13 TC LATERAL SUPPORT<"' 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. C-,. C-2.5x7.7 C-3x11.9 12 0.25- C-2.5x6+ 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 28'-.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" o.c. LOADING LL( 20.0)+0L( 10.0) ON TOP CHORO • 30.0 PSF OL ON BOTTOM CHORD= 10.0 PSFII TOTAL LOAD• 40.0 PSFII 115 PSF REDUCTION T Al<EN ON BOTTOM CHORD, AXIAL STRESS ONLY. C-5x6 (S) C-2.5x6+ C-2.5x6 T 1• T 2= T 3• T 4• T 5• T 6= ANSI/TPI SINGLE 0 B 1• -3520 8 2= -3842 8 3• -3842 8 4• -3187 8 5• -1819 B 6= MEMBER FORCES 2251 W 1--133 2250 W 2= -2424 3587 W 3• 123 3265 W 4• 1339 1939 W 5• -387 0 W 5: 271 W 7• -274 4WRGO W 8• W 9= W10• W11• W12• W13= LEFT= 980 RIGHT 980 BEARING AREA REOUIREO (SO. IN) 621 -502 1360 -812 2007 -957 JOINT 8 1.57 OF/ 2.42 HF/ 2.31 SPF JOINT 14 1.57 OF/ 2.42 HF/ 2.31 SPF MAX LL OEFL " -.346" @11 L/240 = 1.371' MAX TL OEFL • -.605" @11 L/180 • 1.828' MAX HORIZ. LL OEFL = ,059" @14 MAX HORIZ. TL OEFL • .104" @14 C-3x7.7 { ... ~~~-~~ ~ 1~ C-2.5x4.3+ C-3x9.4+ C-2.5x6 C-3x7.7 Scale: 1/4" , JO.fl !'!AME: STD FLAT FILE NO.: F4 F1- :::'.' .::'~';;} SEO.: 504841 C-5x7. 7 (S) 28-00-00 WARNINGS: 1. Rod•• a.,..n No1" and Warnings baforeoonstNctlon oftNHH. 2. Build• and erection contractor 1hould b• advlud of d G.-i..S Notes and WamJng1 b•fora oonl1ructlon oommenou, 3, 1x3 oompraHlon w.b bradng must b• lnstatt~ wh.,.. shown +. 4. An lateral force rHJstlng ti•ments sucti as temporary and pennanent bracing, must b• dulgnad and provld.d by dnlgnff of compl.t• struo1ure, Computrus anumu no responslbmty for tuch bracing. 6. No load should be applied to any oomponfflt untH aft« an bradng and fastfflert •re complete, and at no tlm• should any load, greater than dfflgn load, be appU*<I to any componant. 8. Computrus has no control over and assumes no rnpon1lbmty for th• fabrication. handl1ng. 1hlpm..-it and lnstaUatlon ot componMts. 7. Thi, design I• furnJ1hed subject to 1h• Umttatlon, on trun dfflgns Ht forth by th• Truss Plate lnsthut• ln"Bradng Wood TNHts. Hl'B·81"• • copy of which wm be furnished by Computrus upon requfft. Ibis gesi,_g_rJ_ ll LQ'L__J3_I L LY .CALJEQRl'!IA TRUS_S___cQ_ General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desi9n assumes tho top and bottom chords to be laterally braced at 2'·0 o.c. zind at 12'·0· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihtY of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, zind are for •dry condition· of use. 6. Design assumes lull bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide wi1h joint center lines. 9. Digits indicate site of plate in inches, 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211. 1 1 • J~:;g<;,~rtr~Yllf ,\~~fc~f;;i~i ~1:~~!t~1!ff;eu~~J. tzi ~f~f. :';~101 ;. conforms to U8C-97 AnVer: 1.04 (1L) -8 CamEuTrus Inc. M.ANllfACTllRING , ENGINEERING. COMPllTER 6Y$TEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1-7 BOTTOM CHORDS: 2x 4 OF #1 1-7 WEBS: 2x 4 OF STUD 2 2x 4 OF STANO 3-14 2x 6 OF STUD 1, 15 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. I· .. _ .. ..:...-~ . r_. 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 33'-.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" o.c. LOADING LL( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF 12 0.25- DL ON BOTTOM CHORD= 10.0 PSFll TOTAL LOAD• 40.0 PSFll ll5 PSF REDUCTION T Al<EN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI SINGLE MEMBER FORCES 4WRGD T 1• -2975 B 1• 0 W 1· -1132 W 9• -274 T 2= -4841 B 2c 3152 W 2• 3115 W10• 1170 T 3• -5531 B 3• 4935 W 3• -896 W11• -698 T 4= -5245 B 4= 5558 W 4= 1776 W12• 1843 T 5• -5245 B 5• 4158 W 5• -513 W13• -997 T 6= -4049 B 6= 2359 W 6= 629 W14= 2440 T 7• -2211 B 7• 0 W 7• -162 W15• -1132 W B• -333 LEFT• 1155 RIGHT• 1155 BEARING AREA REQUIRED [SQ. IN) JOINT 9 1.85 OF/ 2.85 HF/ 2.72 SPF JOINT 16 1.85 OF/ 2.85 HF/ 2.72 SPF MAX LL OEFL • -.671" MAX TL DEFL =-1.174" MAX HORIZ. L MAX HORIZ @12 L/240 • 1.621' @12 L/180 = 2.161" ,094" @16 "@16 fxl'.. 1~ ELt-1 FILE NO.:G4 ~f DATE: 10/30/1998 DES. BY: AW SEQ.: 504845 C-3x9.4 C-2.5x7.7 C-5x11.9 [S) WARNINGS: 1. RNd an 0.-awal Notff and Warning• before oonstruc:t1on of tnlHn. 2. Build• and .-.ctlon oontraotor should be advfted of all G.r1eral Notu and Wamlng• before oonnruatlon oommllloet. 3. 1lC'3 oomprfftlon w.t> bradng mutt be inttabd whw• shown +. 4'. An lateta! fol'Ofl ,...Jl11ng -'•monts such H ternpon.ry and permanent bradng, must b• d .. tgned and provfd.d by dHfgnw of complete structure. Computru1 aHumn no rHponslbmty for such bradng. 6. No load should be appRed to any oompon.-it untN aft« an bracing and fartenwt are complete, and at no tlm• shoutd any loads or._t., than design loads be appn~ to any oompontnt. 6. Computrus has no control over and atsumes no rnpon1lbltlty for the fabrication, handUng, shlpm.-rt and lnstaflatlon of components. 7. This desJgn Is furnish~ subject to th• Rmh:atlons on tniu de,fgns Ht forth by th• Truss Plate ln111tute 1n•sraclng Wood Truuff, HS8·91•, • copy of which win be fumlshad by Computrus upon Nq'Jffl. C-3x9.4 C-2.5x7.7 C-3x9.4 33-00-00 This .~esiqn prepared from computer input by BILLY@ CALIFORNIA TRUSS CO. General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desi9n assumes the !OJ) and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non·corrosive environment, and are for ·dry condition" of use. 6. Design assumes lull bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is p,rovlded. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate s12e of plate in inches, 10. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211. , , . J~~g<;.~'l'J'l\'lli ,~afc~f;Ji~i ~1::~!t~~!ff~"ud.~;l'. ~ gf~; :9~101;. conforms to UBC-97 AnVer: 1.04 [1L) -8 MANLi,:ACTllAING. ENGINEERING. COMPL1TER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2X 4 OF #2 1-7 BOTTOM CHORDS: 2x 4 DF #1 1-7 WEBS: 2x 4 DF STUD 2 2x 4 DF STANO 3-14 2x 6 OF STUD 1, 15 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. . ---~ .... , ( 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 33'-.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" o.c. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF 12 0.25- DL ON BOTTOM CHORD= 10 .O PSFII TOTAL LOAD• 40.0 PSFII 115 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. (2) C-l.5x2.6 or equal at uprights. ANSI/TPI SINGLE MEMBER FORCES 4WRGD T 1• -2975 B 1• 0 W 1--1132 W 9• -274 T 2= -4841 B 2= 3152 W 2= 3115 W10= 1170 T 3• -5531 B 3• 4935 W 3• -896 W11• -698 T 4= -5245 B 4= 5558 W 4= 1776 w12 .. 1843 T 5• -5245 B 5• 4158 W 5• -513 W13• -997 T 6= -4049 B 6= 2359 W 6= 629 W14= 2440 T 7• -2211 B 7• 0 W 7• -162 W15• -1132 W 8• -333 LEFT• 1155 RIGHT• 1155 BEARING AREA REQUIRED (SQ. IN) JOINT 9 1.85 OF/ 2.85 HF/ 2.72 SPF JOINT 16 1.85 OF/ 2.85 HF/ 2.72 SPF MAX LL OEFL • -.671" MAX TL OEFL =-1.174" MAX HORIZ. LL OEFL • MAX HORIZ. TL DEFL = C-2.5x7.7 @12 L/240 • 1.621" @12 L/180 = 2.161" .094" @16 .164" !HS C-3x9.4 1-3xll I~ Scale: FILE NO.: G4A ~4--A DATE: 10/30:199? DES. BY: /JW SECl.: 504846 C-3x9.4 C-2.5x7.7 C-5x 11. 9 (S) WARNINGS: 1. Read an GenenJ Not .. and Warning• before construction of truun. 2. BuJldw and w.ctlon oontnotor should b• advised of all Genwal Notff and Wamlngt befor• oont1ruatlon oommwtoes. 3. 1x3 oompr.-ston web bradng murt be lnstaftitd wh.,. shown+. 4. AH literal fore. l'ffl1'11ng ltlemttnt1 such as t•mporary and pHrMnant br.dng. must b• dnlgned and provided by dnlgnw of oomplet• structure. Computrus at.-umes no rHponslbmty for such bndng. 6. No load should b• appU.d to any compon-,t untn aftitr an braclng and fasten.,.. are comphrte, and at no time should any loads grMt.,. than dHlgn loads be applled to any oomponent. 6. Computru, has no control over and a11umH no rnpon1lbRlty for the fabrication, handling, shipment and lnstallatlon of oomponentl, 7. Thi• dnlgn 11 fumlshlKI subJ&oct to th• llmltatJont on truH dnlgns Ht forth by th• TN11 Plat• Institute m·sradng Wood Trus,n. Hm-s1·. • copy of wh!ch wm be tum11hed by Computrut upon requ"1:. C-3x9.4 C-2.5x7.7 C-3x9.4 33-00-00 CALIFORNIA TRUSS CO General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Design assumes the 1011 and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1. 04 (1L) -8 2'-0 o.c. and at 12'·0· o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage Is provided. 8. Plates shall be located on both faces of truss, and placed so their center tines coincide with joint center lines. 9. Digits indicate sire of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~-~~~~~i,';,-.°N~/§.~~J~ Plate is indicated by the prefix "CN", the designator (18) indicates 18 ga. material is used. All others are 20 ga. MANl'FACfllRtNG • ENGINEERING • COMPLITER SYSTEMS • I 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 DF #2 1-6 BOTTOM CHORDS: 2x 8 DF #2 1-6 WEBS: 2x 4 DF STUD 2 2x 4 OF STAND 3-12 2x 6 OF STUD 1, 13 111111111111111111111111111 IIIII IIII 1111 TRUSS SPAN 33'-.oo· LOAD DURATION INCREASE• 1.25 + SPACED ;3.6.J)" O.C. LL ( 20.0) +DL ( 10.0) DL ON LOADING ON TOP CHORD• BOTTOM CHORD• TOTAL LOAD• ( 2 l complete trusses required. 30.0 PSF 5.0 PSF 35.0 PSF T 1• T 2= T 3• T 4= T 5• T 6= ~ ANSI/TPI 2 MEMBER FORCES 4WRGD -5676 B 1• 0 W 1--1692 W B• 1614 -8652 B 2= 5952 W 2= 5626 W 9= -940 -9124 B 3• B772 W 3• -126B W10• 3158 -9124 B 4= 7578 W 4= 2780 W11= -1464 -7416 8 5• 4422 W 5• -604 W12• 4452 -4182 B 6= 0 W 6= 364 W13= -1692 W 7• -482 LEFT= 1732 RIGHT= 1732 BEARING AREA REQUIRED (SO. IN) TC MAX PURLIN SPACING 24" OC, UON. WJoin together with 16d Box nails staggered at 12' oc throughout top chords. 12· oc throughout bottom chords, 12' oc throughout webs. JOINT 8 2.77 DF / 4.28 HF/ 4.0B SPF BC MAX PURLIN SPACING 120" OC, UON. , 12 0.25- JOINT 14 2.77 DF / 4.28 HF/ 4.08 SPF MAX LL OEFL = -.563" @11 L/240 = 1.621' MAX TL DEFL • -.986" @11 L/180 • 2.161' MAX HORIZ. LL DEFL = .062" @14 MAX HORIZ. TL DEFL • . 108" @14 ~· (~~~M. ) C-3x6 C-3x9.4 Scale: 1/4" , OB NAME: DB(, GIRDEB FILE NO.: GG4 "-t-t DATE: 10/30~99i DES. BY: /Jw SEO.: 504847 C-4x7.7 C-2.5x6 WARNINGS: 1. RMd an Genenil NotH and Warning• b•fore oont1ructlon of tNnff. 2. BuUd..-and er.at.Ion oontractor should bo advfted of an GWJeral Notes and WamJng, before constnrctlon oommenon. 3. 1x3 compression wRb bracfng must b• &nstaffed wher• shown +. 4. An lateral force-f*Slstlng ••ments such as temporary and ptrman-,it bracing, must b• d.slgned and provided by designer of oompJ.t• structure. Computrus auumff no rnponslbmty for tuch bracing. 6. No load thould be appH.cl to any oomponent untn after aD bradng and fasten.,. ar• oompl.t•, and at no tlm• thould any loads grnter than dfflgn loads be appR.cl to any compon-,t. 6. Computn.is hH no control ovw and attumff no respontlbUtty for the fabrication, handltng, shipment and tnttaffatlon of compon«its. 7. Thi• design Is furnish.cl subJect to the Imitations on tn.itt dHtgns Ht forth by the Truu Plat• lrurtftut• h,·Bradng Wood Truss", H1B~e1•, • copy of which wm be furnished by Computn.is upon raquest. C-3x6 C-3x7.7 CN18-9x 13. 6 (S)_ 33-00-00 is design prepared from computer input by BILLY@ CALIFORNIA TRUSS CO. General Notes, unless otherwise noted: 1. Design to support loads as shown, Oes i gn 2. Design assumes tho to~ and bottom chords to bo laterally braced at 2'-0 o.c. and o,t 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required whore shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assume~ trusses are to be used in a non·corrosive environment, and are for "dry condition· of use. 6. Design assumes full bearing at alf supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is p,rovided. 8. Plates shall bo located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10, For basic design values of the Computrus Plate, indicated by the prefix 11. ~~-e~~~~ir~.0N~iie1~~~ Plate is indicated by the prefix ·cw. the designator (18) i~dicates 18 ga. material is used. All others are 20 ga. conforms to UBC-97 AnVer: l .04 (1L) -B MANUFACTllRINQ. ENGINEERING, COMPllJER SYStEM'3 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRAOE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STAND 2-4 2X 6 OF STUD 1, 5 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C. UON. if I 12 0.25- C-1.5x2.6 C-2.5x7.7 12-01-00 111111111111111111111111111 IIIII IIII IIII TRUSS SPAN 12'-1.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. C-3x9.4· ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER -836 B 1• -836 B 2= FORCES 0 W 1• 0 W 2= W 3• W 4= W 5• 423 RIGHT • 4WRGD -393 858 -362 867 -393 423 BEARING AREA REQUIRED (SQ. IN) JOINT JOINT 4 .68 OF/ 1.04 HF/ 1.00 SPF 6 .6B OF/ 1.04 HF/ 1.00 SPF MAX LL DEFL • -.039" MAX TL DEFL • -.068" MAX HORIZ. LL DEFL = MAX HORIZ. TL DEFL • @ 5 L/240 • @ 5 L/180 • .002·@ 6 .003"@ 6 .575" .767" Ibis ctesig~~!'l;!J:Jared from computer input by BILLY @ CALIFORNIA WARNINGS: General Notea:, unless otherwise noted: FILE NO.:H4 \;~ DATE: 10/30/1998 DES. BY: M SEQ.: 504850 1. Rnd al Gantnl Notff and Wamlr,ga: before oonl'tNC1lon of trussH. 2. BuUdw and erection contractor should be advf•ed of atl Gen..t Notff and Warning, b•for• oonstruatlon oommenon, 3. 1x3 comprHslon wtb bradng must b• lnnahed whwe shown +. 4. AU lateral fore. rHlstlng .iementt ,uch H temporary and permanent bracing, must be dHlgned and provided by designer of complet• structure, Computn,1 HIUmH no ,.,pon,Jbmty fot such bradng, 6. No load 1h01.1td be applled to any oompontnt untn aftw an bradng and fast.n.,.. are compl..C•, and at no time should any loads grnter than dHlgn loads b• appned to any componwit. 6. Computrus has no control over and assumes no retponslbmty for the fabrication, handtlng. sh1pmwit and lnstaRatlon of oomponenb. 7. ThJ• dn1gn Is fum11h.cl subj.ct to the Amhatlons on tN .. designs Ht forth by th• TruH Pf•t• Institute 1n·arac1ng Wood TntH"• Hts-91·, • copy of whk:h wll be fumhhitd by Computnn upon r.qufft. 1. Design to support loads•• shown. Design 2. Dosisn assumes tho top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss rs the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for ·dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of tho Computrus Plato, indicated by the prolix 11. ~~;, ~~~~~i£·.° N~i'?ie~~~~ Plate Is Indicated by the prolix •cw, the designator (18) indicates 18 ga. material is used, All others are 20 ga. conforms to UBC-97 An Ver: 1. 04 (1Ll -8 MANL•FACTLIRING • ENGINEERING • COMPl•TER SYSTEMS • 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STANO 2-4 2x 6 OF STUD 1, 5 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. ~--· 12 0.25- 1111111111111111111111 111111111111111111 TRUSS SPAN 12'-1.00" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+0L( 10.0) ON TOP CHORD -30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD~ 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER -836 8 1• -836 B 2= FORCES 0 W 1• 0 W 2= W 3• W 4= W 5• 423 RIGHT• 4WRGD -393 858 -362 867 -393 423 BEARING AREA REQUIRED (SQ. IN) JOINT JOINT 4 .68 OF/ 1.04 HF/ 1.00 SPF 6 .68 OF/ 1.04 HF/ 1.00 SPF MAX LL DEFL • -,039" MAX TL OEFL • -.068" MAX HORIZ. LL DEFL MAX HORIZ. TL O~FL • @ 5 L/240 • @ 5 L/180 • ,002" !l 6 .003"@ 6 .575' .767" '\-(2) C-l.5x2.6 or '-equal at uprights. t[ Scale: 3/8" . JOB NAME: STO FLAT FILLE.11 FILE NO.: H4A \,-\ ~I\ DATE: 10/3~/1T98 DES. BY: A~ SEQ.: 504851 r ,. C-1.5x2.6 C-3x9.4 C-2.5x7.7 12-01-00 ,l, WARNINGS: 1. R .. d al Ga,nwal Not .. and WamJngs b•for. construction of tNHN. 2. Bultder and er.ctlon contraotor should b• advlted of all Oen.-a1 Notn and Wamlng, b•fore oonttructlon oomm-,OH, 3, 1 x3 oomprn1fon web bradng mutt b• Jnstafted wh..-• shown +. 4. An lat11ral force rfflrtfng elements such H temporary and p«man.nt bracing, must be dulgned and provld.cl by dulgnw of oompl-1• structur•. Computru, assumH no ,.,ponslbmty for such bracing, 6, No load should be appnlKI to any oompontnt untll after an bracing and fatteners are comple-t•. and at no tlm• should any loads gruter than dulgn loads b• appll.d to any component. 6. Computrus has no control ove-r and assum" no tesponslblHty for 1h• fabrl0111lon, handUng, shlpmtN'lt and lnt1allatlon of componan1S, 7. Thi• dulgn Is furnish~ subject to th• Uml1atlons on truss desJgns se1 forth by 1h• Truss Plat• lnstltut• ln·Bradng Wood TruHH, Hm-s1•, a copy of which wm b• fumlsh..cl by Computrus upon ,-quHt. his_(1_e_siqn prepared from computer input by BILLY @ CALIFORNIA TRUSS CO Gener&l Notes, unless otherwise noted: 1. Design to support loads as shown, Design 2. Desi9n assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss rs the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non--corrosive environment, and are for ·dry i:ondition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is P.rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10, For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C,8.0. R.R. 4211. 11 ' J~ig~~fcfrWll\' ,1~~fc~f;;i~i ~!:~!t:.':f!ff~euds~~-~ff ~f~~ :~~io1~~- conforms to UBC-97 AnVer: 1.04 (1L)-B CamEuTrus Inc. MANLIFACTllRING , ENGINEERING , COMPlllER ~'l'l'HEMo; , 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S} TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 DF STAND 2-4 2x 6 OF STUD 1, 5 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. 0 0 I .... 0 I N Scale: 3/8" . -........ : .. J_OB NAME: STD FLAT FILE NO.: J4 :s-'\ DAT~: 10/30/~99/ DES. BY: A'W SEO.: 504854 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 12'-.oo· LOAD DURATION INCREAS~ • 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+0L( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI T 1• T 2a LEFT• SINGLE MEMBER -636 B 1• -636 B 2• FORCES 0 W 1• 0 W 2• W 3• W 4• W 5• 420 RIGHT• 4WRGD -390 666 -360 674 -390 420 BEARING AREA REQUIRED (SO. IN) • JOINT 4 .67 OF/ 1.04 HF/ .99 SPF 12 0.25- C-1.5x2.6 C-2.5x7.7 12-00-00 WARNINGS: 1. RHd aR Gvieral Notff and Wamlng• before oonstruo11on of tN""· z. BuRdtit and wectlon oon1raotor should b• advl•ad of aU Genwal Notff and Warnings befor. oonstruotlon oommenOM. 3, 1,:3 comprff•lon web bradng must b• lnstalled wh•• shown +, 4. An lateral force ras1stlng elemllftb •uch •• temporary and pwman.nt bnidng, mun be dnlgnad and provided by dMlgnw of oompla1:• structure, Computn.i, .. ,umH no tHponslbmty for tuoh bracing. 6. No load 1houfd be appUed to any oomponent t.W'ltll afttr an bradng and fal1.nwa: ar• compl.-te, and at no tlm• should any loads grotw than design loads be appUffl to any componfflt. 6. ComputNS has no control ov• and auumn no rosponslbmty for th• fabrfcatlon, handllng, shfpmerrt and lnstanatlon of components. 7. Thi• dnlan Is fumJshffl subj.et to th• Imitations on tn.111 designs set forth by th• Truu Plat• lnl'tttut• 1n·Braolng Wood 'rNUH, HJB-91 •, a copy of which wnl b• furnished by Computrus upon ~nt. JOINT 6 .67 OF/ 1.04 HF/ .99 SPF C-2.5x4.3 MAX LL OEFL • -.024" MAX TL DEFL • -.042" MAX HDRIZ. LL DEFL • MAX HORIZ. TL DEFL • @ 5 L/240 • @ 5 L/180 • ,001" !l 6 .002" !l 6 Thi1; __ Q~repared from computer input bv BILLY CALIFORNIA TRUSS CO .571" . 761" General Note,, unle:ui: otherwise noted: 1. Design to support loads as shown. Design 2. Desi9n assume• the top and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.04 (1Ll -B 2'-0 o.c. and at 12'·0· o.c. respectively. 3. 2x4 lm1>•ct bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non .. corroaive environment, and are tor •dry condition· of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assume!? adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate ,;,ize of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix •c•, see I.C.B.O. R.R. 4211. 11 • J~~g<;,~·w:~¥~i i~~1c:;;,!1~i ~1:~~!t~f!ff!"uds~d. tz1 ~{~~fa :9~io1';.. MANl'FACTt.'RlNG , ENGINEERING • COMPllJER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STANO 2-4 2x 6 OF STUD 1, 5 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. t:-M ·-·· 12 0.25- 111111111111 111111111111111 IIIII IIII IIII TRUSS SPAN 12'-.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL ( 20.0)+DL( 10.0) ON TOP CHORD" 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFH TOTAL LOAD• 40.0 PSFM H5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER -636 B 1• -636 B 2= 0 0 FORCES W 1• W 2= W 3• W 4= W 5• 420 RIGHT • ¥ 4WRGO -390 666 -360 674 -390 420 Cl BEARING AREA REDUIRED (SD. IN) JOINT 4 .67 OF/ 1.04 HF/ .99 SPF JOINT 6 .67 OF/ 1.04 HF/ .99 SPF MAX LL OEFL • -.024" MAX TL DEFL • -.042" MAX HDRIZ, LL DEFL MAX HORIZ. TL DEFL • !! 5 L/240 • !! 5 L/180 • .001" @ 6 .002" !! 6 .571" .761" (2) C-l.5x2.6 ·or equal at uprights. Scale: C) C) I ...-t C) I N J_O~ FILE NO.: J4A C--OxT~,7 r--r- FLAT FILLED J-rp.. DATE: 10/3~/1l98 DES. BY: ~'W SEO.: 504855 C-1.5x2.6 C-2.5x7.7 12-00-00 WARNINGS: 1. RNd all Genwal Notu and Warning• before oonstruatlon of tntu ... 2. Butrdw and erection oontractor should b• advfHd of al General NotH and Wamlng• b•for• oonttNctlon commliftoet. 3. 1x3 oomprHslon w.t, bniolng must b• lnttafled wh .. 1hown -t-. 4. Al fat.-al forc. rfflt11ng elements sud\ as t•mporary and pennan«1t bRclng. must be dfflgn~ and provldM by designer of oompl.t• structure. Computru1 HsumH no rHponslbmty for 1udl bracing, 5. No load should b• appUttd to any component untn after al bracing and futenen are oompl*1:e. and at no time should any loads QTQt• than design loads be appUed to any component. 6. Computrut has no control ovw and astUmes no responstbmty for th• fabrication, handtlng. shipment and lnrtalatlon of components. 7. TN• design I• furnish*<! tubJIICt to the Jlmhatlons on trun dHlgns Ht forth by the Trutt Plate lnrtltut• Jn•aradng Wood TNHH, HlB-91·. a copy of which wm be fumlsh*<t by Computnu upon requHt. C-2.5x4.3 This_(Jg~epared from compute miut by BILLY!! CALIFORNIA TRUSS CO. General Notes, unless otherwise noted: 1. Design to support loads as shown. Oes i gn 2. Design assumes the toJ:! end bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively, 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibihty of the respective contractor, 5. Design assumes trusses are to be used in a non·corrosive environment. and are for "'dry condition"' of use, 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage Is J:!rovlded. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines, 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.8.0. R.R. 4211, 11 • J~~g~~rt.~\~i i~dic~f;;i~i ~1:~~!t~!ff!~s~d. ~ gf~~ :~~iot~. conforms to UBC-97 An Ver: 1 . 04 ( ill -8 CamEuTrus Inc. MANllFACTllRING, ENGINEERING. COMPUTER SYSTEMS 111111111111111 __.... •. ., •••.. ,,,,. .. ,-:,< --:,,~;f!,.<[it";,;,,;:t,, ,;,,,.; • .. 111111111111 111111111111111 IIIII IIII IIII ,./ LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x 4 OF #2 1, 2 WEBS: 2x 4 OF STAND 2-5 2x 6 OF STUD 1 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. 12 0.25- TRUSS SPAN 11'-9.oo· LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFM M5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER -735 B 1• FORCES 0 W 1• 754 W 2= 0 B 2= 412 W 3• W 4= W 5• RIGHT• 4WRGD -3B2 756 -101 -790 -164 410 BEARING AREA REQUIRED (SQ. IN) JOINT JOINT 4 .66 OF/ 1.02 HF/ .97 SPF 6 .66 OF/ 1.01 HF/ .97 SPF MAX LL DEFL • -,031" MAX TL DEFL • -.055" MAX HDRIZ; LL DEFL ~ MAX HORIZ. TL DEFL • @ 5 L/240 • @ 5 L/180 • .005"@ 6 .009" @ 6 .558" .744" < C..:'3x7 .-7 18']~ ' .. ER:::: I I r'E = I -....._____ f C-2.5x4.3 C-1.5x2.6 ( I FILE NO.: K4 ~ DATE: 10/30/1998 DES. BY: ~yJ SEQ.: 504859 C-2.5X4.3 11-09-00 WARNINGS: 1. Rud aR Gtnttal Notes and Warning• befor'* construction of tntt1n. 2. BuRdor and ..-.ctlon contractor 1houfd be adfflR of an O.Owal Notn and Wamlng• b•for• oonstruotlon oommenoes. 3. 1 x3 oompr.sslon web bracing mutt be ktstarted where thown +. 4. Ah lat..,..1 fore. rHlsttng elemffl11 tuch H temporary and perma:nllf'lt bradng, must b• dHlgnad and provfd.d by d"lgnw of 00mptet• ..Cructura. Computru, asrumff no rffpon11bmty for such bradng, 5. No load should be appU.cl to any component untn aftlt' an braclng and fasten.,. are oomplet•, and at no time should any loads gruter than dfflgn loads be appRed to any compon..rt, 8. Computru• hH no control over and .. ,um" no l'flponstbmty for the fabrication, hancfflng, shipment and lnstalla11on of componitnts. 7, Thi• dHlgn I• fumtshed 1ubJ~ to th• l!mttatlon• on truH dnlati• Ht forth by 1h• Truss Pl•t• tnsthute 1n•eradng Wood Tn,Hff, Hm-01·, a copy of which wH1 be furnl•he-d by Computrut upon requHt. l:!1~ design prepared from computer input by BILLY CALIFORNIA TRUSS en General Notes, unless otherwise noted: 1. Design to support loads as shown. Design 2. Desi9n assumes the 1011 and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5, Design assumes trusses are to be used in a non-corrosive environment, and are for •dry condition• of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumec adequate drainage is J:!:rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C,8,0. R.R. 4211. 11. The Computrus Net Section Plate is indicated by the prefix "CN", the designator t 1 Bl indicates 18 ga. material is used. All others are 20 ga. conforms to UBC-97 An Ver: 1. 04 (1L) -B MANLIFACTLIRINO , ENGINEERING. COMPllTER 5'1'6TEM6 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 OF #2 1-4 BOTTOM CHORDS: 2x 4 DF 12 1-3 WEBS: 2x 4 DF STAND 2-8 2x 6 OF STUO 1 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<• 12"0C, UON. c-2-; .s!c:i ~ 7 · ![ p 1, . c::, I ..... Scale: 3/8" . ,,LOB NAME: STD FLAI C-3x9.4 ,, 1111111111111111111111111111111111111111 "' TRUSS SPAN 23'-6.50" LOAD DURATION INCREASE• 1.25 SPACED 24.0" O.C. LOADING LL( 20.0)+DL( 10.0) ON TOP CHORD• 30.0 PSF DL ON BOTTOM CHORD= 10.0 PSFM TOTAL LOAD• 40.0 PSFH H5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 12 0.25- C-2.5x6+ C-5x6 (S) 23-06-08 T 1• T 2= T 3• T 4= ANSI/TPI 0 -2538 -2308 0 LEFT" SINGLE MEMBER FORCES B 1• 2219 W 1• -177 B 2= 2839 W 2= -2313 B 3• 1932 W 3• 403 W 4= -326 826 RIGHT• 4WRGD W 5• W 6= W 7• W 8= 822 BEARING AREA REQUIRED (SQ. IN) -576 505 -2036 -177 JOINT JOINT 6 1.32 OF/ 2.04 HF/ 1.94 SPF 9 1.31 DF / 2.03 HF/ 1.93 SPF MAX LL DEFL = -.202"@ 7 L/240 = 1.148" MAX TL OEFL • -,351"@ 7 L/180 • 1.531" LL DEFL • .052"@ 9 TL OEFL = .090" @ 9 C-3x7.7 C-2.5x4.3+ t:11!; _design prepared from computer input by BILLY @ CALIFORNIA TRUSS CO WARNINGS: General Notes, unless otherwise noted: FILE NO.: M4 yY\'\ DATE: 10/30/,199i DES. BY: ~'r-j SEQ.: 504863 1. Rud an Genenl NotH and WamJngs b•fore oonstrucrtlon of tNHH. 2, BuUder and erection oon1ractor shoufd b• advised of an General Notff and Warnings b•fore oonnructlon comm.non:. 3, 1 x3 compru,lon with bracing murt b• lnstaDtd wh.,. shown + • 4. All lateral forcti ntslnlng <Rl•m.nts such •• temporary and pwman.c,t bnidng, must be design~ and provld~ by dHlgnw of oompl.-t• structur•. Computtu1 as,umes no rHponslbmty for such bracing, 6, No load should be appllitd to any componW1t untn aft• an bradng and fast«a«s are complet•. and at no tlm• should any loads grotw than design loads b• appUe-d to any compon.nt. 8. Computrus hH no control ovw and assumM no rffponslblltty fot th• fabrication, handnng, shipment and lnstan.tlon of componffltt, 7. This dMlgn I• fumlshe-d subject to th• Amltatlons on truts dHlgns Ht forth by th• Truu Plat• lnstltut• ln"Bradng Wood Tru1Hs, HIB,91 .. , a copy of whJeh wDI b• fumfshad by Computnn upon nqu"1, 1. Design to support loads as shown. Design 2. Design assumes the top and bottom chords to be laterally braced at 2'·0 o.c. and at 12'·0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is P.rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10, For basic design values of the Computrus Plate, indicated by the prefix "C", see I.C.8.0. R.R. 4211. 11 · J~~9<;,~";"J~\'lH' ;~af c~fe";i~i ~1:~~!1~~t!ff~eis~c\'. t,t:~ gf~;:, :~~;·ot~;,. conforms to UBC-97 AnVer: 1.04 (1L) -B MANltFACTURING , ENGINEEA1NO • COMPl'TEA SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (S) TOP CHORDS: 2x 4 DF #2 1-5 BOTTOM CHORDS: 2x 8 OF #2 1-5 WEBS: 2x 4 OF STAND 2-10 2x 6 DF STUD 1, 11 TC LATERAL SUPPORT<= 12"0C, UON. BC LATERAL SUPPORT <• 12"0C, UON. C-3x7. 7 " 111111111111 1111111111111111111111111111 --J TRUSS SPAN 20'-6.50' LOAD DURATION INCREASE• 1.25 + SPACED 24.0" O.C. LL( 20.0)+DL( 10.0) DL ON LOADING DN TOP CHORD • BOTTOM CHORD TOTAL LOAO • 30.0 PSF 5.0 PSF 35.0 PSF Loads as given BC CONC LL+DL= 1000.0 LBS~ 4' 11.3' C-2.5x6+ I 2) complete trusses required. WJoin together with 16d Box nails staggered at 12' oc throughout top chords, 12• oc throughout bottom chords, 12' oc throughout webs. C-5x6 (SJ 0.25' 12 -0.25 C-2.5x4.3+ C-2.5x7.7 C-2.5x6 CN18-9x 13. 6 (SJ ANSI/TPI 2 MEMBER FORCES 4WRGD T 1• -3506 B 1• 0 W 1• -1460 W 7• -226 T 2= -3808 B 2= 3570 W 2= 3768 W 8= 1302 T 3• -3338 B 3• 3814 W 3• -380 W 9• -748 T 4• -3338 B 4• 2122 W 4~ 264 W10• 2122 T 5• -1976 B 5• 0 W 5• -36 W11• -936 W 6= -520 LEFT• 1484 RIGHT • 954 BEARING AREA REQUIRED (SG. IN) JOINT 7 2.37 DF / 3.66 HF/ 3.49 SPF JOINT 12 1.53 DF / 2.36 HF/ 2.24 SPF MAX LL DEFL • -.055" @10 L/240 • MAX TL DEFL = -.169"@ 9 L/180 MAX HORIZ. LL DEFL • .009" @12 MAX HORIZ. TL DEFL = .030" @12 .998' 1.331 • C-2.5x6+ -1 C-2.5x6 C-2.5x4.3+ ~ \Ul,0,00/A._ @•\4':-;-1•.1-·4 L -L r 20-06-08 , Scale: 3/8" . JOB NAME: DBL GIRDER FILE NO.: Q4 Qt- DATE: 10/30/1998 DES. BY: AW SEG.: 504871 WARNINGS: 1. RHd al OeniNal Notff and WNnklg• before oon•tructlon of tNHff. 2. BuUd• and .,ectlon contractor ,hould be advf1.-d of atl G..-.eraJ Notff and Wamlng, before oonstructlon oomm-,oes. 3. 1x3 comprffslon web bradng must b• instaRed wh.,.. shown +. 4. An latltf'al force rnlstlng elem«1b tueh as temporary and permanent bracing, must be dfflgnitd and provided by d"tgnw of oompl.-t• nructure. Computru• aHUfflH no responstbRfty for •uch bradng. 6, No load 1houfd b• appn.d to any oomponwit untU aftw an bradng and falttnffl: ar• oomplet•, and at no tlm• should any load, grNtw than d .. lgn toads b• appllttd to any componwit. 6, Computrus has no control over and attumn no ,..ponslbtnty for th• fabrication, handUng, shlpm-,t and lnstanatlon of components. 7. This d"lgn I• fumlshed 1ubJ.ct to th• Rmttatlons on trun d"lgn1 set forth by th• Truu Plat• lnstftut• n•sradng Wood TNuff, HlB-91", a copy of which wm b• furnish~ by Cornputrv, upon re,qufft. This_d!lsign jiJJared trom computer input by BILLY @ CALIFORNIA TRUSS CO General Note,, unlcttt otherwise noted: 1. Design to support loads as shown. Design 2. Desl9n assumes tho top and bottom chords to bo laterally braced at 2'·0 o,c, and at 12'-0" o.c. respectively. 3, 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition· of use, 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is P-rovided. 8. Plates shall be locatei::t on both faces of truss, and placed so their center lines coincide with joint center lines. 9, Digits indicate size of plate in inches. 10. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~:·~~~~~ir~·s0i,~i'?ie~~~~ Plate is Indicated by the prefix "CN", the designator (181 indicates 1 B ga. material is used. All others are 20 ga. conforms to UBC-97 An Ver: 1 • 04 ( Ill -8 MANl'FACTllRINQ. ENGINEERING, COMPllTER S'r6TEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (5) TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x a OF #2 1. 2 WEBS: 2x 4 DF STAND 1-5 TC UNIF LL ( BC UNIF LL ( 111111111111111111111111111 IIIII IIII 1111 4-3-0 GIRDER TRUSS SUPPORTING 16-0-0 LOAD DURATION INCREASE• 1.25 + 40.0) +DL ( 140.0) +DL ( LOADING 20.0)• 115.0) = 60.0 PLF O' 255.0 PLF O' O". TO ,O" TO 4' 4. 3.o• VERT 3.o• VERT ANSI/TPI T 1• T 2= LEFT• SINGLE MEMBER FORCES 0 B 1• 590 W 1• 0 B 2= 590 W 2= 669 W 3• W 4a W 5• RIGHT• • 4WRGD -64 -721 720 -721 -64 669 BEARING AREA REQUIRED (SO. IN) 4 TC LATERAL SUPPORT<• 12"0C, UDN. BC LATERAL SUPPORT<= 12"0C, UON. JOINT JOINT 4 1.07 OF/ 1.65 HF/ 1.5B SPF 6 1.07 OF/ 1.65 HF/ 1.5B SPF 0 0 r.!.. 0 I ..... C-2.5x4.3 C-5x9.4 C-2.5x4.3 0 0 r.!.. 0 I ..... C-7x7.7 I C-3x7.7 4·'f (,TIYP) -) C-7x7.7 FILE NO.: RR4 ~~ DATE: 10/30/1998 DES. BY: ~w SEO.: 504877 4-03-00 WARNINGS: 1. RNd aa Genwal Notes and Wamln;t before oonrtruction of ttut, ... 2. Buldw and .-.ctlon oontnctor should be advised of aJI G.nwal Not" and Warnings before oon,truallon oommenoes. 3. 1:w:3 compr .. ,lon web b,.clng must b• lnstalted wh•• shown +. 4. AD lateral force rfffstlng .r•mwrt• 1ud1 H temporary and pwrnanent bracing, must b• dfflgned .nd prov1ditd by d ... lgnw of oompleit• structure. Computrut aHum" no rffponslbmty for 1uoh bracing. 6. No load should b• appRed to any component untU aftllf' an bradng and fHtffl.n are oomplet•, and at no time should any load• QrHtw than dHlgn loads b• appll.cl to any oompontnt. 6. Computrur has no control over and arrumn no ttsponrlbmty for th• fabrication, h•ndnng, shlpm«rt and Jnstahtlon of components. 7. This design 11 fuml•hed subj.ct to th• lmh:w1lon1 on tNH d"lgn1 Ht forth by th• Trun Plat• lnstltut• ln"'Bradng Wood Tn111", HlB-91"'. • copy of which wm b• fumlshHI by ComputN• upon nquHt. i;__desiqn prepared from Generel Note1, unless otherwise noted: MAX LL DEFL • -.005" MAX TL DEFL • -.009" MAX HDRIZ. LL DEFL MAX HDRIZ. TL DEFL • !! 5 L/240 • !! 5 L/1BO • .003" !! 6 .005" !! 6 !ULL Y !! CALIFORNIA TRUSS~CO, • 103• .244• 1. Design to support loads as shown. Design 2. 0esi$n assume• the to11 and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.04 (1Ll -W 2'·0 o,c, and at 12'·0" o.c, respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + 4. Installation of truss 1s the responsibility of the respective contractor. S. Design assumes trusses are to be used in a non--corroaive environment, and are for "'dry condition"' of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is ~rovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 0. For basic design values of the Computrus Plate, indicated by the prefix 11. ~~· ei~~~i~·:? N~ie~iiJ~ Plate is indicated by the prefix "CN". the designator ( 181 indicates 18 ga. material is used. All others ore 20 ga. Cami1uTrus Inc. MANllfACTl'AlNG • ENGINEERING. COMPUTER SYSTEMS 111111111111111 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL (SJ TOP CHORDS: 2x 4 OF #2 1, 2 BOTTOM CHORDS: 2x B OF #2 1, 2 WEBS: 2x 4 OF STANO 1-5 TC LATERAL SUPPORT<• 12"0C, UON. BC LATERAL SUPPORT<= 12"0C, UON. C-2.5x4.3 0 0 I a:, 0 I - Scale: 1/2" , C-7x7.7 JOB NAME: DBL GIADEB FILE NO.:S4 s"' DATE: 10/30/1998 DES. BY: ~~ SEQ.: 504878 111111111111 lllll 11111111111111111111111 TC UNIF LL ( BC UNIF LL ( 8-6-0 GIRDER TRUSS SUPPORTING 25-0-0 LOAD DURATION INCREASE• 1.25 + 40 .0) +OL ( 230 ,0) +DL ( LOADING 20.0)• 182.5)" 60.0 PLF O' 412.5 PLF O' .O" TO B' .o· TO a· ( 2) complete trusses required, 6.0' VERT 6.0" VERT ., -# ANSI/TPI 2 MEMBER FORCES -4WRGO T 1• 0 B 1• 3392 W 1--128 T 2= 0 B 2= 3392 W 2= -:'l608 W 3• 2252 W 4= -3608 W 5• -128 LEFT• 2008 RIGHT • 2008 BEARING AREA REQUIRED (SQ, IN) WJoin together with 16d Box nails staggered at 12· oc throughout top chords, 6' oc throughout bottom chords, 12· oc throughout webs. JOINT JOINT 4 3.'21 OF/ 4,96 HF/ 4.72 SPF C-5x9.4 C-3x7.7 8-09-00 WARNINGS: 1. RNd al Genitral Notff and Warning• before oonttructlon of trustff. 2, Builder and ..-.otlon oorrtraotor should b• advised of 1111 Genwal Notff and Wamlngt b•for• oont1ruotlon oommenoet, 3. 1 ,c3 oomprff1lon w.b braolng rnut1 b• JnstaHtd Wh•• 1hown +. •· Aa latent force rnls1lng Mmtn11 such H t•mponry and perman--,t bracing, must be da-slgna-d and provided by detlgn• of compllte structure. Computrut auumn no rMpon,lbmty for such bracing. 6. No load should b• appll.cl to any oomponfflt untn aft• an br1dng and fHtfflRn are complet•. and at no 11m• should any loads greater than dit1fgn foad1 be appUed to any oompontnt. 8. Computru, ha, no control ov« and Hl\lfflH no rapon•lblVty tor th• fabrication, handllng, sh!pment and JnttaMatlon of oomponM1tt. 7. TN• dHlgn 11 tuml1hMI subj.at to th• lmh:atlon1 on trun dfffgn1 set forth by the Tru•• Plat• fnttltut• ln·Br.c:fng Wood TrunH, Hm-e1·. • copy of whldl wffl be tumlthMI by Computrus upon requHt. 6 3.21 OF/ 4.96 HF/ 4.72 SPF C-2.5x4.3 C-7x7.7 0 0 I a:, 0 I - MAX LL OEFL • -.037" MAX TL DEFL • -.065" MAX HORIZ. LL OEFL MAX HORIZ. TL OEFL • @ 5 L/240 • @ 5 L/180 .011" @ 6 .019" @ 6 ~gesiqn prepared from computer input by BILLY@ CALIFORNIA TRUSS CO. Gener& Notes, unless otherwise noted: .396' .528" 1. Design to support loads as shown. Design 2. Oosi~n assumes tho tol) and bottom chords to be laterally braced at conforms to UBC-97 AnVer: 1.04 (ill -W 2'·0 o,c, and at 12'·0" o.c, rospectivoly, 3, 2x4 Impact bridging or lateral bracing roqulrod whore shown + + 4. Installation of truss 1s the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for '"dry condition'" of use. 6, Design assumes full bearing at all supports shown. Shim or wedge if necessary, 7. Design assumes adequate drainage is Rrovided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 1 O. For basic design values of the Computrus Plato, indicated by the prefix 11. ~\;;· c~:;,~i!.0 i-1:'/§e~~~~ Plato is indicated bv the prefix ·cw. the designator 118) indicates 18 ga. material is usod, All others are 20 ga. CarnguTrus Inc. MANUFACT\.IRlNG , ENGINEERING , COMPllTER SYSTEMS Web Joist Design Calculations & Material List JOB NAME Marriott Residence Inn 2000 Faraday Avenue Carlsbad, CA 92008 Standard Structures -. -. f''' ~;· . Inc. JOB N2 WJ 26951 See also attached Engineering Calculations for Building Department submittal and Code Authority approvals. In preparation of these shop drawings, Standard Structures, Inc & Web Joist NW Corporation have relied upon drawings or other information prepared and checked by representatives of the owner and cannot be responsible if the information furnished and/or changed is erroneous. Buyer or his agent shall approve the drawing dimensions, loadings, quantities and details, herein, and in the event of any conflict or variance between these drawings and the plans and/or field conditions, the approved shop drawing & details shall govern and shall supercede the information contained in the plans and/or specifications. August 17th, 1998 Cover Sheet Only ff>C ~ qq©Ot@ ~i,o~~~ 'I/Web Joist NW Corporation WlJ d d ENGINEEl~ING CALCULATIONS DESIGN INPUT 1202 Monte Vista Ave Ste 1 St an ar JOB NAME: Marriott Residence Inn (909) 981-0247 Off St r u c t u re 5 LOCATION· 2000 Faraday Avenue (909) 946-0739 fax I n c . · ____ ...;.._ ______ _ (888) 988-8804 WATS CITY: Carlsbad STATE: CA Tvoe Desianation: A. A1. B. F2. etc Web Joist™ Chord Stock: Depth: O.C. Snacim1: Lumber Desian STRESS LEVEL: Desian: LIVE LOAD: Partition LOAD: Ton Chord. DEAD LOAD: Bot. Chord DEAD LOAD: CAMBER: BUILDING CODE: 24'-0.00" 23' -1.00" TYPE "A" TL/J.. =LJ442 LL/J.. =L/589 I W:126.0PLF 21'-0.00" 20' -1.00" TYPE "A-1" TL/J.. :U820 LL/J.. :L/1093 1 W=126.0PLF l A A-1 A-3 A-4 WJ24 WJ21 WJ28 WJ24 18" 18" 18" 18" 24" 24" 24" 24" 100% 100% 100% 100% 40.0 40.0 75.0 40.0 NIA NIA NIA NIA 18.0 18.0 15.0 18.0 5.0 5.0 5.0 5.0 1.5 X D.L 1.5 X D.L 1.5 X D.L. 1.5 X D.L. U.B.C. U.B.C. U.B.C. U.B.C. 24'-0.00" 22' -8.50" r 18'' DEEP 1 8-3/4" GLBmvvvvvvvvsz~ 8-3/4" GLB 2X6 STUDS TYPE "A-4" TL 8 = U455 TOP CHD BRG @ l LL /J.. = L/607 BEAMS TYPICAL W:126.0PLF 21'-0.00" 19' -8.50" TL fl.= U529 LL/J.. = Ln05 TYPE "A-3" MECH.ROOM TRUSSES W:190.0 PLF .l l Marriott Residence Inn Carlsbad, CA Page 1 of 8 Pages These Web Joists are fabricated. by Web Joist NW C.Orporation in accordance with ICBO, PFC-3246. This analysis is to confum that the trusses, noted ab<We, conform to current Sweet's Joists specifications and code accepted. design properties. The loads, spans and spacings represent the worst conditions noted for each depth and loading condition, provided. by others. The engineering contained. herein is for components only for this project. The EOR for the project is responsible for the desip,n and details of the complete structure and the coordination of compo11e11t parts. ,_ JOB No. 4-98-7525 .JOB NAME: Marriott Residence Inn 2000 Faraday Ave Carlsbad, CA 92008 * PARALLEL TYPE A Ld C WJ28 * O.C. SPACING : 12.00 IN. * HORIZONTAL SPAN : 23 FT. 1. 00 IN. * TOP CHORD LD. : 143. 00 PSF * DEPTH : 18.00 * BTM CHORD LD. : 5.00 PSF * BTM TO BTM BEARING CONDITIONS * TOTAL LOAD : 148.00 PLF * 100% FLOOR -BLDG. CODE: I.C.8.0. * * a 100.93% CONTROL 1@ WEB 2 MFG. PLANT; WEB JOIST NORTHWEST, INC. 1630 BISHOP ROAD CHEHALIS, WA 98532 PHONE: 206-748-1173 * BTM. CHORD SLOPED 0.0000 IN./FT. * 103.50% CONTROL 7@ PIN 2 BfM *MAX DIST(IN.) OF PINS OFF BRG. SURFACE* ALLOWABLE LOAD: 149.4PSF: 149.4PLF * LEFT=0.00 RIGHT=0.00 * T.L. DEFL. : 0.60:L/ 461 * 1 REQD X 23.5 FT : 23.5 LIN. FT.* CAMBER : . IN. : L/ -------------------------------------------------------------------------------------------------------------- REACTIONS LEFT: 1774.2 LB. RIGHT: 1722.9 LB. L -1741 L -3830 L -5404 S -6360 S -7036 S -7038 S -6366 S -5406 L -3836 L -1747 L -1763\ -1721\ -1325\ -993\ -742\ -249\ 231\ 722\ 1269\ 1690\ 2189\ !\/\/\/\/\/\/\/\!\I\/\ / 2343/ 1844/ 1382/ 804/ 281/ -229/ -751/ -1015/ -1357/ -1790/ -1727 8 O L 2454 L 4369 L 5800 S 6840 S 7197 S 6889 S 5899 L 4504 L 2641 L 208 B -------------------------------------------------------------------------------------------------------------- 4-98-7525 PARALLEL TYPE A Ld C WJ28 DEPTH : 18.00 BEARING LOCATIONS BTM LEFT AT ( 1-0) TOP CHORD 1 REQ'D 1-2x4 MSR 2400f-2.0E CHORD LENGTH: 23 FT. 1.00 IN. TOP LEFT END: 5.25 PIN TO PIN : 22 FT. 11.00 IN. TOP PANELS 3@ 25.8333 4@ 30.0000 3@ 25.8333 Marriott Residence Inn BTM RIGHT AT ( 0-12) TOP RIGHT END: -3.25 2 ROWS OF BRIDGING AT PINS -BTM HORIZ. BRG. TO BRG. MAIN SPAN: 23 FT. 1.00 IN. PINS S=0.375" L=0.625" DRILL PATTERN TOP: 3L-5S-3L DRILL PATTERN BTM: 4L-4S-4L CAMBER : . I!L CAMBER PLATE : 0. IN. BTM PANELS 1@ 18.3214 2@ 26.0000 1@ 23.1786 3@ 30.0000 l@ 23.1786 2@ 26.0000 l@ 18.3214 BTM LEFT END: 8.25 PIN TO PIN: 23 FT. 1.00 IN. BTM RIGHT END: -2.25 8TM CHORD 1 REQ'D 1-2x4 MSR 2850f-2.3E CHORD LENGTH: 23 FT. 7.00 IN. re= o--3.3 1-10.6 4-o.4 6-2.3 8-s.3 11-2.3 13-8.3 16-2.3 18-4.1 20-5.9 22-7.8 23-1.0 BC: 0--2.3 1-4.1 3-6.1 5-8.1 7-7.3 10-1.3 12-7.3 15-1.3 17-0.4 19-2.4 21-4.4 22-10.8 23-7.0 -------------------------------------------------------------------------------------------------------------- 4-98-7525 PARALLEL TYPE A Ld C WJ28 DEPTH : 18.00 Marriott Residence Inn FT. TUBE REQD/JOIST 1.00019= 27.40 1.00018= 3.79 1.00016= 11.40 NMBR OIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL l 1.00016 L-L 16.500 l 1 1. 00019 s-s 21.639 1 l 1.00019 L-L 23.444 1 1 1.00016 L-L 24.656 1 1 1.00019 s-s 22.984 1 1.00019 L-L 18.963 l 1 1.00018 L-L 18.130 1 1 1.00019 s-s 21. 639 1 1.00018 L-L 23.326 1 1 1. 00016 L-L 24.780 1 1 1.00019 s-s 22.984 1 1.00016 L-1. 19.045 l 1 1.00019 L-L 18,061 1 1 1.00019 s-s 21.639 1 1 1.00016 L-l 23.208 1 1 1. 00019 L-L 24.905 l 1 1.00019 s-s 22.984 1 1 1.00016 L-L 16.621 1 1 1.00019 S-L 17.994 1 1 1.00019 s-s 21.639 1.00019 s-s 22.984 l 1.00019 S-l 18.881 CONTROLS l=TENSION WEB 2=COMP. WEB(L/R) 3:T+ MOM@ PANEL 4:Ct MOM@ PANEL 5:T+ MOM. @ PIN 6:Ct MOM. @ PIN 7=HANKIHSON EQ. T=TENSION C=COMPRESSION 4-98-7525 PARALLEL TYPE A Ld C WJ28 DEPTH : 18.00 o/c: 12.00 PSF TOP= 18.00 PSF BTM= 5.00 100% FLOOR PLF TOP: 18.00 PLF BTM: 5.00 t OR -EXTRA LOADS SHOWN BELOW DEFLECTION MAIN SPAN: 0.13 IN. : L/2065 EXTRA LOADS LBS. AT TOP PIN NUMBER : 500.00@ 1 500.00@ 2 REACTIONS LEFT: 1229.4 LB. RIGHT: 314.7 LB. Marriott Residence Inn 167.05% CONTROL 7@ PIN 2 TOP 170,93% CONTROL 7@ PIN 1 TOP L -769 L -1252 L -1423 S -1508 S -1528 S -1444 S -1255 S -1039 L -723 L -325 L -1219\ -758\ -150\ -96\ -47\ 30\ 105\ 179\ 267\ 334\ 408\ l\/\l\/\/\l\/\l\l\l\l\ I 1035/ 227/ 147/ 66/ -14/ -94/ -175/ -205/ -258/ -324/ -313 8 0 L 1083 L 1313 L 1462 S 1538 S 1509 S 1376 S 1139 L 850 L 487 L 38 8 4-98-7525 PARALLEL TYPE A Ld C NJ28 DEPTH : 18. 00 0/C: 12.00 PSF TOP: 18.00 PSF BTM= 5.00 100% FLOOR PLF TOP= 18.00 PLF BTM= 5.00 t OR -EXTRA LOADS SHOWN BELOW DEFLECTION MAIN SPAN: 0.21 IN. : L/1318 EXTRA LOADS LBS. AT TOP PIN NUMBER : 500.00@ 2 500.00@ 3 REACTIONS LEFT: 1136.1 LB. RIGHT: 408,0 LB. Marriott Residence Inn 143.95% CONTROL 1@ WEB 2 147. 77% CONTROL 7@ PIN 2 BTM L -1221 L -2338 L -2588 S -2542 S -2393 S -2140 S -1782 S -1436 L -973 L -428 L -1126\ -1202\ -593\ 2\ 76\ 151\ 227\ 301\ 399\ 465\ 539\ I\ I\ I\ I\ I\ I\·/\ I\ I\ i \I\ / 1643/ 830/ 11/ -64/ -143/ -223/ -304/ -311/ -364/ -432/ -406 8 0 L 1719 L 2579 L 2587 S 2493 S 2296 S 1994 S 1587 L 1152 L 644 L 49 8 4-98-7525 PARALLEL TYPE A Ld C WJ28 DEPTH : 18.00 0/C= 12.00 PSF TOP: 18.00 PSF BTM: 5.00 100% FLOOR PLF TOP= 18.00 PLF BTM= 5.00 + OR -EXTRA LOADS SHOWN BELOW DEFLECTION MAIN SPAN : 0.28 IN. : L/ 991 EXTRA LOADS LBS. AT TOP PIN NUMBER : 500.00@ 3 500.00@ 4 REACTIONS LEFT : 1042.8 LB. RIGHT : 501.3 LB. Marriott Residence Inn 148.13% CONTROL 2@ WEB 5 148.38% CONTROL 7@ PIN 4 TOP L -1120 L -2650 L -3531 S -3575 S -3259 S -2836 S -2309 S -1832 L -1223 L -531 L -1034\ -1101\ -1033\ -440\ 194\ 274\ 348\ 423\ 531\ 597\ 670\ /\/\!\I\/\I\/\I\I\/\!\ i 1508/ 1439/ 615/ -189/ -273/ -353/ -434/ -418/ -471/ -539/ -500 8 0 L 1577 L 3070 L 3706 S 3449 S 3082 S 2611 S 2035 L 1455 l 801 L 60 8 4-98-7525 PARALLEL TYPE A ld C ~IJ28 DEPTH : 18. 00 0/C= 12.00 PSF TOP= 18.00 PSF BTM= 5.00 100% FLOOR PLF TOP: 18.00 PLF BTM: 5.00 + OR -EXTRA LOADS SHOWN BELON DEFLECTION MAIN SPAN: 0.34 IN. : L/ 817 EXTRA LOADS LBS. AT TOP PIN NUMBER = 500.00@ 4 500.00@ 5 Marriott Residence Inn 126.28% CONTROL l@ WEB 6 127.09% CONTROL 7@ PIM 4 TOP JOB No. 4-98-6951 JOB NAME: Marriott Residence Inn 2000 Faraday Avenue Carlsbad, CA 92008 * PARALLEL TYPE A WJ24 * 0. C. SPACING : 24. 00 IN. * HORIZONTAL SPAN: 23 FT. 3.00 IN. * TOP CHORD LO. : 58.00 PSF * DEPTH : 18.00 * BTM CHORD LO. : 5.00 PSF * BTM TO BTM BEARING CONDITIONS * TOTAL LOAD : 126.00 PLF * 100% FLOOR -BLDG. CODE: I.C.8.0. *+OR -EXTRA LOADS SHOWN BELOW MFG. PLANT: WEB JOIST NORTHWEST, INC. 1630 BISHOP ROAD CHEHALIS, WA 98532 PHONE: 206-748-1173 * * 100.39% CONTROL 5@ PIN 4 BTM * BTM. CHORD SLOPED 0.0000 IN./FT. * 101.65% CONTROL 5@ PIN 9 BTM *MAX DIST(IN.) OF PINS OFF BRG. SURFACE* * LEFT=0.00 RIGHT=0.00 * T.L. DEFL. : 0.63=L/ 442 * 1 REQD X 24.0 FT: 24.0 LIN. FT.* CAMBER: . IN. : L/ EXTRA LOADS LBS. AT BTM PIN NUMBER : 125.00@ 6 REACTIONS LEFT: 1591.4 LB. RIGHT: 1577.9 LB. L -1571 L -3502 L -4981 S -5896 S -6594 S -6494 S -5819 S -4923 L -3465 L -1556 L -1580\ -1560\ -1217\ -925\ -718\ -120\ 303\ 731\ 1244\ 1647\ 2094\ /\I\/\/\I\I\/\I\/\I\/\ / 2114/ 1667/ 1264/ 749/ 321/ -269/ -701/ -910/ -1202/ -1545/ -1567 B O L 2263 L 4042 L 5392 S 6379 S 6675 S 6290 S 5328 L 3999 L 2242 L OB ------------------------------------------------------·------------------------------------------------------- 4-98-6951 PARALLEL TYPE A WJ24 DEPTH : 18.00 BEARING LOCATIONS BTM LEFT AT ( 1-0) TOP CHORD 1 REQ'D 1-2x4 MSR 2100f-l.8E CHORD LENGTH: 24 FT. 2.50 IN. TOP LEFT END: 5.75 PIN TO PIN: 23 FT. 3.00 IN. TOP PANELS 3@ 26.5000 4@ 30.0000 3@ 26.5000 Marriott Residence Inn BTM RIGHT AT ( 0-12) TOP RIGHT END: 5.75 2 ROWS Of BRIDGING AT PINS -BTM HORIZ. BRG. TO BRG. MAIN SPAN: 23 FT. 3.00 IN. PINS S:0.375" L:0.625" DRILL PATTERN TOP: 3L-5S-3L DRILL PATTERN BTM: 4L-4S-4L CAMBER : . IN. CAMBER PLATE = 0. IN. BTM PANELS 1@ 18.3214 2@ 26.5000 1@ 23.1786 3@ 30.0000 1@ 23.1786 2@ 26.5000 1@ 18.3214 BTM LEFT END: 2.12 PIN 10 PIN: 23 FT. 3.00 IN. BTM RIGHT END= 2.12 BTM CHORD 1 REQ'D l-2x4 MSR 2400f-2.0E CHORD LENGTH: 23 FT. 7.24 IN. TC: 0-5.8 2-8.3 4-10.8 7-1.3 9-7.3 12-1.3 14-7.3 17-1.3 19-3.8 21-6.3 23-8.8 24-2.5 BC: 0-2.1 1-8.4 3-10.9 6-1.4 8-0.6 10-6.6 13-0.6 15-6.6 17-5.8 19-8.3 21-10.8 23-5.1 23-7.2 4-98-6951 PARALLEL TYPE A WJ24 DEPTH : 18.00 Marriott Residence Inn FT. TUBE REQD/JOIST 1.00019: 27.45 1.00018= 7. 85 1. 00016= 7.53 NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL 1 1.00016 L-L 16.500 l 1 1.00019 L-L 24.656 1 1 1.00019 L-L 18.416 1 1 1.00016 L-L 24.656 1 1 1.00019 S-L 18.416 1 I 1. 00018 L-L 24.656 1 1 1.00018 L-L 18.416 1 8 1.00019 s-s 22.299 8 1 1.00018 L-L 18.416 1 l 1.00018 L-L 24.656 1 1 1.00019 S-L 18.416 1 1 1.00016 L-L 24. 656 . 1 1 1.00019 L-L 18.416 1 1 1.00019 L-L 24.656 1 1 1.00016 L-L 16.500 1 CONTROLS !=TENSION WEB 2=COMP. WEB(L/R) 3=T+ MOM@ PANEL 4=C+ MOM@ PANEL 5:T+ MOM. @ PIN 6:C+ MOM. @ PIN 7=HANKINSON EQ. T=TENSION C=COMPRESSION Marriott Residence Inn Carlsbad, CA Page 2 of 8 Pages JOB No. 4-98-6951 JOB NAME: * PARALLEL TYPE A-1 WJ21 * O.C. SPACING : 24.00 IN. * HORIZONTAL SPAN: 20 FT. 3.00 IN. * TOP CHORD LD. : 58.00 PSF Marriott Residence Inn 2000 Faraday Avenue Carlsbad, CA 92008 * DEPTH : 18.00 * BTM CHORD LD. : 5.00 PSF * 8TM TO BTM BEARING CONDITIONS * TOTAL LOAD : 126.00 PLF MFG. PLANT: WEB JOIST NORTHWEST, INC. 1630 BISHOP ROAD CHEHALIS, WA 98532 PHONE: 206-748-1173 * 100% FLOOR -BLDG. CODE : I.C.8.0. *+OR -EXTRA LOADS SHOWN BELOW * * 108.27% CONTROL 1@ WEB 4 * BTM. CHORD SLOPED 0.0000 IN./FT. * 111.66% CONTROL 1@ WEB 17 *MAX DIST(IN.) Of PINS Off BRG. SURFACE* * LEFT:0.00 RIGHT:0.00 * T.L. DEFL. : 0.38:L/ 632 * 1 REQO X 21.0 FT : 21.0 LIN. FT.* CAMBER : . IN. : L/ EXTRA LOADS LBS. AT BTM PIN NUMBER : 125.00@ 5 REACTIONS LEFT: 1410.0 LB. RIGHT: 1381.2 LB. L -1374 L -2972 S -3964 S -4843 S -5010 S -4681 S -3850 S -2895 L -1342 L -1401\ -1334\ -1018\ -859\ -306\ 78\ 462\ 850\ 1370\ 1806\ I\I\/\I\/\I\/\I\I\/\ / 1849/ 1413/ 887/ 499/ -47/ -431/ -822/ -987/ -1302/ -1372 B -O L 1922 L 3390 S 4520 S 5040 S 4960 S 4382 S 3300 L 1877 L -O B 4-98-6951 PARALLEL TYPE A-1 WJ21 DEPTH : 18.00 BEARING LOCATIONS BTM LEFT AT ( 1-0) Marriott Residence Inn BTM RIGHT AT ( 0-11) TOP CHORD 1 REQ'D 1-2x4 MSR 2100f-1.8E CHORD LENGTH: 21 FT. 2.50 IN. TOP LEFT ENO: 5.75 PIN TO PIN: 20 FT. 3.00 IN. TOP RIGHT END: 5.75 TOP PANELS 2@ 25.7500 5@ 28.0000 2@ 25.7500 2 ROWS Of BRIDGING AT PINS -BTM HORIZ. BRG. TO BRG. MAIN SPAN: 20 FT. 3.00 IN. PINS S=0.375" L=0.625" DRILL PATTERN TOP: 2L-65-2L DRILL PATTERN BTM: 3L-5S-3L CAMBER: . IN. CAMBER PLATE: 0. IN. BTM PANELS 1@ 18.3214 1@ 25.7500 l@ 21.4286 4@ 28.0000 l@ 21.4286 1@ 25.7500 1@ 18.3214 BTH LEFT END: 2.12 PIN,TO PIN: 20 FT. 3,00 IN. BTH RIGHT END: 2.12 BTM CHORD 1 REQ'O 1·2x4 MSR 2100f-I.8E CHORD LENGTH: 20 FT. 7.24 IN. TC: 0-5.8 2-7.5 4-9.3 7-1.3 9-5.3 11-9.3 14-1.3 16-5.3 18-7.0 20-8.B 21-2.5 BC: O-2.1 1-8.4 3-10.2 5-7.6 7-11.6 10-3.6 12-7.6 14-11.6 16-9.0 18-10.8 20-5.1 20-7.2 4-98-6951 PARALLEL TYPE A-1 WJ21 DEPTH : 18. 00 Marriott Residence Inn FT. TUBE REQD/JOIST 1.00019= 30.84 1.00016= 7.53 NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL 1 1.00016 L-L 16.500 l 1 1.00019 S-L 18.095 1 l 1.00016 L-L 24.656 l 1 1.00019 L-L 24.656 1 1 1.00019 L-L 18.095 1 1 1.00019 L-L 18.095 1 1 1.00019 L-L 24.656 1 1 1.00016 L-L 24.656 1 1 1.00019 S-L 18.095 1 1 1.00016 L-L 16.500 1 10 1.00019 s-s 21.639 10 CONTROLS !=TENSION WEB 2=COMP. WEB(L/R) 3=T+ HOM@ PANEL 4=C+ MOM@ PANEL S=T+ MOM. @ PIN 6=C+ MOM. @ PIN 7=HANKINSON EQ. T=TENSION C=COMPRESSION Marriott Residence Inn Carlsbad, CA Page 3 of 8 Pages JOB No. 4-98-7525 JOB NAME: * PARALLEL TYPE A-2 WJ21 * O.C. SPACING : 24.00 IN. * HORIZONTAL SPAN: 13 FT. 2.00 IN. * TOP CHORD LO. : 143.00 PSF Marriott Residence Inn 2000 Faraday Ave Carlsbad, CA 92008 * DEPTH : 18.00 * BTM CHORD LD. : 5.00 PSF * BTM TO TOP BEARING CONDITIONS * TOTAL LOAD : 296.00 PLF * 100% FLOOR -BLDG. CODE: I.C.8.0. * MFG. PLANT: * * 101. 77% CONTROL 1 @ WEB 13 WEB JOIST NORTHWEST, INC. 1630 BISHOP ROAD CHEHALIS, WA 98532 PHONE: 206-748-1173 * BTM. CHORD SLOPED 0.0000 IN./FT. * 102.66% CONTROL 2@ WEB 12 *MAX DIST(IN.) OF PINS OFF BRG. SURFACE* ALLOWABLE LOAD: 150.6PSf: 301.3PLF * LEFT=0.00 RIGHT=l.04 * T.L. DEFL. : 0.15:L/1073 * l REQD X 14.0 FT : 14.0 LIN. FT.* CAMBER : . IN. : L/ -------------------------------------------------------------------------------------------------------------- REACTIONS LEFT: 2095.3 LB. RIGHT: 1983.4 LB. L -1378 L -2753 L -4183 S -4671 S -4229 L -2864 L -1508 8 -2077\ -1836\ -1568\ -774\ -12\ 771\ 1503\ 2473 /\/\/\/\/\/\/\/ / 2260/ 1594/ 800/ 35/ -744/ -1490/ -1992/ B O L 1791 L 3700 S 4650 S 4678 S 3764 L 1956 L -------------------------------------------------------------------------------------------------------------- 4-98-7525 PARALLEL TYPE A-4 WJ21 DEPTH : 18.00 Marriott Residence Inn BEARING LOCATIONS BTM LEFT AT ( 1-0) ANGLE TOP RIGHT AT ( 0-8) TOP CHORD 1 REQ'D 1-2x4 MSR 2100f-1.8E CHORD LENGTH: 13 FT. 7.25 IN. TOP LEFT END: 5.25 PIN TO PIN: 13 FT. 2.00 IN. TOP RIGHT END: 0.D0 TOP PANELS l@ 16.5000 5@ 25.0000 1@ 16.5000 1 ROW OF BRIDGING AT PIN BTM HORI Z. BRG. TO BRG. MAIN SPAN :: 13 FT. 2. 00 IN. PINS S=0.375" L=0.625" DRILL PATTERN TOP: 3L-2S-3L DRILL PATTERN BTM: 3L-3S-2L CAMBER : . IN. CAMBER PLATE : 0. IN. BJM PANELS 1@ 12.6907 1@ 16.3093 4@ 25.0000 1@ J6.3093 BTM LEFT END : 8.25 PIN TO PIN : 12 FT. 1.31 IN. BTM RIGHT END : 7 .44 BTM CHORD 1 REQ'D 1-2x4 MSR 2100f-l.8E CHORD LENGTH: 13 FT. 5.00 IN. TC: 0-0.0 1-4.5 3-5.5 5-6.5 7-7.5 9-8.5 11-9.5 13-2.0 13-7.3 BC: 0-7.4 1-11.8 4-0.8 6-1.8 8-2.8.10-3.8 11-8.1 12-8.8 13-5.0 -------------------------------------------------------------------------------------------------------------- 4-98-7525 PARALLEL TYPE A-2. WJ21 DEPTH : 18.00 Marriott Residence Inn FT. TUBE REQD/JOIST 1.00019: 15.13 1.00018= 3.78 1.00016= 6.60 1. 00014= 1. 90 NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL 1.00016 L-L 16.500 1 4 1.00019 s-s 20.700 4 1.00016 L-L 20.816 1 1 1.00019 S-L 20. 700 l 1 1.00016 L-L 16.934 1 2 1.00019 L-L 20.700 2 2 l. 00018 L-L 20.700 2 1 1.00016 L-L 16.934 1 1 1. 00019 S-L 20.700 l 1 1.00014 L-L 20.816 1 CONTROLS l=TENSION jlEB 2:COMP. WEB(L/R) 3=T+ MOM@ PANEL 4=C+ MOM@ PANEL 5:T+ MOM. @ PIN 6=C+ MOM. @ PIN 7=HANKINSON EQ. T:JENSION C:COMPRESSION JOB No. 4-98-6951 JOB NAME: * PARALLEL TYPE A-3 WJ28 * O.C. SPACING : 24.00 IN. * HORIZONTAL SPAN: 19 FT. 8.50 IN. * TOP CHORD LD. : 90.00 PSF Marriott Residence Inn 2000 Faraday Avenue Carlsbad, CA 92008 * DEPTH : 18.00 * BTM CHORD LD. : 5.00 PSF * TOP TO TOP BEARING CONDITIONS * TOTAL LOAD : 190.00 PLF * 100% FLOOR -BLDG. CODE: I.C.8.0. *+OR -EXTRA LOADS SHOWN BELOW MFG. PLANT: WEB JOIST NORTHWEST, INC. 1630 BISHOP ROAD CHEHALIS, WA 98532 PHONE: 206-748-1173 * * 100.85% CONTROL 6@ PIN 4 TOP * BTM. CHORD SLOPED 0.0000 IN./FT. * 103.85% CONTROL 6@ PIN 5 TOP *MAX DIST(IN.) OF PINS OFF BRG. SURFACE* * LEFT=l.25 RIGHT=l.25 * T.L. DEFL. : 0.45:L/ 529 * 1 REQD X 20.0 FT: 20.0 LIN. FT.* CAMBER: . IN. : L/ -------------------------------------------------------------------------------------------------------------- EXTRA LOADS LBS. AT BTM PIN NUMBER : 125.00@ 5 -------------------------------------------------------------------------------------------------------------- REACTIONS LEFT: 2024.8 LB. RIGHT: 2024.8 LB. B -1942 L -3547 L -5523 L -6753 S -7233 S -6753 L -5523 L -3547 L -1942 8 \ -1966\ -1791\ -1228\ -646\ 97\ 674\ 1263\ 1798\ 2751 \/\/\/\/\/\/\/\/\/ 2751/ 1798/ 1263/ 674/ 97/ -646/ -1228/ -1791/ -1966/ L 2384 L 4706 L 6317 S 7171 S 7171 S 6317 L 4706 L 2384 L -------------------------------------------------------------------------------------------------------------- 4-98-6951 PARALLEL TYPE A-3 WJ28 DEPTH : 18.00 Marriott Residence Inn BEARING LOCATIONS ANGLE TOP LEFT AT ( 1-0) ANGLE TOP RIGHT AT ( 0-10) TOP CHORD 1 REQ'D l-2x4 MSR 2400f-2.0E CHORD LENGTH: 21 FT. 0.50 IN. TOP LEFT END: 7.00 PIN TO PIN: 19 FT. 8.50 IN. TOP RIGHT END : 9.00 TOP PANELS 1@ 20.2500 7@ 28.0000 1@ 20.2500 2 ROWS OF BRIDGING AT PINS -BTM HORIZ. BRG. TO BRG. MAIN SPAN: 19 FT. 8.50 IN. PINS S=0.375" L:0.625" DRILL PATTERN TOP: 4l-2S-4L DRILL PATTERN BTM: 3L-3S-3L CAMBER: . IN. CAMBER PLATE: 0. IN. BTM PANELS l@ 17.8093 6@ 28.0000 l@ 17.8093 BTM LEFT END: 16.44 PIN-TO PIN: 16 FT. 11.62 IN. BTM RIGHT END: 16.44 BTM CHORD 1 REQ'D 1-2x4 MSR 2850f-2.3E CHORD LENGTH: 19 FT. 8.50 IN. TC: 0-9.0 2-5.3 4-9.3 7-1.3 9-5.3 11-9.3 14-1.3 16-5.3 18-9.3 20-5.5 21-0.5 BC: 1-4.4 2-10.3 5-2.3 7-6.3 9-10.3 12-2.3 14-6.3 16-10.3 18-4.1 19-8.5 -------------------------------------------------------------------------------------------------------------- 4-98-6951 PARALLEL TYPE A-3 WJ28 DEPTH : 18.00 Marriott Residence Inn FT. TUBE REQD/JOIST 1.00019= 19.70 1.00016: 11.04 1.00014= 4.22 NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL 1 1.00014 L-L 23.293 1 1 1.00019 S-L 21.639 1 1 1.00016 L-L 16.934 1 2 1.00019 L-L 21.639 2 2 1.00016 L-L 21.639 2 2 1. 00016 L-L 21.639 2 2 1.00019 L-L 21.639 2 1 1.00016 L-L 16.934 1 1 1.00019 S-L 21.639 1 1 1.00014 L-L 23.293 1 4 1.00019 s-s 21.639 4 CONTROLS l=TENSION wrn 2:COMP. WEB(L/R) 3=T+ MOM@ PANEL 4=C+ MOM@ PANEL 5:T+ MOM. @ PIN 6:C+ MOM. @ PIN 7=HANKINSON EQ. T=TENSION C:COMPRESSION Marriott Residence Inn Carlsbad, CA Page 4 of 8 Pages JOB No. 4-98-6951 JOB NAME: * PARALLEL TYPE A-4 WJ24 * O.C. SPACING : 24.00 IN. * HORIZONTAL SPAN: 22 FT. 8.50 IN. * TOP CHORD LD. : 58.00 PSF Marriott Residence Inn 2000 Faraday Avenue Carlsbad, CA 92008 * DEPTH : 18.00 * BTM CHORD LD. : 5.00 PSF * TOP TO TOP BEARING CONDITIONS * TOTAL LOAD : 126.00 PLF * 100% FLOOR -BLDG. CODE: I.C.8.0. *+OR -EXTRA LOADS SHOWN BELOW MFG. PLANT: WEB JOIST NORTHWEST, INC. 1630 BISHOP ROAD CHEHALIS, WA 98532 PHONE: 206-748-1173 * * 102.01% CONTROL 5@ PIN 8 BTM * BTM. CHORD SLOPED 0.0000 IN./FT. * 103.28% CONTROL 5@ PIN 3 BTM *MAX DIST(IN.) OF PINS OFF BRG. SURFACE* * lEFT=l.25 RIGHT=l.25 * T.L. DEFL. : 0.60:L/ 455 * 1 REQD X 23.0 FT : 23.0 LIN. FT.* CAMBER: . IN. : L/ EXTRA LOADS LBS. AT BTM PIN NUMBER : 125.00@ 6 REACTIONS LEFT : 1544. 8 LB. RIGHT : 1557. 6 LB. B -1625 L -3461 L -4637 S -5733 S -6324 S -6418 S -5806 S -4689 L -3496 L -1640 8 \ -1580\ -1145\ -1031\ -632\ -251\ 298\ 679\ 1078\ 1580\ 2207 \I\I\I\/\I\I\/\I\I\/ 2187/ 1561/ 1061/ 662/ 282/ -105/ -648/ -1048/ -1159/ -1595/ L 2301 L 3951 L 5304 S 6142 S 6486 S 6225 S 5367 L 3992 L 2322 L 4-98-6951 PARALLEL TYPE A-4 WJ24 DEPTH : 18.00 BEARING LOCATIONS ANGLE TOP LEFT AT ( 1-0) Marriott Residence Inn ANGLE TOP RIGHT AT ( 0-11) TOP CHORD 1 REQ'D 1-2x4 MSR 2!00f-l.8E CHORD LENGTH: 24 FT. 2.50 IN. TOP LEFT END: 9.00 PIN TO PIN: 22 FT. 8.50 IN. TOP RIGHT END: 9.00 TOP PANELS 2@ 26.1250 6@ 28.0000 2@ 26.1250 2 ROWS OF BRIDGING AT PINS -BTM ttORIZ. BRG. TO BRG. MAIN SPAN: 22 FT. 8.50 IN. PINS S=0.375" L=0.625" DRILL PATTERN TOP: 3L-SS-3L DRILL PATTERN BTM: 3L-4S-3L CAMBER : . IN. CAMBER PLATE : 0. IN. BTM PANELS 1@ 26.1250 1@ 21.8036 5@ 28.0000 1@ 21.8036 1@ 26.1250 BTM LEFT END: 18.32 PIN.TO PIN: 19 FT. 7.86 IN. BTM RIGHT END : 18.32 BTM CHORD 1 REQ'D 1-2x4 MSR 2400f-2.0E CHORD LENGTH: 22 FT. 8.50 IN. TC: 0-9.0 2-11.1 5-1.3 7-5.3 9-9.3 12-1.3 14-5.3 16-9.3 19-1.3 21-3.4 23-5.5 24-2.5 BC: 1-6.3 3-8.4 5-6.3 7-10.3 10-2.3 12-6.3 14-10.3 17-2.3 19-0.1 21-2.2 22-8.5 4-98-6951 PARALLEL TYPE A-4 WJ24 DEPTH : 18.00 Marriott Residence Inn FT. TUBE REQD/JOIST 1.00019= 27.01 1.00018= 7.82 1.00016= 4.44 NMBR DIA.-GA. HOLES LENGTH TOTAL NMBR DIA.-GA. HOLES LENGTH TOTAL l 1.00016 L-L 24.656 1 1 1.00019 S-L 21.639 1 1 1.00018 L-L 18.252 1 1 1.00019 L-L 21. 639 1 1 1.00018 L-L 24.656 1 1 1.00019 L-L 18.252 1 1 1.00019 L-L 18.252 1 1 1.00018 L-L 24.656 1 l 1.00019 L-L 21.639 1 l 1.00018 L-L 18.252 1 1 1.00019 S-L 21.639 1 1 1.00016 L-L 24.656 1 8 1.00019 s-s 21.639 8 CONTROLS !=TENSION !IEB 2=COMP. WEB(L/R) 3:Tt MOM@ PANEL 4:Ct MOM@ PANEL 5:T+ MOM. @ PIN 6:Ct MOM. @ PIN 7=HANKINSON EQ. T=TENSION C=COMPRESSION Marriott Residence Inn Carlsbad, CA Page 5 of 8 Pages JOB No. 4-98-7525 JOB NAME: * PARALLEL TYPE A-Jl WJ24 * O.C. SPACING : 12.00 IN. * HORIZONTAL SPAN: 21 FT. 1.00 IN. r TOP CHORD LD. : 143.00 PSF Marriott Residence Inn 2000 Faraday Ave Carlsbad, CA 92008 * DEPTH : 18.00 t BTM CHORD LD. : 5.00 PSF * BTM TO BTM BEARING CONDITIONS t TOTAL LOAD : 148.00 PLF * 100% FLOOR -BLDG. CODE: I.C.8.0. * MFG. PLANT: WEB JOIST NORTHWEST, INC. 1630 BISHOP ROAD CHEHALIS, WA 98532 PHONE: 206-748-1173 * * 102.70% CONTROL 7@ PIN 3 TOP * BTM. CHORD SLOPED 0.0000 IN./FT. * 103.30% CONTROL 7@ PIN 8 TOP *MAX DIST(IN.) OF PINS OFF BRG. SURFACE* ALLOWABLE LOAD= 152.0PSf: 152.0PLF * LEfT:0.00 RIGHT=0.00 * T.L. DEFL. : 0.47:L/ 536 * 1 REQD X 21.5 FT: 21.5 LIN. FT.* CAMBER: . IN. : L/ REACTIONS LEFT: 1626.6 LB. RIGHT: 1622.3 LB. L -1574 L -3491 S -4677 S -5623 S -5938 S -5628 S -4686 S -3505 L -1589 L -1617\ -1593\ -1183\ -950\ -467\ 6\ 479\ 961\ 1571\ 2138\ I \ I \ I \ I \ I \ I \ I \ I \ I \ I \ / 2118/ 1581/ 963/ 483/ 9/ -464/ -947/ -1176/ -1608/ -1615 8 -O L 2316 L 4042 S 5304 S 5932 S 5934 S 5312 S 4052 L 2337 L O 8 4-98-7525 PARALLEL TYPE A II WJ24 DEPTH : 18.00 BEARING LOCATIONS BTM LEFT AT ( 1-O) Harriott Residence Inn BTM RIGHT AT ( 0-11 l TOP CHORD 1 REQ'D l-2x4 MSR 2100f-1.8E CHORD LENGTH: 21 FT. 1.00 IN. TOP LEFT END: 5.25 PIN TO PIN : 21 FT. 1.00 IN. TOP RIGHT END: -5.25 TOP PANELS 2@ 27.0000 5@ 29.0000 2@ 27.0000 2 ROWS OF BRIDGING AT PINS -BTM HORIZ. BRG. TO BRG. MAIN SPAN= 21 FT. 1.00 IN. PINS S:0.375" L=0.625" DRILL PATTERN TOP: 2L-6S-2L DRILL PATTERN BTM: 3L-SS-3L CAMBER: . IN. CAMBER PLATE: 0. IN. BTM PANELS 1@ 18.3214 l@ 27.0000 1@ 23.1786 4@ 29.0000 l@ 23.1786 l@ 27.0000 l@ 18.3214 8TH LEFT END: 8.25 PIN TO PIN: 21 FT. 1.00 IN. BTM RIGHT END: -2.25 BTM CHORD 1 REQ'D 1-2x4 MSR 2400f-2.0E CHORD LENGTH: 21 FT. 7.00 IN. TC: 0--5.3 1-9.8 4-0.8 6-5.8 8-10.8 11-3.8 13-8.8 16-1.8 18-4.8 20-7.8 21-1.0 BC: 0--2.3 1-4.1 3-7.1 5-6.3 7-11.3.10-4.3 12-9.3 15-2.3 17-1.4 19-4.4 20-10.8 21-7.0 4-98-7525 PARALLEL TYPE A-II WJ24 DEPTH : 18.00 Marriott Residence Inn FT. TUBE REQD/JOIST 1.00019: 23.41 1.00018: 7.88 1.00016= 7.53 NMBR DIA.-GA. HOLES LENGTH TOTAL NHBR DIA.-GA. HOLES LENGTH TOTAL 1 1.00016 L-l 16.500 1 1 1.00019 S-L 18.643 l 1 1.00016 L-L 24.656 1 1.00018 L-L 24.656 1 1 1.00018 L-L 18.643 1 1.00018 L-L 18.643 1 1 1.00018 L-L 24.656 l 1.00016 L-L 24.656 1 1.00019 S-L 18.643 1 1.00016 L-L 16.500 10 1.00019 s-s 21.966 10 CONTROLS l=TENSION WEB 2=COMP. WE8(L/R) 3=T+ MOM@ PANEL 4=C+ MOM@ PANEL 5:J+ MOM. @ PIN o=C+ MOM. @ PIN ?=HANKINSON EQ. T=TENSION C=COMPRESSION WWeb Joist NW Corporation fl1ll d ENGINEEl=IING CALCULATIONS DESIGN INPUT 1202 Monte Vista Ave Ste 1 . · 5t3ndar JOB NAME: MARRIOTT RESIDENCE INN (909) 981-0247 Off S tr u ct u re 5 LOCATION· 2000 Faraday Avenue (909) 946-0739 fax Inc. · ____ ....;;._ ______ _ (888) 988-8804 WATS CITY: Carlsbad STATE: CA Tvce Desianation: A. A1. B. F2. etc R-1 R-2 R-3 Web Joist™ Chord Stock: WJ24 WJ21 WJ21 Depth: 18" 18"-28"-18" 18"-30"-18" O.C. Snacina: 24" 24" 24" Lumber Desian STRESS LEVEL: 125% 125% 125% Desian: LIVE LOAD: 20.0 20.0 20.0 Partition LOAD: NIA NIA N/A Ton Chord. DEAD LOAD: 15.0 15.0 15.0 Bot. Chord DEAD LOAD: 5.0 5.0 5.0 CAMBER: 1.SX D.L 1.5 X D.L 1.5 X D.L. BUILDING CODE: U.B.C. U.B.C. U.B.C. R = 50.00' (SYM) 28'-5" 29'-4" R = 50.00' (SYM) 5-11. ~ } r-1/2" ,-----------1(17'-4.50" ),_ ________ ..., .... 18'-3.50" .._, ___________________ TY_P_E_'_'R--2--~"" TYPE "R-3" & "R-4" SIMILAR IN SHAPE AND DESIGN TO "R-2" END DEPTHS REMAIN THE SAME AS "R-2" BUT CENTERLINE DEPTH IS DETERMINED BY COMMON 50' RADIUS. (VARIES) R-4 WJ21 18"-23"-18" 24" 125% 20.0 N/A 15.0 5.0 1.5 X D.L. U.B.C. 1 24.5" ' TYPE "R-1" Marriott Residence Inn Carlsba~, CA Page 6 of 8 Pages These Web Joists are fabricated. by Web Joist NW Corporation in accordance with ICBO, PFC-3246. This anal_ysis is to confirm that the trusses, noted above, confonn to current Sweet's Joists specifications and code aocepted. desigi1 properties. The loads, spans and spacings represent the worst conditions noted for each depth and. loading condition, provided. by others. The engineering contained. herein is for components only for this project. The EOR for the project is respo11Sible for the design and details of the complete structure and the coordination of component parts. •30s Ho.:~4-9a-oooo NAME=Marriott Residence Inn OESIGtlER=BH NO. REQO: 1 TYPE=Rl Ver 2.00 7/02/% 'J:4~ din CODE I CAT: 2 MATCH= 0 SERIES: 3 PROFILE: 1 BRG.: 1 BLDG. CODE= l LUMBER: 1 RDWS BROG: 2 NO. WEBS=l STRESS=l.25 CAM=l M0D:0-0-1-0-0 TL: 5.7947 BL= ·0.2033 SPAN: 28FT.-6.37221N. TR= 5.7947 OR: -0.2053 Tl PTE: 5.7947 HALF PAN: 11.1861 BTM SLOPE: 0.0000 OLE= 0.0000 DCL: 18.0000 DRE= 0.0000 DIST L: 0.0000 DIST R: 0.0000 BEARING PINS & 8 DIST. TL= l@0.5000 0@0.0000 BL= 0@0,0000 0@0.0000 TR= 0@0.0000 12@0.5000 BR: 0@0.0000 0@0.0000 TOP PAHELS (NO. @ LEIIGTH):: 1@27 .1861 9@32.0000 1@27. 1861 BTM PANELS (MO.@ LENGTH):10@32.0000 OC: 24.00 TOP: 35.00 BTM: 5.00 LIVE: 20.00 SPAH= 342.3722 BE= 0.0000 ANG TOP AND BTM: 0.0000 C: 14.92 p: 3.49 W: 8.41 M: 2.21 L: 6.03 T: 35.05 Mf: 1.00 Lf: 0.21 Pf: 1.21 Cf:2.17 T: 30 B: 30 S:17 L: 6 JOB No. 4-98-0000 JOB NAME: Marriott Residence Inn 2000 Faraday Ave. Carlsbad, CA * PARALLEL TYPE Rl WJ24 * O.C. SPACING : 24.00 IM. * HORIZONTAL SPAN: 28 FT. 6.37 IN. i TOP CHORD LO. : 35.00 PSF * DEPTH : 18.00 i BTM CHORD LD. : 5.00 PSF * TOP TO TOP BEARING Cotl!HTIONS t TOTAL LOAD : 80.00 PLF * 125% ROOF -BLDG. CODE: I.C.8.0. * MFG. PLANT: * * 101.5B% CONTROL 7@ PIN 2 BTM Web Joist Northwest, Corp. 118 Borovec Road * BTM. CHORD SLOPED 0.0000 IH./FT. * 108.92% CONTROL l@ WEB 3 *MAX DIST(IN.) OF PitlS Off BRG. SURFACE:it ALLOWABLE LOAD: 40.6PSF: 81.JPLF Chehalis, WA 98532 * LEfT:I.25 RIGHT:1.25 i T.L. DEFL. : 0,94:L/ 365 PHONE: 360-748-1173 * 1 REQD X 29.0 FT : 29.0 LIN. FT.* CAMBER :e4.'2oIN. : L/ REACTIONS LEFT: 1174.9 LB. RIGHT: 1174.8 l8. 8 -771 L -2676 S -4110 S -5144 S -5762 S -5969 S -5763 S -5144 S -4110 S -2676 L ·771 8 \ -1551\ -1148\ -876\ -573\ ·278\ 18\ 315\ 610\ 912\ 1184\ 1375 \/\I\I\I\/\I\I\/\I\/\/ 1375/ 1184/ 912/ 610/ 'f' 315/ 18/ -278/ ,.-573/ ·876/ -1148/ -1551/ L 1851 S 3475 S 4720 S 5543 S 5956 S 5956 S 5543 S 4720 S 3475 S 1851 L 4-98-0000 PARALLEL TYPE Rl HJ24 DEPTH = 18.00 SEARING LOCATlOtts ANGLE TOP LEFT AT ( 1-0) TOP CHORD l REQ'D 1-2x4 MSR 2100f·l.8E CHORD LENGTH: 29 FT. 5.96 IN. Marriott Residence Inn ANGLE TOP RIGHT AT ( 0·12) TOP LEFT END: S.79 PIN IO PIN : 28 FT. 6.37 It!. TOP RIGHT ENO .: 5. 79 TOP PANELS l@ 27.1861 9@ 32.0000 1@ 27.1861 2 RONS OF BRIDGING AT PA"ei 5-S BTM HORIZ. 8RG. TO 8RG. MAIN SPAN: 28 FT. 6.37 IN. PINS S:0.375A l=0.625" DRILL PATTERN TOP·: 2L-BS-2L DP.ILL PATTERN BH\: IL-9S-1L CAMBER =24.z.o ltl. CAMBER PLATE : 0,8!::S IN. 8Tt-1 PANELS 10@ 31.1446 8TM LEFT ENO: 15-:i~--PIN TO PIN: 2SfT. 11,tt5 lit BTM RIGHT EtlD : 1 $. 26 8TM CHORD 1 REil"O 1-2x4 MSR 2100f-l.8E CHORD LENGT-H: 2811: 5.96 IN. -- re: o-s.s 2-9.o s-s.o a-1.0 10-9.o 13-s.o 16-1.0 is-9.o 21-s.o 24-1.0 26-9.o 29-0.2 29-6.0 BC= 0-11.0 3-7.0 6-3.0 8-11.0 11-7.0 14-3.0 16-11.0 19-7.0 22-3.0 24-11.0 27· 7.0 28-6.0 4-98-0000 PARALLEL TYPE Rl WJ24 DEPTH = 18.00 Marriott Residence Inn FT. TUBE REGO/JOIST 1.00019= 37.48 1.00018= 4.16 1.00016: 3.66 NM8R om. -GA. HOLES WlGTH TOTAL 2 S' 2" l 1.00016 L·L 19.934 1 11,, - 1 1.00018 L-L 22.984 1 ~-----n--... -.r-·--,,..._ 1 1.00019 S-L 22.984 1 16 1.00019 s-s 22.984 16 l 1.00019 S-L 22.984 l 1 1.00018 L-L 22. 984 1 1 1.00016 l·t 19.934 1 CONTROLS !=TENSION ~EB 2=COMP. WEB(L/R) 3=T t MOM @ PAHEL 4=C+ MOM@ PAHEL 5=T+ MOM. @ PIN 6=Ct MOM.@ PIN 7=HANKINSON EQ, T=TENSIOll C=C0MPRESSION Marriott Residence Inn Carlsbad, CA Page 7 of 8 Pages JOB 110.: 4-98-0000 NAME=Marriott Residence Inn DES1GNER=8H HO. REQD= 1 TYPE=R2 Ver 2.00 7/02/98 10:27 am CODE I CAT: 2 MATCH= 0 SERIES: 2 PROFILE: 5 BRG.: 1 BLDG. CODE= 1 LUMBER= 1 ROWS BROG= 1 NO. WE8S=2 STRESS:1.25 CAM=! M00;0-0-1-0-0 fl: 2.7500 BL= 2.7500 SPAN= 17FT.-10.0000IN, TR: 2.7500 BR: 2.7S00 TL PTE: 2.7611 HALF PAN: 0.0000 8TM SLOPE: 0.0000 OLE: 18.0000 DCL: 27.6057 DRE= 18.0000 DIST L=107.0000 DIST R:107.0000 BEARING PINS &·8 DIST. TL: 0@0.0000 0@0.0000 BL= 1@0.0000 0@0.0000 TR: 0@0.0000 0@0.0000 BR: 0@0.0000 8@0.0000 TOP PANELS (NO.@ LENGTH): 1@35.4303 4@36.0000 1@35.4303 BTM PANELS (NO.@ LENGTH}: 1@17.3605 5@35.8558 1@17.360S OC: 24.00 TOP: 35.00 BTM: 5.00 LIVE: 20.00 SPAN: 214.0000 BE= 0.0000 RE: -0.0000 DE: -0.0000 ANGLES TL: 5.1299 TR: -5.1299 BTM= 0.0000 C: 9.95 p: 2.28 N: 6.06 M: 1.56 l: 3.92 T: 23.76 MF: 1.07 LF= 0.21 PF: 1.28 Cf:2.27 T: 20 B: 20 S=ll L= 4 JOB No. 4-98-0000 JOB NAM£: Marriott Residence Inn 2000 Faraday Ave. Carlsbad, CA HFG. PLANT: Web Joist Northwest, Corp. 118 Borovec Road Chehalis, WA 98532 PHOHE: 360-748-1173 * PITCliED TYPE R2 WJ21 * O.C. SPACING : 24.00 IN. * HORIZO!ITAL SPAN = 17 FT. 10.00 IN. * TOP CHORD LO. : 35.00 PSF *DEPTHS: 18.00 TO 27.61 TO 18.00 * 8TM CHORD LD. : 5,00 PSF * BTM TO BTM BEARING COHDITIONS * TOTAL LOAD : 80.00 PLF * 125% ROOF -BLOG. CODE: I.C.8.0. * * * 149.80% CONTROL 7@ PIN 2 BTM * BTM. CHORD SLOPED 0,0000 IN./FT. * 155.54% CONTROL l@ WEB 2 *MAX DIST(IN.) Of PINS OFF BRG. SURFACE* ALLOWABLE LOAD= 59.9PSF: 119.8PLF * LEff:0.00 RIGHT=0.00 * T.L. DEFL. : 0.06:L/3331 * 1 REQO X 18.5 FT: 18.5 LIN. FT.* CAMBER: . IN. : L/ COt!TROLS l:TENSION l'IEB 2;COMP. KEB(L/R) 3=T+ MOM@ PANEL 4:Ct MOH@ PANEL 5=T+ MOl'I. @ PIN 6=C+ MOM. @ PIN ?=HANKINSON EQ. T=TENSION C:COMPRESSION REACTIONS LEFT: 731.7 LB. RIGHT: 731.7 LB. L -602 S -1334 S -1508 R -1508 S -1334 S -602 L -724\ -741\ -278\ 34\ 3\ 338\ 829\ I\I\I\I\/\I\/\ JvSZV\ZSZtr-,{ i I 829/ 338/ 3/ ., 34/ -21st -141/ -124 B -OS 1101 S 1500 S 1483 S 1500 S 1101 S -0 B l n'-•o" } 1 r j'.l/.\l)lll'> (tI1f'-::t;o'-r:>" 4-98-0000 PITCH£0 TYPE R2 NJ21 DEPTHS : 18,00 TO 27 .61 TO 18.00 Marriott Residenc·e Inn SEARING LOCATIONS BTM LEFT AT ( 1-0) BTtl RIGHT AT ( O· 8) TOP CHORD 1 REQ'D 1-2x4 MSR 2100f-l.8E CHORO LENGTH : ~18 FT. 4."38 rn. TOP LEFT EtlD: 2.76 PIN TO PIil : 17 FT. 10.86 Ill. TOP RIGHT END: 2.76 TOP PANELS l@ 35.4303 4@ 36.0000 l@ 35.~303 l RO~ OF BRIDGING AT PJ\ll. 5 8TH HORIZ. 8RG. TO BRG. MAIN SPAN: 17 FT. 10.00 IN. PINS S:0.375" t=0.625" --DRILL PATTERN TOP: IL-5S-lL DRILL PATTERN 8Tl1 : lL-6S· lL CAMBER: • IN. CAMBER PLATE: 0. IN, BTM PANELS l@ 17.3605 5@ 35.8558 l@ 17.3605 BTN LEFT END: 2.75 PIN TO PIN: 17 FT. 10.00 IN. BTM RIGHT END: 2,75 BTK CHORD 1 REQ'O 1·2x4 MSR 2100f-l.BE CHORD LENGTH: 18 FT. 3.50 IN. TC: 0-2.8 3-2.2 6-2.2 9-2.2 12-2.2 15-2.2 18-1.6 18-4.4 BC: 0-2.8 1-8.1 4-8.0 7-7.8 10· 7.7 13· 7.5 16-7.4 18-0.8 18-3.5 4-98-0000 PITCHED TYPE R2 WJ21 DEPTHS: 18.00 TO 27.61 10 18.00 Marriott Residence loo FT. TUBE REQO/JOIST 1.00019: 29.83 1.00016= 3.08 NM8R DIA.-GA. HOLES LENGTH TOTAL NHBR DIA.-GA. HOLES LENGTH TOTAL I 1.00016 L-L 16,497 l 2 1.00019 S-S 29.070 2 l 1.00019 S-L 23.949 1 2 1.00019 S·S 26.611 2 2 1.00019 S-S 26.611 2 l 1.00019 S-l 23. 949 I 2 1.00019 S-S 29.070 2 l 1.00016 L-L 16.497 2 1.00019 s-s 31.666 2 Marriott Residence Inn Carlsbad, CA Page 8 of 8 Pages •• .>-,., lalEB TB UO/ST Web Joist™ MATERIAL LIST Job Name: Marriott Residence Inn Address: 2000 Faraday Ave, Carlsbad, CA 92008 TYPE DEPTHS (IN) QUANTITY LENGTH (FT) FOOTAGE STRESS SPCG. (IN) DESIGN LOADING (PSF) CAMBER ·LEVEL L.L. A 18" WJ24 522 (+2 24.0' 12,528' 100% 24" 40.0 A-1 18" WJ21 314 (+2 21.0' 6,594' 100% 24" 40.0 A-2 18" WJ21 16 21.0' 336' 100% 24" 125.0 A-3 18" WJ28 10 20.0' 200' 100% 24" 75.0 A-4 18" WJ24 6 23.0' 138' 100% 24" 40.0 A-5 18" WJ24 6 23.0' 138' 100% 24" 40.0 A-6 18" WJ21 8 20.0' 160' 100% 24" 40.0 A-7 18" WJ24 46 23.0' 1,058' 100% 12" 100.0 A-8 18" WJ21 2 15.5' 31' 100% 24" 40.0 A-9 18" WJ24 8 23.0' 184' 100% 24" 40.0 A-10 18" WJ21 12 20.0' 240' 100% 24" 40.0 A-11 18" WJ24 26 19.0' 494' 100% 24" 40.0 A-12 18" WJ21 8 18.0' 144' 100% 24" 40.0 A-13 18" WJ21 18 12.0' 216' 100% 24" 40.0 A-14 18" WJ21 10 24.0' 240' 100% 12" 40.0 j 1,012 eaj Totals I 22,101· I ACCESSORIES by Web Joist 1070 LF 2 x 4 Bridging stringer by Web Joist @ random lengths (NLS Type) (10d Nails not included) 80 Pcs 2 x 6 Bearing Blocking for 24" o/c (20.37") = (212 LF) Take~~ Pcs Type A-11 and make (4) double trusses w/L TB's -Mark A-11 Obis Nothing Follows: D.L. P.L. TOTAL 23.0 N/A 83.0 1.5xDL 23.0 N/A 83.0 1.5xDL 20.0 N/A 145.0 1.5xDL 23.0 N/A 95.0 1.5xDL 23.0 N/A 83.0 1.5xDL 23.0 N/A 83.0 1.5xDL 23.0 N/A 83.0 1.5xDL 23.0 N/A 123.0 1.5xDL 23.0 N/A 83.0 1.5xDL 23.0 N/A 83.0 1.5xDL 23.0 N/A 83.0 1.5xDL 23.0 N/A 83.0 1.SxDL 23.0 N/A 83.0 1.5xDL 23.0 N/A 83.0 1.5xDL 23.0 N/A 83.0 1.5xDL SSi Job # 26951 SUBMITTED -July 22, 1998 APPROVED -Aug 17, 1998 Marriott :Residence l'.n.n Carlsbad, CA Page 1 of 2 Pages RArnusED RooF TRussEs SSi Job# 26951 Web Joist™ MATERIAL LIST II] Job Name: Marriott Residence Inn Address: 2000 Faraday Ave, Carlsbad, CA 92008 TYPE DEPTHS (IN) QUANTITY LENGTH (FT) FOOTAGE STRESS SPCG. (IN) DESIGN LOADING (PSF) CAMBER LEVEL L.L. R-1 18" Radiused 16 31.0' 496' 125% 24" 20.0 WJ21 Para R-2 18"-28"-18" 8 18.5' 148' 125% 24" 20.0 WJ21 R-TC R-3 18"-30"-18" 12 24.0' 288' 125% 24" 20.0 WJ21 R-TC R-4 18"-23"-18" 8 15.0' 120' 125% 24" 20.0 WJ21 R-TC Nothing Follows: 44 Ea Totals 1,052.0' ACCESSORIES by Web Joist 100 LF 2 x 4 Bridging stringer by Web Joist@ random lengths (NLS Type) (10d Nails not included) 42 Pcs 2 x 4 Bearing Blocking for 24" o/c (20.37") = ( 84 LF) Nothing Follows: SUBMITTED -July 22nd 1998 REVISED -Aug. 17th 1998 D.L. P.L. TOTAL 20.0 N/A 40.0 1.5xDL 20.0 N/A 40.0 1.5xDL 20.0 N/A 40.0 1.5xDL 20.0 N/A 40.0 1.5xDL SSi Job# 26951 Maniott Residence Inn Carlsbad, CA Page 2 of 2 Pages = = ' -= ' "' - t 011 ' ,, ~II "' I I 11! Ii ' i ' <') 11· I ' L () I (!' ' I! II I 'I ' ' _, II II ' I ! -® 0--,f--f: b ~ 'iii,_, fl--t--iH(,C~-IH---l 1 1--,f-.iHi ~ --@li-'""!l""""."""'T ..... -1,1 ~ ~ ' 1·~ -. '2 ·~ ' ;;; ~ : ; 11111 ;;; / ' ,i i G i I ,:,a",,-1c--1c--.--1 11 =1' I . =' ch I =1· ' . -. . 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'11 Ii 0 I 11 ii i! ~ I I I I 1 """="=='="=""=±c*'=''='-'="-"'· =cl -- I ' ' ' 4-03-00 ' Copyr1gnt (cl Compu: I i ' I "'""""Ii_,~'--'""' ' ' ! ; l = = ' ,n 0 ' ,n ru \ II ~--------------~· GENERAL LAYOUT NOTES: I. Truss spacing 1s 24" O.C. U.N.O. 2. Truss loading is felt. 3. Roof pitch is 1/4: 12 U.N.D. 4. ---denotes vault ceiling areas with a~ 12 interior pitch U.N.O. 5. 12" HEELS typical U.N.O. 6. All dimensions to be ver1f1ed prior to fabrication. I• 8. Recommended hangers are Simpson or Strong-tie checkedfor vertical loads only and must be approved by the Engineer ofRecord. 9. Hangers are supplied by others. 10. See all "Warnings· and "General Notes" on truss engineering for important details prior to any erecting or loading of trusses . 11. Truss framing plan refers to location C vertical loading of trusses ONLY' Lateral loads, diaphram nailing, conv. framing hangers, connections, C support designs nv proiect architect or engineer of record. No review or inspection of these items are implied. CONV.FRHG. BY OTHERS ' i ' Ii I ii J ' ' CONV .FRMG. BY OTHERS I ! t "' I r :cr11 I . . I =1 I ' I 0 ii S;l -'~--- uLlµy, "-''" ,c, uuonµu" u~ '"L --=---· -- CONV.FRMG. BY OTHERS \ 'I I 1ti ! I 1r1-'---------------ll!----,,;,-------~~" =,-----------------~--···-·---· .. --______ ,. = -' -----~·-" .. -------~-~1-~~-t~----11, -=-~-;---~-~----~-~~~~~ .. ~.~-~i#-~~-!J--=~-~~~----~~~-.. 1-----------~-----=--~--~-•----~ ~ ' =-· -~~~~~~~~~---~------.~--------~~~~~~~-,-~~-~all I, 47-00-00 53-00-00 I, J-00-00 ~--. -~----~~~~~-----.. -----,;-------~~-~d-~--=---' ,, -~ ----~~---- i ------~~-----------+-------• ' ! j g "' 0 ' ro .. 2-2x4 TRAPESE SIZED FOR ACTUAL LOADING LOAD VERIFY'WT. 2-2x4 TRAPESE SIZED FOR ACTUAL LOADING VER.IFY WT. PLUMBERS STRAP OR WIRE WRAP O WEBS SLEEPERS ALIGNED WITH AND OVER TRUSS CHORD LOAD LOAD SLEEPERS LOCATED OVER PINS IN WEB JOIST• LOAD CONCENTRATED LOAC8 ACCEPTABLE MEANS OF SUPPORT FOR CONCENTRATED LOADS NOTE SPACING OF THE TRUSSES ON THE SHOP DRAWINGS. ADDITIONAL TRUSSES MAY BE REQUIRED AT CONCENTRATED LOADS. CONTACT YOUR WEB JOIST -RESPRESENTATIVE FOR DETAILS ANO ANSWERS. 1•'21 PIPE TRAPESE WITH 3/tr' LAG SCREWS J ! l L 3/e:' THREADED U-BOLT. 0 TOP OR BOTTOM CHORD SINGLE ANGLE TRAf'ESE PER LOADING -3/tr' LAG SCREWS NOTE:A RED LINE IS APPLIED TO THE UNDERSIDE or TOP CHORD AT MAX. DISTANCE PIN CAN BE OFF BEARING SURFACE. THIS RED LINE MUST NOT BE VISIBLE WHEN TRUSSES ARE INSTALLED. (DISTANCE VARIES WITH DESIGN REAC!IONS). ', MIN.= J.i -+----I~ SEE NOTE FOR MAX. TOP CHOR> EEAFINQ CETAI.B . • • (2) 160 NAILS THROUGH PREORILLEO HOLES IN BEARING PLATES. SOI I OM a-t0FD EEAFINQ CETALS CAUTIONS ERECTION BRACING AND ERECTION PROCEDURES ARE THE RESPONSIBILITY OF' THE ERECTOR. THE FOLLOWING ARE GENERAL SUGGESTIONS TO ASSIST IN ERECTION. 1. Al.WAYS HANDLE ANO ERECT WEB JOIST IN AN UPRIGHT, VERTICAL POSITION -NEVER IN A FLAT POSITION. 2. RED PAINT IS APPLIED TO THE BOTTOM SIDE OF THE TOP CHORD FOR TOP BEARING WEB JOIST TO ASSIST IN PROPER INSTALLATION. IF THE RED PAINT SHOWS WHEN JOIST IS IN PLACE, INADEQUATE BEARING OCCURS. ADJUST JOIST BEARING OR CONTACT WEB JOIST REPRESENTATIVE. 3. CHECK THAT TOP CHORD IS STRAIGHT PRIOR TO INS7ALLATION or DECKING AND VERTICALLY ALIGN BOTTOM CHORD WITH THE TOP CHORD. 4. THE JOISTS ARE LATERALLY UNSTABLE UNTIL DECKING AND BRIDGING ARE INSTALLED. WORKMEN ON UNBRACED SYSTEM MAY CAUSE JOIST TO BUCKLE. EXERCISE EXTREME CAUTION TO AVOID OVERLOADING (EITHER VERTICAL'LY OR LATERALLY) SINGLE OR GROUPS OF JOISTS WITH BUNKS or PLYWOOD OR OTHER CONSTRUCTION MATERALS. CUTTING, DRILLING OR ANY OTHER ALTERING or WEB JOIST IS NOT Al.LOWED. ANY ALTERATIONS OR FIELD REPAIRS MUST BE APPROVED BY THE MANU- FACTURER. HANDLING INFORMA llON WEB JOIST WILL BE DELMRED TO THE JOBSITE IN BANDED BUNDLES OF TWENTY OR FEWER JOISTS. TO HELP AVOID DAMAGE, THE JOISTS SHOULD REMAIN BUNDLED UNTIL TIME or INSTALLATION. IF STORAGE IS REQUIRED AT THE JOBSITE. PLACE BUNDLES ON LEVEL STICKERS TO AVOID GROUND CONTRACT AND PROTECT AS IS NORMAL FOR OTHER BUNDLED MATERIALS. ACCESSORY ITEI.IS SUCH AS BRIDGING. BRIDGING STRAPS. BLOCKING. X- BRACING, ETC. ARE SHIPPED WITH THE JOIST. THE ITEMS ARE SHIPPED BAGGED, BOXED OR. BANDED FOR EASE IN HANDLING. UNLESS OTHERWISE AGREED. IT IS THE PURCHASER'S RESPONSIBILITY TO UNLOAD THE WEB JOIST FROM THE TRUCK AND FOR HANDLING THEREAFTER. PROPER EQUIPMENT SHOULD BE USED TO AVOID OAUAGING THE JOIST. LIFT WEB JOIST BY EITHER THE TOP OR 80TTOt.4 CHORDS ONLY. DO NOT LIFT WEB JOIST BEARING ON ANY OF THE METAL TUBULAR WEBS. .. ._.IN. 3 NAILS EACH LEG Bdx Pf COt.AMON O. 13 I• DIA.) 10dx1.lf BOX 0.12tr' DIA.) LOAD 8HAAINQ BFIDCllNQ CETAL 2x4 FLAT BRIDGING_ TOE NAIL with 2-8d NAILS STANDARD Bl IDQtJQ DETAL APPROVED FOR · FABRICATION WEB JOIST N':J con DATE: ~~11~1:j~ GENERAL NOTES PLEASE RETURN APPROVED DRAWINGS AS SOON AS POSSIBLE AS WEB JOIST CANNOT FABRICATE OR DELIVER UNTIL APPROVAL IS RECEIVED. (CLR SPAN) THE Dlt.AENSION IN THE OVAL SYt.ABOL IS A CRITICAL DIMENSION · FOR YOUR APPROVAL. IT IS THE CLEAR SPAN DIMENISION WHICH THE WEB JOIST WILL BE DESIGNED TO FIT. Al..L MATERIAL SHALL BE FURNISHED BY OTHERS UNLESS SPECIFICALLY NOTED ·sv W.J: ON THESE DRAWINGS OR SHOWN ON THE MATERIAL UST. MANUFACTURER'S ENGINEERING RESPONSIBILITY IS ONLY FOR THE ENGINEERING OF THE WEB JOIST AND NOT FOR ANY SUPPORTING STRUCTURE, OR FOR LOADS OTHER THAN INOICAfED ON THESE DRAWINGS. USE OF THESE PLANS ARE EXPRESSLY FORBIDDEN UNLESS APPROVED BY THE ARCHITECT, CML, ANO OR STRUCTURAL ENGINEER LICENSED BY THE STATE AND IN OVERALL CHARGE or THE PROJECT DESIGN. NAIL SIZE '8d 10d 12d 16d '14GA. STAPLES MAY BE A DIRECT SUBSTITUTE FOR 8d NAILS WHEN HAVING PENETRATION OF ONE (1) INCH INTO THE MAIN MEMBER. · -·· . DO NOT NAIL WITHIN SIX (6) INCHES OF PIN NARROW FACE OF CORD. PRODUCT N=OFMATION ICB0 PF0-8Z40 LAM-24188 1. DESCRIPTION: TYPE I WEB JOIST PER INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS {I.C.B.O.) REPORT NO. PFC-3246. 2. MATERIAL SPECIFICATIONS: A.) CHORD t.4Et.4BERS: MACHINE STRESS RATED 2x4's OR VISUALLY GRADED 2x4's, GRADE MARKED BY AN APPROVED GRADING AGENCY. . B). WEB MEMBERS: 1" OR 111· OUT SIDE DIA. COLO-ROLLED TUBING YIELD = 45,000 PSI TENSILE = 60,000 PSI C.) SOLID PINS: 3/8" DIA. KNURLED PIN -ASTM A449. 5/e;' DIA. KNURLED PIN -ASTM A36. D.) BEARING ANGLES: 13GA. STEEL -ASTM A446 GRADE B. E.) BRIDGING STRAP: 18 GA. STEEL. LECEN) PER PLAN z SEE PROJECT PLANS I PER LAYOUT -SEE SSI/WEB JOIST DRAWINGS SEE PROJECT PLANS FOR ABBREVIATIONS NOT SHOWN . BELOW VIF =-VERIFY IN FIELD • NIC • NOT IN CONTRACT Fl.ABO = FRAMING MATERIAL BY OTHERS. 81---1----PROJECT PLAN DETAIL 1-[J--+---SSI/WEB JOIST DRAWING DETAIL I HAVE CHECKED Al..L THE DIMENSIONS, OUANTlnES, AND LOADINGS AND WARRANT THAT THEY ARE CO~RECT OR SHOULD BE CORRECTED AS NOTED AND SPECIFICALLY AGREE ANO ACKNOWLEDGE THAT ERECTION OF SAID MATERIALS IS THE SOLE RESPONSIBILITY or PURCHASER. PURCHASER --": --~·:. -,;~ -r· /. .,,.~-t 'g ,-_ ---er ;~ w I >Cu.· 0 ~ li· <( z • •,' .... ~ < -. ~ co :t .. il t--(.) a:: ~ ~ , .. r 8 0 s:! '. -' f?' 8 a:: < <C ll. t-u U1' .__. .... UJ ::::, . ::i U i tij N t-0 ·u 1§ Ill I-i 5 gi-C -, . t; CO 0 m 0 tz ~ ; i5 8lltO . C, : ~ 5: ~ iii z ~g-Ill ·o . _, -. BY BY -------------TITLE ____ __.._...~~ .. •n~~~~=::11111-.._._.._ JOB SUPT NAME _________ JOB PHONE REQUESTED DELIVERY DATE ... . ,. 'lo .. · 1707H --· 5!..bY.r 7 ~ l/ ,, l ... l - 2!'-0 I( 21 ~o '' I 14--5 ' Z./-t) ,, 21'-o" -2!'-0" • I ZI-C>'' . -·· ONE BEDROOM I I ' I STAIS., I' - ONE BEDROOM -- -------,~================t :, ' ~ ...... ..... \!\ ONE BEDROOM ,-- --+-----tt====================tl=l ~ ,.__~ ~ ~ ' I ....... ' ~ ... ----~ ' . ONE BEDROOM ~--------tt=========~ ~ ' 'I ~ --... a: ' . ..... ' -{ ! t\J i I I t ONE BEDROOM . ,L _______ _ ~--------- lWOBEDROOM . . . - ~· a: 8 -: I J . . -, - t~ I I 11 11 ll lWOBEDROOM STUDIO A STUDIO A ii 11 II I - / ·.see ?A6£_ · 7 ,~F 7 _____ -../ ..Ct'.'.J? F.,l_AA,f/Jv Go. / I \ I • LINEN STORAGE I I 1 l)< ;I r I I I I ONE BEDROOM I fnl I ~ ~ . ==:::.l:::==================l~======================:=i::~:=:!:)I I I ii ~ I -I CORRIOOR I ' STUDIO C STUDIO A STUDIO A I ONEBEOROOM \ CORRIDOR J ' / I I i I ,.."'-------- / ' 1,.,..--......i' STOA, j:.i::-)·' r_...,__ I -- > -·-u_:,,. =· :::::::::===1 GUEST LAUNDRY IJ I I J ONE BEDROOM ii . I . I II " 11 I I I ONE BEDROOM . STUDIO A ~ '~ STUDIO A ~ Ii r • ----;-~~:xx x:~<>:Ym ___ _ CORRIDOR ~ ~ LU \ ONE BEDROOM STUDIO A STUDIO A ,}) ~ I I I .. . . --2No· FLOOR PLAN ONE BEDROOM r = STUDIO C ' 8~6 1411 r y£/llf - ~=r:::===~ ----.-STUDIO B " >.. "' ~ ,, ' ~ " ~ I CORRIOOR ~ ! ~ 4l I- TWO BEDROOM 1• STUDIO B - .j. 2:.4 1 -I I/ . . l - ---A ... _ ' I -= • _ I 9' • 7 3/4" --11' ~ 4 1/4" . - • 3'· O" , ' ' . ~ ""--<--+-,-.-e;-·-·>j. .. -I ,, 1 I I -·· ....... -•2X4 JRD)GING SI1UNGER BY MFR..-.•• ~. •·•-· : I l-I - 4 PCS18" -6 PCS 18" WJi1.: , wJ21 Web .io;at-· · TYPE "A-1" TYPE "A"r ·, _ _. -5 -1/2" + j • 0 ,,. .., • .,. ' 24•. O" --. 21'· O" ~. . ' t: •· .. ' . ·-·;,,. ., f~-,, '·; ·;-. .+ 24"~ - ; i· .,'. .--~--.. ~---•; • I·\,,-•' y.,.1 -, -... "' .. ~ :. : "::' ... ~.:: :·: ·"'." '::·.: CQNJBACIQB NOTE:~..:·· ·~·,. ---~ .-_ ·_, -·'' --_· -· ! _-·=w=~~.::r~=-=~t"~-=:~==.t. H Sprinkler Mains are to «Mt IMtalled lri the .future, pleese CQntar:.t Standard Structurall, Inc. prior to instanirtion ao that we. may ...... 1he impacfot th•• additional loada on our product At that tlme.-.wtll Implement• changa-onle,: add'for ttMt r'eviaw, as well as for additional materials. Maximunraprinlder point load on any single truu l• 1251 par load""•· SCALE 3/32" = 1'-0" J . . . - _ FR~MiNG LAYOUT KEY PLAN@ ,, .. N 0 .,. .. w Ill Cl> II. ~ < u -Bi • N I:~ • < Cl0 Cl) a, ON a: . J .. u <; I-Ill w.=.5 z ;: c{O Cl) r- )( LL c&L IL 0 ..... Ill IO I') I') 9 5: a: ~ r-W zNN ~ I'' (I) .., ~ ... Iii~ ~ ~ ~ ... "" a>o 0 £u -i~~ 0..J Ill 0 J: ~ 0 ~ ~ :-1.. I' 4 ~ I '~ f'-.. . . w w I-I-<t <t Cl Cl Cl) z 0 f Cl) ~ > 1:..1 .. a: > .. cc > a:J 0 z w ~ ::.:: u <( w a: :I: 0 u ~~-- 0 U) .O>-.. z (0 m ·"'. 0 ;?--~ -, ';;,,, .-.,,_-_; -. ~ X 0 al ci a.: a: 0 ~~-I z ~ ;:: 5w~i zt:M- w~W~ I ~~ I-~ ... ..., . U80 111 w a:~ 1-a>~u, -~"" :I: ... )( Uzun-a::cw . <t ::E a: u, cc Q. s a: .. ..J w ... ,c ::E;; 0 ~ \ fV'.. ~ \'' ~ f <] <] <] 0: .,,. _--z ·t---- I-IL '. w .o:. w -X,C'\1.· Cl) • . - I r I -- ·1701~ 21!..o I/ ii !.!========~: r-,- l• -------·--____ _,._._.._ __ _ TWO BEDROOM: ' -... _ ._. ; z ;l-'c:;:) I/ . STUDIO A ,, ~ -- ~STORAG~ .;i " .,.._;·t -··~: ·-, t ,,, ~ 'I " ; ... ·~- . I "'· ,•, '- : i, '· . ,_-,t·'·: ' \.; 3 '• O" ~: ;!: . ; I r ' • ' .. .. . -· .'; . ;.: -. ' -~. '~ : '"l' -· ~ ,, ,_,,. . js .. : -4 --• ' . ; 2 1'· 0" · . . ··, ~ ', ; : ~ " ,, .. I . I I ~ 8' • 1 3/4" ---r - ' . ·®+ . " ' .. ' . . . ... ...... -. -. ·. ; ·.: _. : .. ' ·-•r•r--...... ,, .. 1 ..... ·,---'-4PCS18" . '"{ " .. ·'• WJ21 ;s'' TYPE "A•1~. '· ' ' '. ' - ' --~-----' ···-I .. '. . ' .. ,-~ . -. ·, ~RI ··_._.,. ·,, . ' . .. ' ,.· -t - 2 /:(:)If 'ONE BEDROOl,f -. ~. ..,. . ' ,. . -'' . ONE BEDROO._, l.1 II 23'• 10 1/4" ~ ·~ -5 • 1/2" • , j . j ; .. ' ; . l ' ' ' . I . . . . . I I j . ' I >--v(4 BRlDGJNG ~BY MFR.+---· ·------t~---· ,,,,_ .. ,. t I I l l I· -, '' 11 PCS 18'' WJ21 I 'I' ... I .,.. .. WebJolstlM .. I 24'-' TYPE""-"· " . --,. .. .. . . ' . -t') I l N ' ; I I -... "' . - lX4 B!lDGJNG STRINGER. BY MFR.• .~ ...... ir•r-• t-"••··-----· • J I . . ... --. .. ,. ,. . -! ~R ~ .,, ·. -, ' 5· 1Q" ' Ir . . • , __ .. "·"" •-,_-. . -· ~ ..... -.... ' ., ' ---.,_. .. /,,,: .. .. .. . -, . "-n " ; : ·; ; ' :..t .. ~._-. ______ ..;1..;.4..;;S.;..PA;.;' c.;..: .. s;..._..;.:..;.:;.;:--..;;2;;;.8'_-.;.o _______ . ..i~ M}- 0 -.. .,,_ .. ,~ :, --'-• .. ,, ·.;$JlJDIO A UNft10PP.~.tlAMl>}SAJOlqt A Acq:ss,~ UNIT-~. ,_, c'> ... •· . , . , D~::;,:ti1i[<;~: .. :ALLUNITlAYClUTS~RT-~.9fSHC)~COIIIION. i~~~'.'{~~;_,;~· · ·-·-5l~,';j-~·,;;:,;-, :WALLANDLA,YOUT·AT2~-~~l1.Y~~ARE f-,ci!:c·:h~_,'; .-, •,::,,:i:itl,' :LOCATED SCfAS.TC) MISS LAYour:;JffllfE EVENTOF'.MINOR. '.~:.'~ \,·,;.,:,_\~ •. tl:{. . ,CONFUCT.ALL\'f~JOISTMAYB&stti,-TED.SLIGH'rL~.~A,' .~):")·,,/c:'~ . .·.~··· · .}'. '~AYORASINGLETRUSSMAYBE~J:DUPJQ.314~. :::.r' ·f-",~ct,: ·:t./-;~-··:_~i,..;.,,.!.:,: .. --~ . -~ -~ .. -!. ., :--·· ---~--,.'~_-·;_~-- -, ~·~ ;-..... , ~ . '' '. -..::;, .,,. O" ,2 /.!c) I/ ••• .• 3'· O" .. . . /-'I'~ ~)1 I 7L// i.11 I 2ND FL'OOR· -PLAN:~ SCALE 3/32" = 1 '-0" · . ---~f 9' -1 314". \ .-- .--, ' '. ' ;~ ;, ' AU UNIT LAYOUTS START O CENTER OF SHORTER COMMON WALLAND LAY.OUT AT·24"<>A:TYPICALLV.COMMODESARE LOCATED SO AS TO MISS LAYOUT.IN.THE EVENT OF MINOR . _. CONFUC'f,-AU: WEB JOIST MAY BE SHIFTED SUGHTLV INA •c ./ BAYORASINGLETRUSSMAYBESHIFTEDUPT0314,., '· - ·< . . \ ·····:.:-:.~·-. "";. ·-. , . . -·z , .. ? . "' .... ct ~-. ' ' ;~.i (; '> .< w -o"' ·N 0 ..,. ... li .g .. u. i :::; < u I: !C • • N < a:, 8~ .2~u ~i I-Ill 111=.5 zr:: <( 0 (I) C . ~- X 0 m 0 ~ .. -. >< It 11: ti ! .. io w iri ; ~i w·,,;· ... ,: . t1 Zt;-·..:. 5 w!I ffi ::·· s l. z ~ -~.III w w~ la:tit!. I-~· '. "'.' Cl) :::> 'It CJ~O! BU! W· a:: I-re~~ CJ zt;;~ 051:z a: I w -<t a: a, i 0 jrO.~ i-!:i , ffi ... -~g8 ::-c ,,:Eco a • > ~ ~ I ~ I ~ \ti I -._, ts. .. .. w w I-I-<t <t ~ ~ 0 0 (I) z 0 \ ~ . \!. ~ (I) ~ > ~ ' w ~ I .. a: ~ > .. al > al ·O t 2 w h ~ ::a.:: CJ <t w a: J: <l <J <l 0 CJ . , · 17071111 . -. 1-( . --_ _ _ --_ _ . -CONTRACTOR NOTE _ --_ _ _ : __ :.l~.L~-:1 Jhla BuUding hae not been deaigmid to support any .Sprinkler Malna i:2r dlarnetw or~ [ _ - Branch lines 3" In diameter and under.,.. auumed to be Included-In the uniform dead load. If Sprinkler Mains are to be inatallad In the ~re, pleua contact Standard StruclurM-, Inc: prior to Installation ao -that we may ...... the impact of these additlorial load• on our product _·At that tl~e we wllf Implement a change :onhr add for the review, u wall _--for additional matartala. Maximum sprinkler point load on any eingle truae la:1251 per load-~~· . . ::'-SCALE l"=§'-0: _ --~ -~ - 10.15" {NTS) -. ::. ' r~ (REF.OIMJ • 2X4 BAG. BLKG. BY M_FR. 10.?,5" GLBm . - 8.75" GLBm NO NAILING INTO _ VERTICAL (NARROW)-__ -- -FACE OF CHORDS - -WITHIN 6" OF PINS, -; i f -j • E • TY~AL WEB JOIST _ -BEARING HARDWARE --AND WEBI PIN CONN. AT BOTTOM CHORD. _HOLD TO CLEAR THE AIM BOARD(1.75") i l I. . - · . 5 50" '. · : ' . --- . . -. ' ·---14 --~~·.~a!,= ._- ·---· _; -. :< --. --, -I · BY SSI, IS . ta,s:a:a::a:1:1:11:D1ms:a:a:a:a1:1e·a:--:a:1:1=1S1ililf: NOTCHED 0 TOPFORLAT. · TOP CHORD · SUPPORTAS, WJAREINST. P.COND. ct -. CORFIDOR TECO•LYLTO t:=~~=========~~===:;.1111!11-...::l PLATES W/ ,, · --CUPS 012 .. MIN. (TYP). :·;_ (REF.DIM.) -. -, .B.'rS,. GLBm NORMAL POSITIONING OF RAST PIN CENTERLINE IS 1Q"INSIOE FACE OF BEARING PLATES. 1/2" IF-RED LINE IS VISIBLE · FROM VIEW UNDER TOP_ _ CHORD TRUSS DOES NOT HAVE SUFACIENT BAG. , _ .~ Fl\AMER TO PROVIDE LVL RIM-BOARD NOTCHED _ -FOR TOP CHORD TO PROVIDE LATERAL ST ABIL - · FOR WEB JOIST DURING INSTALLATION. USE (2) TECO-CUPS BETWEEN EACH WEB JOIST TYP •. ....... ' .--H ~ ~ ~ • ' ~ 'fl t'\' .. .. w w I-I-<( <( C C Cl) z 0 f t <n > w .. a: >-.. IXl > al 0 z w ~ ::.::: u <( w er J: C u -,.. .- 0. '.,,, : 0, z -...... ID , -·: 0 ,.N; ' ., ' .., y;= j' ,· . ~ ~ I ~ \ ~ "'I \ I ~ ~ f f <l <l <l · 1707$9 21'-o '' 2/ ~t> I/ '• ' ~ ! . ; ~ f \) " I ' \\J ONE BEDRO()t.1 JWOBEDROOM -STODio A STUDIO Ac.' ' ' ¥ . -;==::::::========:;::====::! ~ Ir --~ ~ • • ::, ~~ t'-.. ' I ~ ONEBEOROOM "STUDIO C . . .STUDIO A • STUDIO A ::- ~ ' 'I ~ ~ ---i-i==================i ~ ' 'I \1'\ ' '"\k' ~ .ONE _BEDROOM .ONEB~ ~ ' I ' ....... " -~ ' ~ ~ ' ,, ....... ' . ~· I ~ "\ ...... '\ (i\ ONE BEDROOM . _ONE BEDROOM r r 2.4f'-I" .._1 i .. ----lH:=='=============~ ~ ' 'I ~ ONEBEDROOM STUDIO C, STUDIO B 'I CORRIDOR l --1 I ~ v\ .... , ; ~ 1. r l ··,.-wo·BEDROOM · lWO BEDFI.OC>l.f( ' ' ,. "" 1_ ~~ ....... STUDIO B · .... I ..... <\i Z41-l 11 .. I 14--5 I 11 Zl-0 -. -1·~:J,.i.LPA6~ 7 t:t?.< F.RAM / -r------/ ! ' ' . \ CORRIDOR·· .,; ------- GUEST LAUNDRY I ll ~ I i 'ONE BEDROOM' --. . . ONE BEDROOM. STUDIO A -CORRIOOR . STUDIO A· . _STUDIO A ,, __ 3Ro FLOOR PLAN~ SCALE -3/32" = 1 '-0" .--------------------.. -NOTE'. .. .. . , . . 1n· preparation-of ~ shop drawings, Standard S1ructlne. & · Web. Joill NW. Corp. have '*led upon ~rawinga and/or ulhel' · 'information ea prepared and checked by raprasantatlvas cf the owner and wift nat be responaibl• n the luformalion tumlahed or changed' ls .-roneoua.· Buy«. or his agent ahall approve -the ·. drawings, dimensions, loadings, quantHiea herein, and, in , ewn1 of. confflct9 betwaen ·these drawings and/or field condition*, th• appl'OV'ld ahop drawinga ahail govern and·aupercade lrdonnallOn _ comadrtecf In the plans and apeciflcallona, that may be in confflct: . ,,. -I . • • -~ • -• . . . ~--:; ' . ·,"-' ,:: ...... . . , .. :~ -... ' ' ·: . )C IL. •, ;~~ . ' .. ii :_ ~ 5: a: . ~ w ~ fl ~ (I) ......... ::, , . ..,. CJ la bi cJ C~z IO g :c&8 ~ ~ I ~ ~ I " t'-.. w w I-I-<( <( Cl Cl Cl) z 0 'N f Cl) \ .. > w .. a: >-.. > al al 0 z w 3: ~ u <( w CI: l: 0 u .. --::-~:. o:::ff:· z ';co::. ai ~N: 0 ~-,-', .., '3:,' . · .. · .. ! ,: ·---·-~' : N 0 i u. -..J < u 'N ~s ON a: • C( i I-It) zr:: <[ 0 Cll C :lo:: )( 0 Ill ci C: . ;'!. ,. a: cf·; w a;·_! w ttr· .. ~@ii zt:n .... w ~w..,. I' tn E ... !!( • -""i • ~8i~ !::a,zv, :c ~o .... u zi->< a: ; U) ~ <( ~ ,,, a;G.~ ·a: -w-c 2,,iQ ~ 't'-, . I ~ \I. t ~ N t, <J <J <J , . • 1707U 2, /!...C) II 2/.!c:; ,I/ /" ,-,, -, __ -~-~,E,£ ,,P.·1~£ '3 Pc-'7 1s '1,102' ~ A1 \ /-L _ ", 1.:::::11 ====lll\ 1 , 11 11 11 1 1 ',~ .. ___ =_ ==.I ! !~, ! : l j I I i: I ,; 1. · · 1 I· l ~ I :, ONE BEDROOM I:, STUDIO A STUDIO A ONE BEDROOM ONE BEDROOM ONEBEDROO,M I I l ,I : Iii,,,-..,,,. I ~ lWOBED~ ./'I ll! '\\ 1 ' t , ,.-) Ii/ ,.,.., H ,_' ';1,i:1~i)<' ,,, ~,,· I \ . . . . tn . .• : . . / 11 ii ! f i i e . ' i :: I ~ Vi ___ L'.=:::::=:::;:::========::======;-, w ii J~ II II ; !' I ! I: i ! I ~~ I Iii ' ; I' I ~ l ! ; ' ! ' ..i.--!:!:=.;;:;;;==================::'.'..l '~ ''j 1 · : I ' ' 'I - 18'-4.00" , , Fr L!=-= =-=-.:::::;:-= ~ _. = TWOBEDROOM ,..,_ __ 2 PCS 1Bt -0---....,.i>--t-1 __ ,._ WJ21 W.J. ---TYPE"A~i•~_l'I---~ , , ---. -------~I ~,,,._ -(1r-s.oo") .... . :: ~TOR. RM #258 & #305 LAYOUT SCALE 1" = 6'-0" NOTE' · -In p...,,.-atiOn of ttleN shop drawings, standard struduret Ii:· ; Web Jollt NW Corp. have retied upon drawings end/or olha:: Information_ .. preparad and checked by 'repreeentativee of ..... own• and wil-nol be rasponaibla if h information fumlehed «:, changed la erronaou.. Buy.-or Jus agent shall approve 1hr drawings, dlmensloM,' loadings,· quantitiae herein and, in evenf of conflicts belwNn thue drawings 91Cl/or field conditions, Uni' , epproWld shop dnnlings 8hall govern.and 8Upercede infonr,atiala ~talnad in the plane and .speclfic:ationa, that may be in conflict.~ , - STUDIO A. I 12'· 2.00" STOR. RMS FRMG. LAYOUT SCALE 1" = 6'-Q'' STORAGE RMS I 2151 12441 & #278 STORAGE RMS I 3151 1344, & #378 ,---2X CRIPPLE WALLS BUil TON COMMON WALLS. NO TRUSS 0 THESE DIVIDER WALLS. STUDIO A ONfBEDFIOOII 11 I I 18'-4.00" 18" LVL RIM JOIST WI-------:--=~....,...~ NOTCHES FOR TOP CHD. . ' ' FRAMING CUPS FROM --~ ~,, LVL TO TOP PLATES PER : ~ " DIAPHRAGM REQ'MTS,, ;. ---~ , I ' ' I -----i { __ _;.·~--_..._.1 ___ // Pc;-6 ,~, WJZ.I 7YP£ "A"llf ONE IIEllROOtl I I ' . ]: ' I ! ,_ ,_ "_ ··1· \ ii ! r ; I I ONE BEDROOM \ I /---I ____,/" · -3RD FLOOR' PLAN ---· .f'c £ ?AC,.£ ~di= .7 ~ --,TYPICAL Web Joist™ FRAMING LAYOUT SCALE 1" = &' ::O" TWO BDRM UNIT, (OR OPPOSITE HAND} . i -.. SCALE 3/32" = 1 '-0" ,, .. , .• l )( LL. < LL. LL. 0 ...... II) co M M 99 a: le le W zNN ~ Q 6" 6i' 0 t-8 8 I-0 ......... Cl) ::> =>a:iu~ (.) I-~ 0wg za: 8 I-< Cl) 0 0 ii:; -8~~ 3: 0 !:i 011)0 ::C~(.) ~ \!} I ~ ~ 1 I t<--i'-.. .. w w I-I-c:{ c:{ C C Cl) 2 0 t t Cl) > w .. a: > .. al >-CD C z w ~ :.::: u ct w a: ::t C (.) :ii: X 0 al 0 a.: er: 0 ! w 3E w 0 .. z b ~ -01 C, w II) Z t: M .-. w uw~ I-.. I a: u, £:!. I-~ ..... ..... U 8 C in W a: N I-Cl) z f;I i !a O ,..,_ u zti::5 a:< w -c:r :::ea:rn a:0..5 a: ... ..I w ... < ::Eaio ~ ~ I ~ tZ . ' \ I\) t f <J <J <l I . · 1707GG .f 5 PCS 18"-13"•18~.,.. ,_. ---,~ W.J. TYPE 8-4": :'. I fl I I{ /4--")'2.. : . -;_ ~. . ; ARCHED ROOF TRUSSES IN CANOPIES: ,'.ti tROOF FRAMING LAVOUTr· ~ . -, ' . . f''; ;: -' . . · . .. SCALE 1" = G'-0" PROx./f .-;•·,' ___________ _;.;;;., . .:. 3 PCS 18"-30"-18" ·. WEB JST •. TYPE R-3 . . I . . . t· -----1 ..,__ __ ! ,._ ____ _ I U--l ..i.--l " I~t{t\·. ... __ . ------~i '\ ·---t I I ~-- ARCHED ROOF TRUSSES IN CANOPIES:-- ':· ~ . ' ,·;..,., ~/<··,. RQQf FRAMING LAYOUT-~;. -· SCALE 1" = 6'-o" PROX. ~ -- V'i ~ I . io ~ ;q I I ,\) K I ; .. a: -ti; ' I ~f i ..__ __ ---t!: I ~ -..i--· --.L ------l----1---,_ ~~*~](t ~ .·.~ - 'IO "9>; <) -' ,11 ....._ __ i! -11 .... ' . ~ .... ,.. -· ~ ·,/.f' '----' . ~· --;~ ,-~. -II)..,: ?~ti I . . ... U) ~l,;1t" U).., -> I' 2'2. '-~ 1/1.'' '\ . I 1~2. -~ 19 -\ J fl 3: I ... z. 3 ~e,Yz I/ /8 ·-.3½. )f z.3::e~ .. . NOTE' -.. . . . . . ·,,: · -.::-;· ~ ,~,:~·. . ·,, In preparation of these shop. drall(inp. Standard S1ructurea & . w.b .Joist NW-COrp., hav9 relied upon drawings and/or. o1her lnfonnation aa prepared ,anct_ checked bJ n,preaentatlva* of the owner and Will not be responsible If the lnforrnatlon furnished or.· changed ra ..-roneoua. .·Buyer. or :hla -~ shalt approv,a the .. drawings, dlmenstona, loadinp, qmnuties heteln and, in event of ·conflicta belwNn theM,drawinga and/or field condftlon.a; :ttw >approved ahop drawhlga ahall govarri and aupercede lnformdon ·'contained In the:plan. anc1· ~; thal rnay'bafru;onftict.;· .. ~ :~ : ,t . REMINDER JO BUYER:,;:i ~J Buyer's signature is iequlred before sh• -drawings can be processed for fabrication.,~ ::JERIFY, al~· elem-span CU,menslont on .~ · and make ·a check mark oi,,conect dime 1" ~ 'f ~.·; c.'~ : "'· ' ;); -~ ·' . " ch. anges. are required. ft!.·.·-' -' , . . ' ~ ~ . -. .-.-J.»": ·' _· · :.; ·' . '. '·should t._noted. Slgn.~- Buyer's Fabrication .AUlhorlzatlorfon Page:·i: :l>f; 'c 2, "· :before .-+ietumJng · i approval. Approval without sign~ wiU have to be returned and valuable time ·will be lost : \ ;'ll \\ / \ \ / /\. / i / \ / \\ ' \ .... ,.,. ,,,_, 1 • : . ..;",iNSTALLER NOTE::C·· 2XBLOCIONG IS TO BE ATTACHED TO BEAMSAND- ·:PLATES wmi THE.SAME NAILING AS IS REOUIREO: BY THE STRUCTURAL NOTES FOR NAILING THE; : . ,.·PLYWOOD TO THE BEAMS. (SEE STRUCTURAL FOR ; ~'~*~;-~).,:;: ,,, ,. ,.,,c<,·.,:, ,, : CQNJ'.RACTOR PJQTE ,: . ,_!,}. >-;:;; ,J . ,,. , . ;Thi. 8ulldlng' hae nc,t l)eM. d~ to aupportanySp,fnkter'ileina !t.* dhln,etat or mm.\ :-_Branchlfnea 3" hi c1tam.ter· and undetn eaumed to be iricli.lded rn tJli uniform dMd load. ; If Sprll'll(ter. Maine are to. be Installed in .ttie future, pleue eQntac;t stind.-ct s~.1ni:. .prfor·tcp Jnatallation tio that wa may aaaeaa.lhe Impact of theaij_l'...UOnal load• on our product. At that time we wtlHmplernent a: change:order add ~ rmew; •·w.11.·n for "additional material•. Maximum apnnkler point toed on any~~-,. ,1251 pet load i"e.:; ·-·-"" ·,': . . , .;: --.. -- SHAPETOP- PLATETO CONFORM: .. WITH W.J • CURVATURE TOPROVIOE' ......,,,,...-.RJLL-BRG., · : ,:it·, ' . . -. ,,---N 0 .., ... in a, -Bi ia: ..... c( u ce· N I:" co :I • Cf.I a, 0 N J .. u a:: ; c( 1--Ill .,. .. c z ;:::: .,._ c( 0 Cf.I " ~ X 0 tD _q Q,. . ~"..:,-,. ·:: .~.-. '). ·: . )(U. ' ' ; .. < u.. ·,;. B: -:.-u.;O a: a;· '-.. ! w 0 : i ~: rn~ I t.-...... ffi ·;.: t c,: w I,:. 2 ~ ;r w !wl 0 8 I t-~ t; . 1-~"!& ::) 1ui frl8i; u lw§ =mzio •. a: ..... < :t cO,._ OlU (.) zt;>< ·g~t a: ... ct·i ~ a; -a.j .: ~ 5l !:i i.-, i8 . w ... < -:i.,..c ,_, .. -.--;, -CIO_ . w ~ ~ I-\ <( ~ a (I) -~ I z \\ 0 ' " ~ (I) ~ > UJ > a: .A cc ~ 0 I t,I w i... ~ I (.) w :t <l <l <l (.)