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Home My WebLink About1808 ASTON AVE; STRUCTURAL CALCS; PCR01026; Permit0411 312001 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: WYER KIETH City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCRO1026 Building Inspection Request Line (760) 602-2725 1808 ASTON PCR . 2121200700 $0.00 CBOO-3345 AV CBAD Status: ISSUED Lot #: 0 Applied: 01/25/2001 .~.. .. ~ Plan Approved: 04/12/2001 Issued: 0411 3/2001 ASTON VIEWS Inspect Area: Construction Type: NEW Entered By: MDP DEFERRED ROOF & FLOOR SUBMITTAL Owner: ASTON VIEWS L L C 4370 LA JOLLAWLLAGE DmQ4/13/01 0002 01 02 SAN DlEGO CA 92122 COP 327.00 13 760 744-3133’1 Total Fees: $327.00 Total Payments To Date: $0.00 Balance Due: $327.00 Plan Check Revision Fee Additional Fees $327.00 $0.00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE Please take NOTICE that apvoval of your project includes the‘lmpobikm’ of fees, dedications, reservaMns, or other exadons hereafter WlkcOvely referred to as ’feeslexactbns.” You have 90 days from the date this permhwas issued to protest imposition of these feeslexactions. If you protest them, you must follow the pmtest procedures set forth in Government Code Section 660ZO(a), and file the protest and any other required information with the City Manager for processing in amrdance with Carlsbad Municipal Code Section 3.32.030. Failure to bnelyfollowthat procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their impasition. You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexxtbns DOES NOT APPLY towater and sewer mnneclion fees and CaWCW changes, nor planning, zoning, grading or othersirnilarapplicalmn pmzssing or serfice fees in wnnection with this pmject NOR DOES IT APPLY to any feedexactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previouslv otherwise expired. FOR OFFICE USE ONLY PLAN CHECK NO.-% PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL. Plan Ck. Deposit Validated By I Date #WK$hlW&V(oN I W _/w A&.-) Atc Address lincluds BldglSYits XI Legal Description Lot No. Subdivision NameINumber Unit No. Phase No. Total I Of Units Business Nams Iat this address1 Existing Use Propared Use k.LcI.rrd.5 L Description ofwork SO. FT. tot stories 11 of Bbdr00ms X of Bathrooms , ., :. , ,, .. , ,, Name Address city StatelZip Telephone I Fax # Name Address City State/Zip Telephone # 7031.5 Business and Professions Co issuance. 8150 requires the applicant for such permit to file a signed Statement that he is licensed PUIsUant to the provisions of the Contractor'$ License Law [Chapter 9. commending with Section 7000 of Division 3 of the Business and PrOfe5siOnS Code1 or that hs is exempt therefrom. and the basis for the alleged exemption. Any violation of Section 7031.5 by my applicant for a Permit subjects the applicant to a civil penalty Of not more than fi B hundred dollars l850011. Name State License X -&LzS'+ License Class A{K City Business License X 22 Y80,-, Designer Name Address City StatelZip Telephone State License X Workers' Compensation Declaration: I hereby affirm under penalty of perjury 008 of the foliowing dedamtiorn: of the work for which this Permit is issued. 0 issued. MY worker's compensation insurance carrier and ~ollcv number are: s,-eId /rum Jl'i179 6+ ek-.#w-= 5 %m\7Lcu - 3 I J 5 Lu2LW.x CZ., Address City StatelZip TelZphoneX , ,,, ,. .,.I . . ,.. , . .., 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 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is Insurance Company Policy No. Expiration Oats (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 181001 OR LESS) to become subject to the Workers' Compensation Laws of California. WARNING. thousand dollars IP100.000). in addition to the cost of compensation. damagsr as provided for In Section 3706 of the Labor Code. interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I, 81 owner of the property or my employees with wages as their sole COmpmSation, will do the work and the Structure is not intended or offered far sa18 ISec. 7044, Business and Professions Code: The COntraCtOr'S License Law does not apply to on owner of property who builds or improve$ thereon. and who does such work himself or through his own employees, provided that such improvements are not intendsd 01 Offered for $818. 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 salei. 0 I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project ISec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of P~OPBRV who builds or improves thereon. and Contracts far such projects with ~ontr~~t~rl~l licensed pursuant to the Contractor's License Lawl. CERTIFICATE OF EXEMPTION: I Cenify that in the performance of the work for which this permit is issued, i shall not employ any person in any manner so as Failure to secure workers' compensation coverage IS unladd. and shall subject an employer to crlmlnal Penalties and Civil flnes up to one hundred .. J WgUILM&ECWh&lON ,. I am exempt under Section I personally plan to provide tho major labor and mateiids for construction Of the proposed property improvement. 0 YES UNO I (have I have not1 signed an application for a building permit for the proposed work. I have contracted with the following pereon (firm) to provide the proposed construction (include name I address I Phone number I contractors license number): Business and Professions Code for this reason: 1. 2. 3. 4. number I Contractors licensw number): 5. 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 I address I phone I will orovide some of the work. but I have contracted (hired) the foll0win(l mrsons to Drovide the work indicated (include name I address I Dhone number I tVDe Is the applicant or future building occupant required to submit a business plan. acutely hazardous materials registiation form or risk management and prevention program under Sections 25505. 25533 or 25534 of the Preslev-Tanner Hazardou Substance Account Act? YES 0 NO is the applicant or future building occupant required to obtain a permit from the air pollution Control district or air quality management district? YES NO 1s the facility to be constructed within 1,000 feet of the outer boundary Of a school site? YES 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 REOUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AN0 THE AIR POLLUTION CONTROL DISTRICT. ,, , I hereby affirm that there is B Construction lending agency for the performance of the work for which this Permit is issued 1Sec. 3097lil Civil Code). LENDERS ADDRESS ,, . ,,, ' ,. LENDERS NAME ,. , ,, .. I cenify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building constwction. I hereby authorize representatives Of the City Of Carlsbad to enter upon the above mentioned propmy for inspection PU~POSQS. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AN0 EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SA10 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. EXPIRATION: Every permit issued by the building Ofiicial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by Such permit is not commenced within 180 days from the date of such permit or if the building or Work authorized by such permit is suspended or abandoned at any time after the work is corn APPLICANT'S SIGNATURE DATE . -WHITE File YELLOW: Applicant PINK: Finance EGl - Corporation Zn Tartncrsfiip witfi @mnmnt for !Bui&iiy Safety DATE: April 11,2001 JURISDICTION : Carlsbad 0 FILE PLAN CHECK NO.: 00-3345 REV (PCR01-26) SET IV PROJECT ADDRESS: 1808 Aston Ave. PROJECT NAME: Deferred Floor/Roof Framing Submittal; Aston Views 0 The plans transmitted herewith have been corrected where necessary and substantially comply H 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list 0 The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant 0 The applicant's copy of the check list has been sent to: with the jurisdiction's building codes. and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. H Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Fax #: f Date contacted: (by: 1 Mail Telephone Fax In Person [XI REMARKS: Each sheet of these plans must signedlsealed by the engineer responsible for Enclosures: City-approved plans their preparation. By: Kurt Culver Esgil Corporation 17 GA 0 MB 0 EJ 0 PC 4/5/01 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EZT - Corporation ln Tartncrskip witK ~ovemmcnt for @uiUi@afcy DATE: March 23,2001 JURISDICTION: Carlsbad 0 FILE PLAN CHECK NO.: 00-3345 REV (PCR 01-26) SET 111 PROJECT ADDRESS: 1808 Aston Ave. PROJECT ADDRESS: 1808 Aston Ave. PROJECT NAME: Deferred Floor/Roof Framing Submittal; Aston Views Cog. Ctr. 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list [XI The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant [XI The applicant's copy of the check list has been sent to: and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. Lusardi Const. 1570 Linda Vista Dr. San Marcos, CA 92069 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Keith Date contacted: dzb (bl (by: hk) Telephone #: (760) 744-3133 x 1113 Fax #: -9064 Mail &phone Fax/ In Person [7 REMARKS: By: Kurt Culver Enclosures: Esgil Corporation GA 0 ME 0 EJ 0 PC 311 910 1 trnsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 c Carlsbad 00-3345 REV (PCR 01-26) March 23, 2001 RECHECK PLAN CORRECTION LIST llJURlSDlCTlON1 PLAN CHECK NO.: 00-3345 REV (PCR 01-26) PROJECT ADDRESS: 1808 Aston Ave. SET: 111 DATE PLAN RECEIVED BY ESGIL CORPORATION: 3/19/01 DATE RECHECK COMPLETED: March 23,2001 FOREWORD (PLEASE READ): 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, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. B. 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. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. 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? OYes ONo Carlsbad 00-3345 REV (PCR 01-26) March 23, 2001 I. THE BUBBLES HAVE BEEN COMPLETED, BUT NOW THE PLANS AREN’T SIGNED/SEALED BY THE ENGINEER RESPONSIBLE FOR THEIR PREPARATION. Please fill in the empty reference bubbles throughout the plans. 2. Please revise the plans as directed by the engineer-of-record (Prime Structural Engineers). Then. resubmit to them for further reviewlaooroval. 4. Why are so many sheets missing from the set?? SHEETS 7,8,9, ETC. ARE MISSING. NO RESPONSE RECEIVED. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. 0 Obviously, more effort must be made before you resubmit next time! Please provide an itemized response to each outstanding item from above. Someone just dropped off the plans with no transmittal, explanation letter, etc. Please provide assistance to the plan checker if you are interested in obtaining approval in a timely manner!! 0 Correction 1 is still outstanding: The plans are now signed, but someone “turned off” the layers with the reference bubbles! For example, sheet 1 now has NO DETAILS shown on it. Please take extra time in reviewing the plans before you resubmit next time. 0 Correction 2 is still outstanding: The set you resubmitted apparently was not reviewed by Prime Structural Engineers. Please have them reviewlstamp the plans BEFORE you resubmit to the building department. 0 No response was received for Correction 4, so it is still outstanding. Em Corporation ~ ln ~artncrsfiip with Government for BdZg Safety DATE: March 5, 2001 JURIS D I CTI 0 N : Carlsbad MEVIEWER 0 FILE PLAN CHECK NO.: 00-3345 REV (PCR 01-26) SET: I1 PROJECT ADDRESS: 1808 Aston Ave. PROJECT NAME: Deferred Floor/Roof Framing Submittal; Aston Views Corp. Ctr. 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant (XI The applicant's copy of the check list has been sent to: contact person. Lusardi Const. 1570 Linda Vista Dr. San Marcos, CA 92069 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Keith Date contacted: 3-64 (by:&) Fax #: -9064 Telephone #: (760) 744-31 33 x 1 1 13 Mail A Telephone Fax/ In Person REMARKS: By: Kurt Culver Enclosures: Esgil Corporation 0 GA MB 0 EJ 0 PC 2/27/01 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 - Carlsbad 00-3345 REV (PCR 01-26) March 5,2001 RECHECK PLAN CORRECTION LIST - JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3345 REV (PCR 01-26) PROJECT ADDRESS: 1808 Aston Ave. SET: I1 DATE PLAN RECEIVED BY ESGlL CORPORATION: 2/27/01 DATE RECHECK COMPLETED: March 5, 2001 FOREWORD (PLEASE READ): 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, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGlL CORPORATION. B. 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. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. 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? OYes ONo Carlsbad 00-3345 REV (PCR 01-26) March 5,2001 1. THE BUBBLES HAVE BEEN COMPLETED, BUT NOW THE PLANS AREN’T SIGNEDKEALED BY THE ENGINEER RESPONSIBLE FOR THEIR PREPARATION. Please fill in the empty reference bubbles throughout the plans. 2. Please revise the plans as directed by the engineer-of-record (Prime Structural Engineers). Then. resubmit to them for further reviewlamroval. 4. Why are so many sheets missing from the set?? SHEETS 7,8,9, ETC. ARE MISSING. NO RESPONSE RECEIVED. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. c E~GL Corporation DATE: February 2,2001 J URl SDl CTl ON: Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 00-3345 REV (PCR 01-26) SET: I PROJECT ADDRESS: 1808 Aston Ave. PROJECT NAME: Deferred Floor/Roof Framing Submittal; Aston Views Corp. Ctr. 0 The plans transmitted herewith have been corrected where necessary and substantially comply 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant's copy of the check list is enclosed for the jurisdiction to foward to the applicant The applicant's copy of the check list has been sent to: with the jurisdiction's building codes. and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. Lusardi Const. 1570 Linda Vista Dr. San Marcos, CA 92069 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Keith Date contacted: 'd> (by:E) Fax #:-go64 Telephone #: (760) 744-31 33 x 1 1 13 Mail ,Telephone Fax- In Person 0 REMARKS: By: Kurt Culver Enclosures: Esgil Corporation 0 GA 0 MB EJ 0 PC 1/29/01 trnsmtl.do1 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 Carlsbad 00-3345 REV (PCR 01-26) February 2, 2001 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3345 REV (PCR 01-26) PROJECT ADDRESS: 1808 Aston Ave. DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/29/01 DATE REVIEW COMPLETED: February 2,2001 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): 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, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new complete sets of prints to: ESGIL CORPORATION. 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. 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? 0 Yes 0 No Carlsbad 00-3345 REV (PCR 01-26) February 2,2001 1. Please fill in the empty reference bubbles throughout the plans. 2. Please revise the plans as directed by the engineer-of-record (Prime Structural Engineers). Then, resubmit to them for further reviewlapproval. No structural calculations were provided. Please submit complete sets. Why are so many sheets missing from the set?? 3. 4. 5. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number,of 8581560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. Carlsbad 00-3345 REV (PCR 01-26) February 2,2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3345 REV (PCR 01-26) PREPARED BY: Kurt Culver BUILDING ADDRESS: 1808 Aston Ave. DATE: February 2,2001 Air Conditioning - Fire Sprinklers TOTAL VALUE BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: 1994 UBC Building Permit Fee . V 1994 UBC Plan Check Fee v Type of Review: Zomplete Review Structural Only 0 Repetitive Fee . /rlRepeats Other I $326.81 I J Hour I 31 Hours* Esgll Plan Review Fee * Based on hourly rate Comments: Review of deferred roofhloor framing: Esgil fee = 3 hrs. @ $87.1 5/hr. Sheet1 of 1 macvalue.doc , //q I Ryan, 1 , ~ haw a response tomorrow. Attached is the sheet that I included with the last deferred submittal. It explained the corrections that we made. If you have any questions please call. I am currently reviewing the latest sheet from the building department. I will 1,7970 Earhart Awenue, Suite 210 ahbum, California 95602-9022 - 530-899-2979 Fa= 530-999-5671 0 39500 Stevenson Place. Suite 104 Frcmont, California 94539-3101 510-494-0741 -Fax 510494-0745 1521 Chico Awe, South El Monte. California 91733-2996.626-573-7170= Fuzz 626-401-9376 P. 0. BOX 82657.2049 Kuru St. San Diego, California 92138-2657 619-295-3153 Faa 619-295-3625 TO: Lusardi Construction AlTN: Ryan CC: FACSIMILE COVER LETTER DATE: 3-27-01 PH.: FAX: 760-744-9064 REGARDING: Aston View JD2 INC. JOB # Thanks Ross FROM: Tracy Cody, General Manager I Ext. 203 Thank You for your attention on this matter. Total number of pages including this page IS If yon do not receive the number of sheets shown above, please dl sender at 619-2 I CALIFORNIA CONTRACTORS LICENSE No. 674925 NEVADA CONTRACTOR5 LlCEN5E NO. 455885 7. THE BUBBLES HAVE BEEN COMPLETED, BUT NOW THE PLANS AREN'T SlGNEDlSEALED BY THE ENGINEER Please fill In the empty referetxfi bubbles ttlroughout the plans. 6LE FOR THEIR PREPARATION. 3" 2. Please rsvise the plana as dlfeded by the engcneerot--record (Ptlrne Structural fnglnesl ED P WL c%&d6 NO RESPONSE RECEIVED. 4. SHEETS 7,%. 9, €IC. ARE MISSING. Why ate so many sheets missing from the set?? MI SS/d6 5-7s Azgr ,,DeelL/& Cas The junsdidlon hae contraded with Esgil Corporatlon located at 9320 Chesapeake Drlve. Solte 208. San Dlego, California 92123; telephone number af858/560-1468, to perftym the plan review for your project If you have any questions regarding these plan review ibrne. please contad ZTurt mer at Esgil Cnrpdreuon. Thank yeu. 12970 Eurhurtilvenue, Suite 21 0 4 Auburn. California 95602-9022 530-889-2973 -Pas 530-889-5671 39500 Swenson Place. Suite 104 Fmnonc, California 34539-3101 510-494-0741 Fa, 510491.074j P. 0. Box 82657. 20-19 Kuru SC. *Sun Diego, Cal&miu 92138-2657 619-295-3113 .Fax 619-295-3&g 1531 Chic0 he, 9 South El Monte, California 91 733-2996-626-579-71 70. Fas 626-401-9576 8 TO: Lurardi Construction ATTN: Ryan cc: FACSIMILE COVER LETTER DATE: 3-28-01 PH.: FAX: 760-744-9064 REGARDING: Aston View JD2 INC. JOE X 1 Ryan, Amched is the latest response from the building department. lkm A - No response required. em 6 - See attached transntittal and this fax Item C -The drawing layers have been turned Off because my JD2 engineer will not sign for the building design. He is only signing for the design of the joist. By signing tho joists shop drawings without the design information he is varifying the Joist design and Placement. If my engineer signed the shop drawings with all the layer turned on he would be stamping that the build design is correct. The overall building deslgn is the engineer of record‘s job. The joist shop drawings are for Joist placement only and not design a document My engineer verifies that the io& are designed and fabricated per the contract drawings and the calculation matches that design. Rem D - Lusardi has to get Prime Structure’s approval stamp before submitting. Not by JD2. bm E -The missing drawings are the deck drawings and are not pad of the joist submittal. FROM: Ross Jeffrey, Project Manager I EA 208 Thank You for your attention on this matter. Total number of pages including this page iS Page of Uyou do not receive the number ofiheets shown above, please call sender at 619-295-3153. CALIFORNIA COMRACTORS LICENSE NO. 674925 NEVAUA CONTRACTOW5 LICENSE M3.45585 I JDz, /NEm a WZ-ZAZA- “Innovative Steel Solwtiom” TO: Lusardi Constructlon Co. 1814 Aston Ave. Carlsbad CA 92008 Aflr4:Lance Rlernan I Ryan Measher 0 12970 Earhart Awenue, Suite 210 *.4ubuin, California 9560-3-3022 530-889-2979 Pau 53 -889-5671 0 39500 S(evensoii Place, Suite 104 *tkmonc, California 945393101 510-494-0741 *Fw d?O-m-O745 ,7049 Kuru Et, P. 0. Bar 82657 Son Diego. California 92138-26.57 619-235-3153 ~FRX 61p-2955626 n 1521 Chic0 he. So. EIMmtc. California 91 733-2996 6-36-579-71 70 *Fax 626.401~9576 DATE: 3-14-01 PROJECT; Aston View5 Plaza JOB NO.: 00-364 1 CUSTOMER’S #: 2539 I -- TRANSMITTAL COPY TO: Fila WITH -PRINTS. GENTLEMEN: WE ARE TRNJSMI~TING THE FOLLOWING: VIA: a PRINTS 0 REPRODUCIBLES 0 Cal OVNT 0 u. s. MplL 0 BILLS OF MATERIAL 0 SPECIFICATIONS UPS OVNT HAND-DELIV. 0 APPROVAL (PLEASE CHECK AND RETURN - PRINT BY PLEASE NOTE DELAY IN RETURN OF APPROVALS MAY RESULT IN A DELAY IN SHIPMENT. YOUR USE c] FOR FABRICATION REVIEW AND ADVISE Defsred SubmLl SIGNED: Dennis Cody, ProM Manager I Ed. 205 C-A CDNTRACTORS LICENSE No. 674925 * NEVADA CONTRACTOR’S LICENSE NO. 45585 Fehruluy 19,2001 commeals mad SAN DIEGO, CA 921 10-2014 //ATTENTION: DENNIS CODY JOIST GIRDER MARKS as shown on the: *ad for performing all work in a safe and satisfactory manner. PRIME STRUCTURAL ENGINEERS SEOUENCE RED BLU r r GRN YEL WHI ORG THESE JOISTS ARE AS MARKED ON THE JOIST PLACEMENT PLANS. The bridging is to be in place and anchored as required by the SJI Specifications & Technical Digests. The work was prepared under the supervision of Valley Joist-West’s Mr. Walter Worthley, PE, Chief Engineer. If there are any questions, please feel free to contact Mr. Walter Worthley, Chief Engineer at the above address. The joist designations and special loads were designed by the engineer-of-record, not by the joist manufacturer nor by RICHARD A. PHANEUF, P.E. MR. RICHARD A. PHANEUF, P. E. IS NOT THE engineer-of-record; Mr. Phanenf is the steel joist component engineer whereby Mr. Phaneufs scope is limited to the design of the members in the steel joists. Mr. Phaneufs scope does not include the complete structure nor the coordination of the components within the structure as clarified by the May 1996 California Board of Registration Annual Report. THE PROFESSIONAL ENGINEERS SEAL AFFIXED HERETO INDICATES THAT THE STEEL JOISTS WERE DESIGNED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE’S STANDARD SPECIFICATIONS TO SUPPORT THE LOADS furnished and approved by the owner’s engineer of record. THE SEAL IS NOT INTENDED TO CERTIFY OR IMPLY THAT THE BUILDING DOES OR DOES NOT CONFORM TO ANY NATIONAL, STATE OR LOCAL BUILDING CODES. VALLEY JOIST IS A CERTIFIED, ACTIVE MEMBER OF THE STEEL JOIST INSTITUTE. THE STEEL ANGLE SHAPES AND ROUND BARS USED FOR THE CHORDS AND WEBS WAS 50-KSI MINIMUM YIELD STRENGTH PER THE SJI SPECIFICATIONS. The joist material sizes were designed shown on the calculations. Valley Joist’s ICBO Number is FA-363. RICHARD A. PHANEUF, PE #24975 DIRECTOR of ENGINEERING VALLEY JOIST / EBSCO INDUSTRIES, INC. CACALC VJ ON02915 CCI LEA MERKLEN-VJ-WEST CCI WALTER WORTHLEY, PE-VJ-WEST - 7 43-0) Vallev Joist West Page 1 V1.71 7 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED GlOl 4 - 28G4N31.4/17.27 x 27'11.500 Special Crimped angle Parallel chord Girder - End Lenqth Depth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL 83.750 Tag 6.000 6.000 Y 2 0' 4.750 Opp 6.000 6.000 Y 2 0' 4.750 83.750 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load SDacinq Location Point T\/13e 31400 6'11-3/4 6111-3/4 U4 SJI 14130 6'11-3/4 U4 Dead 6'11-3/4 U4 Live 17270 31400 7'0 13'11-3/4 U8 S JI 14130 13'11-3/4 U8 Dead 17270 13'11-3/4 U8 Live 31400 7'0 20'11-3/4 U12 SJI 14130 20'11-3/4 U12 Dead 20'11-3/4 U12 Live P 6'11-3/4 TC HOLES BE 7/0" X 5" GAUGE @I 1-3/4" KEEP CLEAR FOR KNIFE PLATE 7" @ BE End loads: SJINtUr,Dead*EaukWind Left TC axial load: 0.0 0.0 0.0 0.0 31.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 31.8 0.0 Kips 28.000 in Deep 331.500 in Design length 11775 # Minimum Shear 25.633 in Effective Depth 2486 in4 Ix 0 in4 Minimum Ix 20.000 in Clear Depth L/ 773 Live Defl L/ 425 SJI Defl 5252100 in-#Moment 1.000 in Chord gap 0.318 in Camber 42.000 in Interior Panel 18.937 in Left End 18.937 in Right End 8 Web Vees 48100 # SJI reaction 48100 # SJI reaction TOP Chord: 2-L L4x4x.500 A = 7.500 Y = 1.183 Fy = 50000 Q = 1.000 Center: L = 21.000 P =-191979 Paz=-206506 M = 0 No Fillers Ix= 11.123 Iy= 32.375 RX = 1.218 Ry = 2.078 RZ 0.782 Chord shear: V = 20200 C = 0 fv = 11995 fc = 0 f = 11995 *Chord: 2-L L4x4x.500 A = 7.500 Y = 1.183 Fy = 50000 Q = 1.000 - Ix= 11.123 Iy= 32.375 Rx = 1.218 Ry = 2.078 Rz = 0.782 Center: L = 42.000 P = 204893 Pa = 225000 Chord shear: V = 20200 T = 74637 fv = 11995 ft = 9952 f = 12986 Page 2 V1.71 Valley Joist West Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED GlOl 4 - 28G4N31.4/17.27 x 27'11.500 Special Crimped angle Parallel chord Girder - Web Anql Lnsth Shear Force Member , Area - R T 1 57.3 47.4 47980 88728 2L L3x3x.313 3.560 0.922~ V 1 39.2 33.1 -1000 -1291 lLL1-1/4X.109 0.261 0.2472 C 1 0.0 25.6-47980 -47980 2L L2X2X.248 1.861 0.609X V 2 0.0 25.6 -1000 -1000 lLLlxlX.109 0.206 0.1962 C 2 39.2 33.1-47853 -61788 2LL3X3X.250 2.875 0.93OX T 2 39.2 33.1 47917 61869 2LL2-1/2x.230 2.194 0.772~ T 3 39.3 33.1 16390 21188 1LL2x2x.187 0.713 0.3942 V 3 0.0 25.6 -1000 -1000 1LLlXlX.109 0.206 0.1962 C+ 39.3 33.1-16327 -21106 1LL2-1/2X.212 1.015 0.4932 V 4 0.0 25.6 -1000 -1000 1LLlXlX.109 0.206 0.1962 T 39.3 33.1 16263 21024 1LL2x2x.187 0.713 0.3942 C 4 39.3 33.1-16200 -20942 lLL2-1/2x.212 1.015 0.4932 -- Pa Weld 106802 9.5 -2160 0.4 -47524 6.5 -1803 0.3 -73278 0.3 21391 3.8 -1803 0.3 -21265 3.4 -1803 0.3 -21265 3.3 65826 9.1 21391 3.8 T - AVl W - B 11.1/11.1 3.6/ 4.0 8.9/ 8.9 9.2/ 9.2 3.0/ 3.0 9.3/ 9.3 4.3/ 4.7 3.0/ 3.0 4.3/ 4.7 4.8/ 5.2 4.8/ 5.2 3.0/ 3.0 Page 3 V1.71 Valley Joist West Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 7 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED G102 4 - 28G4N40.0/22.0 x 27' 6.750 Special Crimped angle Parallel chord Girder - End Lenath Depth SloDe Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 6.000 Y 2 0' 1.500 79.500 83.250 Opp 6.000 6.000 Y E 0' 0.500 2 0' 4.750 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Spacinq Location Point Tme 18000 6'7-1/2 U4 Dead 22000 6'7-1/2 U4 Live 40000 6'7-1/2 617-1/2 u4 S JI - 40000 110 13'7-1/2 U8 S JI 18000 22000 "' 13'7-1/2 U8 Dead !,:: 13'7-1/2 U8 Live 20'7-1/2 U12 SJI 40000 18000 20'7-1/2 U12 Dead 20'7-1/2 U12 Live 22000 6'11-1/4 I'U TC HOLES RE 7/8" x 5" GAUGE @ 1-3/4" KEEP CLEAR FOR KNIFE PLATE 7" @ BE 7" MAX SEAT WIDTH @ LE End loads: SJIIDeadLiveEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 43.6 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 43.6 0.0 Kips 28.000 in Deep 326.750 in Design length 15000 # Minimum Shear 24.450 in Effective Depth 5157 in4 Ix 0 in4 Minimum Ix 16.000 in Clear Depth L/1305 Live Defl L/ 718 SJI Defl 6522886 in-#Moment 1.000 in Chord gap 0.309 in Camber 42.000 in Interior Panel 17.875 in Left End 18.813 in Right End 8 Web Vees 61689 # SJI reaction 60311 # SJI reaction Tov Chord: 2-LL6xbx.750 A = 16.875 Y = 1.775 Fy = 50000 Q = 1.000 Ix= 56.310 Ip143.648 RX = 1.827 Ry = 2.918 RZ = 1.173 Chord shear: V = 20200 C~= 0 fv = 6841 fc = 0 f = 6841 Center: L = 21.000 p =-250153 Paz=-481227 M = 0 No Fillers P - BC Zhord: 2-LLbx6x.750 A = 16.875 Y = 1.775 Fy = 50000 Q = 1.000 Ix= 56.310 Ip143.648 RX = 1.827 Ry = 2.918 RZ = 1.173 Center: L = 42.000 P = 266785 Pa = 506250 Chord shear: V = 20200 T = 95067 fv = 6841 ft = 5634 f = 7399 Valley Joist West Page 4 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED G102 4 - 28G4N40.0/22.0 x 27' 6.750 Special Crimped angle Parallel chord Girder .Web Anql Lnqth Shear T 157.1 45.0 61573 V 139.1 31.5 -1000 C 1 0.0 24.5-61573 T 2 39.1 31.5 61512 V 2 0.0 24.5 -1000 C 2 39.1 31.5-61451 T 3 40.7 32.2 21387 V 3 0.0 24.5 -1000 CA 40.7 32.2-21323 T 40.7 32.2 21259 V 4 0.0 24.5 -1000 C 4 40.7 32.2-21194 Force Member Area- R, -- Pa Weld 113265 2L L3X3X.340 3.849 0.918~ 11546411.2 -1289 lLL1-1/4X.109 0.261 0.2472 -2383 0.4 -61573 2LL2-1/2X.250 2.375 0.769~ -63961 8.3 -1000 lLLlXlX.109 0.206 0.1962 -1982 0.3 -79193 2L L3X3X.313 3.560 0.922~ -94768 8.5 -1000 1LLlxlX.109 0.206 0.1962 -1982 0.3 -28108 2L L2X2X.163. 1.251 0.621X -28879 5.8 -1000 lLLlxlX.109 0.206 0.1962 -1982 0.3 -27939 2L L2X2X.163 1.251 0.621X -28879 5.8 79272 2LL3X3x.250 2.875 0.930~ 8625010.7 28193 1L L2X2X.248 0.930 0.3912 27915 3.8 28024 1L L2X2X.248 0.930 0.3912 27915 3.8 T - AVl W - B 17.3/17.3 3.6/ 3.9 12.9/12.9 13.6/13.6 3.0/ 3.0 13.6/13.6 3.0,' 3.0 13.7/13.7 3.0/ 3.0 13.7/13.7 4.3/ 4.7 4.3/ 4.7 Vallev Joist West Page 5 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED G103 1 - 36G5N42.6/23.43 x 36' 1.000 Special Crimped angle Parallel chord Girder End Lenqth Demh SloDe Holes Tov Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 6.000 2 0' 1.500 79 .875 Opp 6.000 6.000 Y 2 0' 1.500 85.000 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Svacinq Location Point Tvoe 42600 6'7-7/8 617-7/8 U2 S JI 19170 6'7-7/8 U2 Dead 23430 6'7-7/8 U2 Live 42600 7'5-3/8 14'1-1/4 U4 SJI 19170 14'1-1/4 U4 Dead 23430 14'1-1/4 U4 Live 42600 7'5-3/8 21'6-5/8 U6 S JI 19170 21'6-5/8 U6 Dead F 21'6-5/8 U6 Live 19170 n,n 29'0 U8 Dead U'U 23430 715-3/8 29'0 U8 S JI 0'0 42600 29'0 U8 Live U'U 7'1 23430 NO TC HOLES 9" MAX SEAT WIDTH 6%' LE, 7" MAX WIDTH @ RE KEEP CLEAR FOR KNIFE PLATE 7" @ RE End loads: SJI NtUv Dead Live Eauk Wind Left TC axial load: 0.0 0.0 0.0 0.0 43.6 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 43.6 0.0 Kips 36.000 in Deep 429.000 in Design length 21300 # Minimum Shear 32.791 in Effective Depth 6983 in4 Ix 0 in4 Minimum Ix 25.000 in Clear Depth L/ 764 Live Defl L/ 420 SJI Defl 10806640 in-#Moment 1.000 in Chord gap 0.533 in Camber 89.375 in Interior Panel 37.938 in Left End 40.500 in Right End 5 Web Vees 87218 # SJI reaction 85182 # SJI reaction Page 6 V1.71 Vallev Joist West Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 P Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED G103 1 - 36G5N42.6/23.43 x 36’ 1.000 Special Crimped angle Parallel chord Girder TOD Chord: 2-LL6x6x.625 A = 14.219 Y = 1.730 Fy = 50000, Q = 1.000 Ix= 48.315 Iy=119.029 RX = 1.843 Ry = 2.893 Rz = 1.178 Center: L = 44.688 P =-328302 Paz=-371391 M = 0 No Fillers Chord shear: V = 20200 C =-lo0531 fv = 11605 fc = -7070 f = 12131 Bot Chord: 2-L L5X5X.625 Center: L = 89.375 Chord shear: V = 20200 - Wp.L Ansl Lnsth Shear Force T . 50.7 51.7 87125 137426 Ix= 27.156 V 1 3.6 32.9 -1000 -1002 C 1 49.1 50.1-87036-132973 T 2 53.7 55.4 44332 74936 V 2 0.0 32.8 -1000 -1000 C 2 53.7 55.4-44228 -74760 T 3 53.7 55.4 21300 36004 V 3 0.0 32.8 -1000 -1000 A = 11.719 Y = 1.479 Fy = 50000 Iy= 73.059 Rx = 1.522 Ry = 2.497 T = 106279 fv = 13940 ft = 9069 Member Area- R -__ Pa Weld 2L L3X3X.416 4.646 0.908~ 13937711.1 1LLlxlX.109 0.206 0.1962 -1097 0.3 2L L4X4X.375 5.719 1.235X-14726311.9 2LL3X3x.250 2.875 0.930~ 8625010.1 lLLlxlx.109 0.206 0.1962 -1102 0.3 2L L2x2x.156 1.199 0.622~ 35980 7.8 P = 329564 Pa = 351563 2L L3X3X.313 3.560 0.922~ -80790 8.0 1LLlXlX.109 0.206 0.1962 -1102 0.3 Q = 1.000 Rz = 0.978 f = 14659 T - AVl W - B 15.8/12.7 3.0) 3.0 15.6/12.5 16.9/13.5 3.0/ 3.0 16.9/13.5 17.1/13.8 3.0/ 3.0 Valley Joist West Page 7 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Pro] ect : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED G104 1 - 36G5N31.2/17.16 x 36' 5.250 Special Crimped angle Parallel chord Girder End Lenath Devth Slove Holes Tow Chord Ext . BCX Holdback Pitch ,EP/#IL Tag 6.000 6.000 2 0' 1.500 79.875 Opp 6.000 6.000 Y 2 0' 4.750 89.250 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of 1000# may occur at any top chord panel point. TC conc loads: Load Spacinq Location Point Tme 31200 6'7-7/8 617-7/8 u2 S JI 14040 6'7-7/8 U2 Dead 6'7-7/8 U2 Live 17160 31200 7'5-3/8 14'1-1/4 U4 S JI 14040 14'1-1/4 U4 Dead 17160 14'1-1/4 U4 Live 31200 7'5-3/8 21'6-5/8 U6 SJI 14040 21'6-5/8 U6 Dead 17160 7 I5-3/8 21'6-5/8 U6 Live 29'0 U8 S JI 29'0 U8 Dead 31200 29'0 U8 Live 14040 t 0'0 0'0 I7l6O 715-1/4 TC HOLES RE 7/8" x 5" GAUGE @ 1-3/4" KEEP CLEAR FOR KNIFE PLATE 7" @ RE End loads: SJI-adLiveEquku Left TC axial load: 0.0 0.0 0.0 0.0 31.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 31.8 0.0 Kips 36.000 in Deep 433.250 in Design length 15600 # Minimum Shear 33.154 in Effective Depth 4936 in4 Ix 0 in4 Minimum Ix 26.000 in Clear Depth L/ 719 Live Defl L/ 395 SJI Defl 8099030 in-#Moment 1.000 in Chord gap 0.543 in Camber 89.375 in Interior Panel 37.938 in Left End 42.625 in Right End 5 Web Vees 64750 # SJI reaction 62050 # SJI reaction Job Customer: Project: Comments : G104 Vallev Joist West ON02915 - 07 By ASM Entered JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 ASTON VIEWS CARLSBAD, CA UBC 1997 TAG COLOR RED 1 - 36G5N31.2/17.16 x 36' 5.250 Special angle Parallel chord Girder Tow Chord: 2-LL5x5x.500 A = 9.500 Y = 1.434 IX= 22.501 Iy= 58.042 RX = 1.539 Center: L = 44.688 P =-242575 Pax=-259075 Fourth: L = 44.688 P =-196267 Paz=-237898 Chord shear: V = 20200 C = -65975 fv = 12914 Bot Chord: 2-LL5x5x.438 A = 8.376 Y = 1.412 Ix= 20.061 Iy= 50.675 RX = 1.548 Center: L = 89.375 P = 244285 Pa = 251289 Pvrd shear: V = 20200 T = 85798 fv = 14760 wt- Ansl T 153.0 v 1 10.4 C 145.6 T 2 53.4 v 2 0.0 c 2 53.4 T 3 53.4 v 3 0.0 Page 8 V1.71 6/20/00 Revised 2/13/01 Crimped Fy = 50000 Q = 1.000 Ry = 2.472 RZ = 0.983 M= 0 fc = -6945 f = 13373 Fy = 50000 Q = 0.979 Ry = 2.460 RZ = 0.986 ft = 10243 f = 15623 2 Fillers No Fillers Lnsth 55.1 33.7 47.4- 55.6 33.2 55.6 33.2 55.6- Shear 64649 -1000 ,64571 33267 -1000 ,33164 15600 -1000 Force 107428 -1017 -92315 55833 -1000 -55660 26182 -1000 Member 2L L3X3X.313 1LLlXlX.lO9 2L L3X3X.340 2L L2X2X.248 1LLlXlX.lO9 2LL3X3X.250 1L L2X2X.248 1LLlXlX.109 Area 3.560 0.206 3.849 1.861 0.206 2.875 0.930 0.206 -- Pa Weld 0.922~ 10680211.6 R - 0.1962 -1043 0.3 0.918~ -92732 9.1 0.1962 -1078 0.3 0.930~ -63392 7.5 0.1962 -1078 0.3 0.609~ 55830 7.6 0.3912 27915 3.6 T - AVl W - B 13.6/13.6 3.0/ 3.1 12.5/12.5 14.1/14.1 13.9/13.9 5.1/ 5.8 3.0/ 3.0 3.0/ 3.0 Page 9 V1.71 Valley Joist West - Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED TlOl 1 - 18LH1006/596 x 10' 7.500 Special Crimped angle - End Lenqth Depth Slope Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Parallel chord Longspan Tag 6.000 5.000 34.000 Opp 6.000 5.000 34.000 Uniform Live load 596 #/ft full length Uniform SJI load 1006 #/ft full length Uniform Dead load 410 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HWLIP @ 5'5" FTE OAL End loads: __ S JI Left TC axial load: 0.0 Right TC axial load: 0.0 18.000 in Deep 16.999 in Effective Depth 14.500 in Clear Depth 204821 in-#Moment 59.500 in Interior Panel 2 Web Vees mmLiveEaukWind 0.0 KiDs 0.0 0.0 0.0 8.2 -2. ~ 0.0 0.0 0.0 8.2 0.0 Kips 123.500 in Design length 1294 # Minimum Shear 145 in4 Ix 0 in4 Minimum Ix L/3453 Live Defl L/2046 SJI Defl 1.000 in Chord gap 0.044 in Camber 30.875 in Left End 30.875 in Right End 6177 # SJI reaction 6177 # SJI reaction Top Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Bridg c 211" Ix= 0.615 Iy= 2.520 Rx = 0.613 Ry = 1.242 Rz = 0.392 Center: L = 30.875 P = -12049 Paz= -28359 M = 5708 No Fillers Tag end panl: L = 30.875 P = -12049 Paz= -28359 M = 5708 No Filler First point: P = -12049 Pa = -44137 M = 8562 Chord shear: V = 20200 C = -3140 fv = 2077 fc = -1921 f = 2288 Bot Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Ix= 0.156 Iy= 0.765 Rx = 0.465 Ry = 1.032 Rz = 0.296 Center: L = 59.500 P = 11218 Pa = 21563 Chord shear: V = 20200 T = 8703 fv = 12329 ft = 12109 f = 13735 - Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 1 62.0 36.2 4623 9855 2LLlxlx.109 0.412 0.307~ 12367 3.0 6.4/ 4.7 V 1 3.8 17.0 -3648 -3656 2LLlXlX.109 0.412 0.307~ -10447 1.1 4.4/ 3.6 C L60.3 34.3 -1794 -3616 lLL1-3/4X.125 0.422 0.3472 -4482 1.0 4.3/ 4.2 Valley Joist West Page 10 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T102 1 - 18LH1044/619 x 10' 7.000 Special Crimped angle End Lenqth DeDth Holes Tor, Chord Ext BCX Holdback Pitch EP/#~L Tag 6.000 5.000 38.000 Opp 6.000 5.000 Y 38.000 Parallel chord Longspan Uniform Live load 619 #/ft full length Uniform SJI load 1044 #/ft full length Uniform Dead load 425 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. "LIP @ 5'5" FTE OAL End loads: SJImwLiveEqukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 18.000 in Deep 123.000 in Design length 1338 # Minimum Shear 16.988 in Effective Depth 150 in4 Ix 0 in4 Minimum Ix 14.500 in Clear Depth L/3491 Live Defl L/2070 SJI Defl 223736 in-#Moment 1.000 in Chord gap 0.044 in Camber 51.000 in Interior Panel 30.750 in Left End 30.750 in Right End 2 Web Vees 6351 # SJI reaction 6351 # SJI reaction Tor, Chord: 2-L L2X2X.248 A = 1.861 Y = 0.591 Fy = 50000 Q = 1.000 Bridg c 212" Ix= 0.691 Iy= 2.905 Rx = 0.609 Ry = 1.250 Rz = 0.391 Center: L = 30.750 P = -13170 Paz= -32309 M = 5876 No Fillers Tag end panl: L = 30.750 P = -13170 Paz= -32309 M = 5876 No Filler First point: P = -13170 Pa = -50247 M = 8814 Chord shear: V = 20200 C = -2758 fv = 1852 fc = -1482 f = 1995 Bot Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Ix= 0.156 Iy= 0.765 RX = 0.465 Ry = 1.032 RZ = 0.296 Center: L = 51.000 P = 11495 Pa = 21563 Chord shear: V = 20200 T = 10003 fv = 12587 ft = 13917 f = 14383 Web Anal Lnath Shear Force Member Area- R -- Pa Weld T-Av1W-B T 1 64.7 39.8 4720 11061 2LLlxlx.109 0.412 0.307~ 12367 3.4 6.8/ 5.0 V 1 17.2 17.8 -3738 -3913 2LLlxlx.109 0.412 0.307~ -10332 1.2 4.2j 3.5~ C L56.3 30.6 -1838 -3314 lLL1-1/2~.125 0.359 0.2962 -3482 0.9 3.7/ 3.5 Valley Joist West Page 11 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T103 1 - 18LH1044/619 x 6' 4.750 Special Crimped angle Parallel chord Longspan - End Lenqth Depth Slope Holes TOV Chord Ext BCX Holdback Pitch EP/#IL Tag 6.000 5.000 Y 26.375 Opp 6.000 5.000 26.375 Uniform Live load 619 #/ft full length Uniform SJI load 1044 #/ft full length Uniform Dead load 425 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. "LIP @ 2'11" FTE OAL 7 AX SEAT WIDTH @ LE SHORT BEARING 3-1/2" @ LE End loads: SJI-DeadmEQukWind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 18.000 in Deep 72.750 in Design length 791 # Minimum Shear 17.095 in Effective Depth 114 in4 Ix 0 in4 Minimum Ix 14.750 in Clear Depth L/12765 Live Defl L/7568 SJI Defl 161372 in-#Moment 1.000 in Chord gap 0.015 in Camber 12.000 in Interior Panel 12.188 in Left End 12.188 in Right End 3 Web Vees 4165 # SJI reaction 4165 # SJI reaction Top Chord: 2-LL1-3/4x.125 A = 0.844 Y = 0.484 Fy = 50000 Q = 0.897 Bridg < 191" Ix= 0.251 Iy= 1.068 Rx = 0.546 Ry = 1.125 Rz = 0.347 Center: L = 12.188 P = -9440 Paz= -18222 M = 930 No Fillers Tag end panl: L = 12.188 P = -9440 Paz= -18222 M = 930 No Filler First point: P = -9440 Pa = -22781 M = 1371 Chord shear: V = 20200 C = 0 fv = 5118 fc = 0 f = 5118 Bot Chord: Z-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Ix= 0.156 Iy= 0.765 Rx = 0.465 Ry = 1.032 Center: L = 12.000 P = 3949 Pa = 21563 Chord shear: V = 20200 T = 4704 fv = 8798 ft = 6545 Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T 1-55.0 29.8 3299 5746 2LLlXlX.109 0.412 0.307~ 12367 1.8 V 35.5 21.0 -2099 -2577 2LLlXlX.109 0.412 0.307~ -9809 0.8 C 1 0.0 17.1 -2239 -2239 lLL1-1/4X.109 0.261 0.2472 -4727 0.7 T 2 35.1 20.9 1022 1249 lLL1-1/4x.109 0.261 0.2472 7819 0.4 V 2 0.0 17.1 -2091 -2091 1LLlXlX.109 0.206 0.1962 -4490 0.6 Q = 0.961 Rz = 0.296 f = 9387 T - AVl W - B 4.9/ 4.1 4.1/ 3.5 2.3/ 2.0 2.3/ 2.3 2.0/ 1.8 Vallev Joist West Page 12 V1.71 - Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T104 1 - 18LH1006/596 x 6' 9.000 Special Crimped angle Parallel chord Longspan End Lenqth DeDth Slope Holes TOD Chord Ext BCX Holdback Pitch. EP/#lL Tag 6.000 5.000 28.500 Opp 6.000 5.000 28.500 Uniform Live load 596 #/ft full length Uniform SJI load 1006 #/ft full length Uniform Dead load 410 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HMLIP 62 3'3" FTE OAL End loads: - SJI wDead*&kWind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 18.000 in Deep 77.000 in Design length 807 # Minimum Shear 17.095 in Effective Depth 114 in4 Ix 0 in4 Minimum Ix 14.750 in Clear Depth L/11181 Live Defl L/6624 SJI Defl 168171 in-#Moment 1.000 in Chord gap 0.017 in Camber 12.000 in Interior Panel 13.250 in Left End 13.250 in Right End 3 Web Vees 4228 # SJI reaction 4228 # SJI reaction Top Chord: 2-LL1-3/4x.125 A = 0.844 Y = 0.484 Fy = 50000 Q = 0.897 Bridg e 191" Ix= 0.251 Iy= 1.068 Rx = 0.546 Ry = 1.125 Rz = 0.347 Center: L = 13.250 P = -9837 Paz= -17961 M = 1049 No Fillers Tag end panl: L = 13.250 P = -9837 Paz= -17961 M = 1049 No Filler First point: P = -9837 Pa = -22781 M = 1582 Chord shear: V = 20200 C = 0 fv = 5068 fc = 0 f = 5068 Bot Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Ix= 0.156 Iy= 0.765 RX = 0.465 Ry = 1.032 RZ = 0.296 Center: L = 12.000 P = 4298 Pa = 21563 Chord shear: V = 20200 T = 5159 fv = 8875 ft = 7178 f = 9573 Web Ansl Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 157.2 31.5 3328 6139 2LLlxlx.109 0.412 0.307~ 12367 1.9 5.11 4.2 V 1 37.8 21.6 -2150 -2720 2LLlXlX.109 0.412 0.307~ -9701 0.8 4.1/ 3.5 C J- 0.0 17.1 -2217 -2217 lLL1-1/4X.109 0.261 0.2472 -4727 0.7 2.3/ 2.0 T 35.1 20.9 1003 1225 lLL1-1/4X.109 0.261 0.2472 7819 0.4 2.3/ 2.3 V 2 0.0 17.1 -2054 -2054 1LLlXlX.109 0.206 0.196Z -4490 0.6 2.0/ 1.8 Vallev Joist West Page 13 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T105 12 - 32LH928/543 x 25'10.250 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 5.000 46.000 46.000 Opp 6.000 5.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HWLIP 6' 12'11" FTE OAL SI. .T BEARING 3-1/2" @ RE End loads: SJINtUpDeadmEcJ&Wind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 306.250 in Design length 2960 # Minimum Shear 30.692 in Effective Depth 985 in4 Ix 0 in4 Minimum Ix 27.500 in Clear Depth L/1688 Live Defl L/ 988 SJI Defl 983190 in-#Moment 1.000 in Chord gap 0.271 in Camber 48.000 in Interior Panel 28.563 in Left End 28.563 in Right End 6 web Vees 12842 # SJI reaction 12842 # SJI reaction TOR Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg c 245" Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 24.000 P = -31460 Paz= -62454 M = 1845 No Fillers Tag end panl: L = 28.563 P = -18797 Paz= -49240 M = 4461 No Filler First point: P = -18797 Pa = -64125 M = 6850 Chord shear: V = 20200 C = -3995 fv = 7474 fc = -1682 f = 7521 Bot Chord: 2-L L2X2X.248 A = 1.861 Y = 0.591 Fy = 50000 Q = 1.000 Ix= 0.691 Iy= 2.905 RX = 0.609 Ry = 1.250 RZ = 0.391 Center: L = 48.000 P = 32034 Pa = 55830 Chord shear: V = 20200 T = 16621 fv = 11687 ft = 8931 f = 12511 Valley Joist West Page 14 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T105 12 - 32LH928/543 x 25'10.250 Special Crimped angle Parallel chord Longspan - Web T 1 55.1 V 1 26.7 C 123.2 T 2 38.0 v 2 0.0 C 2 38.0 T 3 38.0 v 3 0.0 C2-38.0 Lnqth 53.6 34.4 33.4 39.0 30.7 39.0 39.0 30.7 39.0 Shear 11594 -3293 -9342 -2986 -5297 3362 -3013 -2960 7231 Force Member Area- R 20265 2LL1-3/4~.143 0.960 0.543X -3686 lLL1-1/2x.109 0.315 0.2972 9179 lLL1-1/2~.109 0.315 0.2972 -10160 lLLZXZX.187 0.713 0.3942 -2986 lLL1-1/4X.109 0.261 0.2472 -6724 1LL1-3/4~.125 0.422 0.3472 4268 lLL1-1/4x.109 0.261 0.2472 -3013 lLL1-1/4X.109 0.261 0.2472 -3758 lLL1-1/2~.109 0.315 0.2972 _- Pa Weld 28803 4.8 -5279 1.1 -10201 1.8 9454 2.8 -4188 0.9 -7212 1.8 7819 1.3 -4188 0.9 -4610 1.2 T - AVl W - B 6.9/ 5.1 3.3) 3.0 3.8/ 3.4 3.5/ 3.3 3.0/ 2.5 3.8/ 3.5 3.3/ 3.0 3.0/ 2.5 3.5/ 3.3 Vallev Joist West Page 15 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #loo02 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T106 2 - 32LH983/573 x 25'10.250 Special Crimped angle - End Lensth Death Slor,e Holes Tor, Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 50.000 Opp 6.000 5.000 50.000 Parallel chord Longspan Uniform Live load 573 #/ft full length Uniform SJI load 983 #/ft full length Uniform Dead load 410 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HWLIP @ 12'11" FTE OAL SI .T BEARING 3-1/2" @ RE End loads: SJImwLiveL&Wind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 306.250 in Design length 3136 # Minimum Shear 30.597 in Effective Depth 867 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1409 Live Defl L/ 821 SJI Defl 1036923 in-#Moment 1.000 in Chord gap 0.271 in Camber 64.000 in Interior Panel 44.563 in Left End 44.563 in Right End 4 Web Vees 13543 # SJI reaction 13543 # SJI reaction Tou Chord: 2 Bridg < 277" Center : -L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Ix= 2.285 Iy= 6.949 RX = 0.934 Ry = 1.628 RZ 0.594 L = 32.000 P = -32463 Paz= -62840 M = 3689 No Fillers Tag end panl: L = 44.563 P = -20115 Paz= -44706 M = 11380 No Filler First point: P = -20115 Pa = -70765 M = 17907 Chord shear: V = 20200 C = -10453 fv = 5710 fc = -3988 f = 6048 Bot Chord: 2-LL2x2x.187 A = 1.426 Y = 0.569 Ix= 0.544 Iy= 2.173 RX = 0.617 Center: L = 64.000 P = 33890 Pa = 42782 Chord shear: V = 20200 T = 18138 fv = 15457 Web Ansl Lnsth Shear Force Member w- R T 157.5 56.9 11562 21509 2LL1-3/4X.143 0.960 0.543X V +-6.4 30.8 -4750 -4780 lLL1-1/2X.109 0.315 0.2972 C 3.4 51.3 -7777 -13028 2LL1-3/4X.125 0.844 0.546X T 2 46.3 44.3 4536 6564 lLL1-1/4X.109 0.261 0.2472 V 2 0.0 30.6 -3784 -3784 lLL1-1/4X.109 0.261 0.2472 C 2 46.3 44.3 -3136 -4538 lLL1-3/4X.125 0.422 0.3472 Fy = 50000 Ry = 1.234 ft = 12719 -- Pa Weld 28803 5.1 -5760 1.5 -15854 3.5 7819 2.0 -4203 1.2 -6356 1.2 Q = 1.000 Rz = 0.394 f = 16714 T - AVl W - B 9.1/ 5.5 3.5/ 2.8 8.5/ 5.3 3.9/ 3.4 3.3/ 2.5 4.4/ 3.9 Vallev Joist West Page 16 V1.71 - Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T107 2 - 32LH983/573 x 25'10.250 Special Crimped angle End Lenqth Depth SloDe Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 5.000 50.000 Opp 6.000 5.000 50.000 Parallel chord Longspan Uniform Live load 573 #/ft full length Uniform SJI load 983 #/ft full length Uniform Dead load 410 #/ft full length An additional SJI load of 2000# may occur at any top chord panel point. An additional Dead load of 2000# may occur at any top chord panel point. HWLIP @ 12'11" FTE OAL SI .T BEARING 3-1/2" 6' RE End loads: - SJI Dead Live a Wind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 306.250 in Design length 3136 # Minimum Shear 30.597 in Effective Depth 867 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1409 Live Defl L/ 821 SJI Defl 1113486 in-#Moment 1.000 in Chord gap 0.271 in Camber 64.000 in Interior Panel 44.563 in Left End 44.563 in Right End 4 Web Vees 14543 # SJI reaction 14543 # SJI reaction TOD Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Bridg c 277" Ix= 2.285 Iy= 6.949 Rx = 0.934 Ry = 1.628 Rz = 0.594 Center: L = 32.000 P = -34856 Paz= -62840 M = 3689 No Fillers Tag end panl: L = 44.563 P = -21438 Paz= -44706 M = 11380 No Filler First point: P = -21438 Pa = -70765 M = 17907 Chord shear: V = 20200 C = -11406 fv = 6230 fc = -4352 f = 6599 Bot Chord: 2-LL2x2x.187 A = 1.426 Y = 0.569 Ix= 0.544 Iv= 2.173 RX = 0.617 Center: L = 64.000 Pa= 36392 Pa = 42782 Chord shear: V = 20200 T = 19460 fv = 16584 - Web Anql Lnqth Shear Force Member Area- R T 1 57.5 56.9 12405 23078 2LL1-3/4X.143 0.960 0.543X C i3.4 51.3 -8486 -14216 2LL1-3/4X.125 0.844 0.546X T 2 46.3 44.3 5141 7439 lLL1-1/4X.109 0.261 0.2472 V 2 0.0 30.6 -4796 -4796 lLL1-1/2X.109 0.315 0.2972 C 2 46.3 44.3 -3136 -4538 lLL1-3/4X.125 0.422 0.3472 V 1. 6.4 30.8 -5757 -5793 lLL1-1/2~.109 0.315 0.2972 Fy = 50000 Ry = 1.234 ft = 13646 28803 5.4 -5760 1.8 -15854 3.8 -5786 1.5 -6356 1.2 -- Pa Weld 7819 2.3 Q = 1.000 RZ = 0.394 f = 17933 T - AVl W - B 9.1/ 5.5 3.5/ 2.8 3.9/ 3.4 3.5/ 2.8 4.4/ 3.9 0.5/ 5.3 Valley Joist West Page 17 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T108 1 - 32LH1016/591 x 25' 9.750 Special Crimped angle End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Parallel chord Longspan Tag 6.000 5.000 Y 50.000 Opp 6.000 5.000 50.000 Uniform Live load 591 #/ft full length Uniform SJI load 1016 #/ft full length Uniform Dead load 425 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HVLIP @ 12'11" FTE OAL SI .T BEARING 3-1/2" @ RE End loads: - SJI NJ?J~Dead&mWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 305.750 in Design length 3236 # Minimum Shear 30.597 in Effective Depth 867 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1372 Live Defl L/ 798 SJI Defl 1065800 in-#Moment 1.000 in Chord gap 0.270 in Camber 64.000 in Interior Panel 44.437 in Left End 44.437 in Right End 4 Web Vees 13943 # SJI reaction 13943 # SJI reaction Tor, Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Bridg c 277" Ix= 2.285 Iy= 6.949 Rx = 0.934 Ry = 1.628 Rz = 0.594 Center: L = 32.000 P = -33307 Paz= -62840 M = 3810 No Fillers Tag end panl: L = 44.437 P = -20581 Paz= -44789 M = 11698 No Filler First point: P = -20581 Pa = -70765 M = 18401 Chord shear: V = 20200 C = -10700 fv = . 5880 fc = -4082 f = 6225 Bot Chord: 2-LL2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Ix= 0.544 Iy= 2.173 Rx = 0.617 Ry = 1.234 Center: L'= 64.000 P = 34833 Pa = 42782 Chord shear: V = 20200 T = 18677 fv = 15916 ft = 13097 Web Ansl Lnqth Shear Force Member Area- R -- Pa Weld T 1 57.5 56.9 11905 22148 2LL1-3/4X.143 0.960 0.543X 28803 5.2 ~V 1, 6.6 30.8 -4865 -4897 lLL1-1/2~.109 0.315 0.2972 -5759 1.5 T 2 46.3 44.3 4669 6756 lLL1-1/4x.109 0.261 0.2472 7819 2.1 C ' 73.2 51.1 -8009 -13365 2LL1-3/4X.125 0.844 0.546X -15892 3.6 V 2 0.0 30.6 -3876 -3876 lLL1-1/4X.109 0.261 0.2472 -4203 1.2 C 2 46.3 44.3 -3236 -4682 lLL1-3/4X.125 0.422 0.3472 -6356 1.3 Q = 1.000 Rz = 0.394 f = 17211 T - AVlW - B 9.1/ 5.5 3.5/ 2.8 8.5/ 5.3 3.9/ 3.4 3.3/ 2.5 4.4/ 3.9 Vallev Joist West Page 18 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T109 4 - 32LH928/543 x 25' 9.750 Special Crimped angle Parallel chord Longspan End Lenqth DeDth ,Slolse Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Taq 6.000 5.000 Y 50.000 Opp 6.000 5.000 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point HFLIP @ 12'11" FTE OAL Sh .T BEARING 3-1/2" @ RE End loads: - SJI mDead-&LlkWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 KiDs Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 305.750 in Design length 2956 # Minimum Shear 30.578 in Effective Depth 978 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1683 Live Defl L/ 985 SJI Defl 980107 in-#Moment 1.000 in Chord gap 0.270 in Camber 64.000 in Interior Panel 44.437 in Left End 44.437 in Right End 4 Web Vees 12822 # SJI reaction 12822 # SJI reaction TOR Chord: 2-LL3X3x.250 A = 2.875 Y = 0.842 Fy 50000 Q = 0.961 Bridg < 278" Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Center: L = 32.000 P = -30943 Paz= -71461 M = 3480 No Fillers Tag end panl: L = 44.437 P = -19292 Paz= -50401 M = 10685 No Filler First point: P = -19292 Pa = -77625 M = 16807 Chord shear: V = 20200 C = -9861 fv = 4918 fc = -3430 f = 5208 Bot Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Ix= 0.615 Iy= 2.520 Rx = 0.613 Ry = 1.242 RZ = 0.392 Center: L = 64.000 P = 32053 Pa = 49041 Chord shear: V = 20200 T = 17184 fv = 12670 ft = 10512 f = 13717 Pa Weld T-AvlW-B T 1 57.5 56.9 10947 20375 2LL1-1/2x.125 0.719 0.465~ 21563 5.5 9.1/ 5.5 -- Web Anql Lnqth Shear Force Member Area- R V L- 6.6 30.8 -4532 -4563 lLL1-1/2~.109 0.315 0.2972 -5761 1.4 3.5/ 2.8 C . >3.2 51.0 -7377 -12315 2LL1-1/2X.125 0.719 0.465~ -12502 3.3 8.5/ 5.2 T 2 46.3 44.3 4317 6248 lLL1-1/4x.109 0.261 0.2472 7819 1.9 3.9/ 3.4 V 2 0.0 30.6 -3629 -3629 lLL1-1/4x.109 0.261 0.2472 -4207 1.1 3.3/ 2.5 C 2 46.3 44.3 -2956 -4278 1LL1-1/2~.125 0.359 0.2962 -4272 1.2 4.2/ 3.6 Vallev Joist West Page 19 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED TllO 2 - 32LH928/543 x 26' 3.750 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope .Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 Y 50.000 Opp 6.000 5.000 Y 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HFLIP @ 13'0" FTE OAL Sh ... T BEARING 3-1/2" @ LE MAX SEAT WIDTH 7" @ LE End loads: SJI-mLivewWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 311.750 in Design length 3014 # Minimum Shear 30.578 in Effective Depth 978 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1588 Live Defl L/ 929 SJI Defl 1017422 in-#Moment 1.000 in Chord gap 0.281 in Camber 64.000 in Interior Panel 45.938 in Left End 45.938 in Right End 4 Web Vees 13054 # SJI reaction 13054 # SJI reaction TOR Chord: 2-LL3X3x.250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Bridg < 278" Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Center: L = 32.000 P = -31994 Paz= -71461 M = 3514 No Fillers Tag end panl: L = 45.938 P = -19530 Paz= -49215 M = 11400 No Filler First point: P = -19530 Pa = -77625 M = 17998 Chord shear: V = 20200 C = -10662 fv = 4954 fc = -3709 f = 5290 Bot Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Ix= 0.615 Iv= 2.520 RX = 0.613 Center: L = 64.000 Pa= 33273 Pa = 49041 Chord shear: V = 20200 T = 17462 fv = 12875 Web Anql Lnsth Shear Force Member Area- R T 2-57.5 56~.9 11124 20704 2LL1-3/4x.143 0.960 0.543~ V . 3.9 30.6 -4650 -4660 lLL1-1/2~.109 0.315 0.2972 C 155.1 53.5 -7431 -12996 2LL1-3/4X.125 0.844 0.546X T 2 46.3 44.3 4315 6245 lLL1-1/4x.109 0.261 0.2472 V 2 0.0 30.6 -3635 -3635 lLL1-1/4X.109 0.261 0.2472 C 2 46.3 44.3 -3014 -4362 lLL1-3/4X.125 0.422 0.3472 Fy = 50000 Ry = 1.242 ft = 10682 -- Pa Weld 28803 4.9 -5779 1.4 -15423 3.5 7819 1.9 -4207 1.1 -6358 1.2 Q = 1.000 Rz = 0.392 f = 13939 T -AV1W - B 9.0/ 5.4 3.5/ 2.8 8.7/ 5.3 3.9/ 3.4 3.3/ 2.5 4.4/ 3.9 Vallev Joist West Page 20 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED Tlll 2 - 32LH928/543 x 26' 7.500 Special Crimped angle Parallel chord Longspan - End Lenqth Deuth Slope Holes, TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 Y 50.000 Opp 6.000 5.000 Y 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HFLIP 63 13'4" FTE OAL End loads: SJImDeadLiveukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kios Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 315.500 in Design length 3050 # Minimum Shear 30.578 in Effective Depth 978 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1532 Live Defl L/ 896 SJI Defl 1041097 in-#Moment 1.000 in Chord gap 0.288 in Camber 64.000 in Interior Panel 46.875 in Left End 46.875 in Right End 4 Web Vees 13199 # SJI reaction 13199 # SJI reaction TOD Chord: 2-LL3X3x.250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Bridg < 278" Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Center: . L = 32.000 P = -32660 Paz= -71461 M = 3537 No Fillers Tag end panl: L = 46.875 P = -19679 Paz= -48463 M = 11860 No Filler First point: P = -19679 Pa = -77625 M = 18761 Chord shear: V = 20200 C = -11168 fv = 4976 fc = -3885 f = 5342 Bot Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Ix= 0.615 Iy= 2.520 RX = 0.613 Ry = 1.242 Rz = 0.392 Center: L = 64.000 P = 34047 Pa = 49041 Chord shear: V = 20200 T = 17636 fv = 13003 ft = 10788 f = 14078 Pa Weld T-AvlW-B -__ Web Anql Lnqth Shear Force Member Area- R T 1 57.5 56.9 11235 20910 2LL1-3/4X.143 0.960 0.543X 28803 4.9 9.0/ 5.4 V 1 2.1 30.6 -4723 -4727 1LL1-lj2x.109 0.315 0.2972 -5785 1.5 3.5; 2.8 C 5-56.2 55.0 -7465 -13433 2LL1-3/4~.125 0.844 0.546~ -15117 3.6 8.8/ 5.3 T -6.3 44.3 4313 6244 lLL1-1/4X.109 0.261 0.2472 7819 1.9 3.9/ 3.4 V 2 0.0 30.6 -3638 -3638 lLL1-1/4X.109 0.261 0.2472 -4207 1.1 3.3/ 2.5 C 2 46.3 44.3 -3050 -4415 lLL1-3/4X.125 0.422 0.3472 -6358 1.2 4.4/ 3.9 Valley Joist West Page 21 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T112 11 - 32LH928/543 x 26' 8.500 Special Crimped angle Parallel chord Longspan End Lensth Deuth Sloue Holes TOU Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 50.000 Opp 6.000 5.000 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HFLIP @ 13'4" FTE OAL End loads: - SJI NtUp~aEqukm Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 316.500 in Design length 3059 # Minimum Shear 30.587 in Effective Depth 945 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1467 Live Defl L/ 858 SJI Defl 1047457 in-#Moment 1.000 in Chord gap 0.290 in Camber 64.000 in Interior Panel 47.125 in Left End 47.125 in Right End 4 Web Vees 13238 # SJI reaction 13238 # SJI reaction Top Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Bridg c 277" Ix= 2.285 Iy= 6.949 Rx = 0.934 Ry = 1.628 Rz = 0.594 Center: L = 32.000 P = -32845 Paz= -62840 M = 3543 No Fillers Tag end panl: L = 47.125 P = -19714 Paz= -42981 M = 11984 No Filler First point: P = -19714 Pa = -70765 M = 18967 Chord shear: V = 20200 C = -11301 fv = 5487 fc = -4312 f = 5896 Bot Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Ix= 0.615 Iy= 2.520 Rx = 0.613 Ry = 1.242 Center: L = 64.000 P = 34246 Pa = 49041 Chord shear: V = 20200 T = 17677 fv = 13037 ft = 10814 Web Ansl Lnsth Shear Force Member Area- R -__ Pa Weld T 157.5 56.9 11264 20961 2LL1-3/4X.143 0.960 0.543X 28803 4.9 V 1 1.6 30.6 -4743 -4-745 lLL1-1/2X.109 0.315 0.2972 -5785 1.5 C 7-56.5 55.4 -7474 -13549 2LL1-3/4X.125 0.844 0.546~ -15033 3.6 T . 16.3 44.3 4313 6242 lLL1-1/4x.109 0.261 0.2472 7819 1.9 V 2 0.0 30.6 -3639 -3639 lLL1-1/4X.109 0.261 0.2472 -4205 1.1 C 2 46.3 44.3 -3059 -4428 lLL1-3/4X.125 0.422 0.3472 -6357 1.2 Q = 1.000 Rz = 0.392 f = 14114 T - AVl W - B 9.1/ 5.4 3.51 2.8 9.0/ 5.4 3.9/ 3.4 3.3/ 2.5 4.4/ 3.9 Vallev Joist West Page 22 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T113 1 - 32LH928/543 x 26' 8.500 Special Crimped angle Parallel chord Longspan End Lenqth DeDth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 50.000 Opp 6.000 5.000 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. Hl-LIP @ 3'3, 13'4", & 21'6" FTE OAL End loads: SJImJ-EaukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 316.500 in Design length 3059 # Minimum Shear 30.575 in Effective Depth 1020 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1584 Live Defl L/ 927 SJI Defl 1047457 in-#Moment 1.000 in Chord gap 0.290 in Camber 64.000 in Interior Panel 47.125 in Left End 47.125 in Right End 4 Web Vees 13238 # SJI reaction 13238 # SJI reaction TOD Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Bridg c 277" Ix= 2.285 Iy= 6.949 Rx = 0.934 Ry = 1.628 Rz = 0.594 Center: L = 32.000 P = -32858 Paz= -62840 M = 3543 No Fillers Tag end panl: L = 47.125 P = -19720 Paz= -42981 M = 11984 No Filler First point: P = -19720 Pa = -70765 M = 18967 Chord shear: V = 20200 C = -11305 fv = 5487 fc = -4313 f = 5896 Bot Chord: 2-L L2X2X.248 A = 1.861 Y = 0.591 Fy = 50000 Q = 1.000 Ix= 0.691 Iy= 2.905 Rx = 0.609 Ry = 1.250 Rz = 0.391 Center: L = 64.000 P = 34259 Pa = 55830 Chord shear: V = 20200 T = 17684 fv = 11355 ft = 9502 f = 12309 Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 157.5 56.9 11264 20967 2LL1-3/4X.143 0.960 0.543X 28803 4.9 9.1/ 5.3 V 1 1.6 30.6 -4743 -4745 lLL1-1/2X.109 0.315 0.2972 -5787 1.5 3.5/ 2.8 C b56.5 55.4 -7474 -13552 2LL1-3/4X.125 0.844 0.546~ -15034 3.7 9.0/ 5.2 T . 46.3 44.3 4313 6243 lLL1-1/4X.109 0.261 0,2472 7819 1.9 3.9/ 3.4 V 2 0.0 30.6 -3639 -3639 lLL1-1/4x.109 0.261 0.2472 -4207 1.1 3.3/ 2.5 C 2 46.3 44.3 -3059 -4429 1LL1-3/4X.125 0.422 0.3472 -6358 1.2 4.4/ 3.9 Page 23 V1.71 Vallev Joist West - Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T114 2 - 32LH983/573 x 26' 8.500 Special Crimped angle Parallel chord Longspan - End Lenqth Depth Slope Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 50.000 Opp 6.000 5.000 50.000 Uniform Live load 573 #/ft full length Uniform SJI load 983 #/ft full length Uniform Dead load 410 #/ft full length An additional SJI load of 1000# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HI-CLIP @ 13'4" FTE OAL End loads: SJINtYp-Liveuu Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 316.500 in Design length 3241 # Minimum Shear 30.597 in Effective Depth 867 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1276 Live Defl L/ 744 SJI Defl 64.000 in Interior Panel 47.125 in Left End 47.125 in Right End 1104847 in-#Moment 1.000 in Chord gap 0.290 in Camber . 4 Web Vees 13963 # SJI reaction 13963 # SJI reaction TOD Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Bridg c 277" Ix= 2.285 Iy= -6.949 Rx = 0.934 Ry = 1.628 Center: L = 32.000 P = -34633 Paz= -62840 M = 3753 Tag end panl: L = 47.125 P = -20545 Paz= -42981 M = 12694 First point: P = -20545 Pa = -70765 M = 20091 Chord shear: V = 20200 C = -11904 fv = 5782 fc = -4542 Bot Chord: 2-LL2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Ix= 0.544 Iy= 2.173 RX = 0.617 Ry = 1.234 Center: L = 64.000 P = 36110 ?a = 42782 Chord shear: V = 20200 T = 18639 fv = 15884 ft = 13071 Q = 0.922 R2 = 0.594 No Fillers No Filler f = 6212 Q = 1.000 Rz = 0.394 f = 17176 C 1-56.5 55.5 -7875 -14273 2LL1-3/4X.125 0.844 0.546~ -15032 3.8 V 2 0.0 30.6 -3794 -3794 lLL1-1/4~.109 0.261 0.2472 -4203 1.2 C 2 46.3 44.3 -3241 -4689 1LL1-3/4X.125 0.422 0.3472 -6356 1.3 T ,' 6.3 44.3 4533 6559 lLL1-1/4x.109 0.261 0.2472 7819 2.0 Web Ansl Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 157.5 56.9 11881 22104 2LL1-3/4x.143 0.960 0.543~ 28803 5.2 9.1/ 5.5 V 1 1.6 30.6 -4963 -4965 1LL1-1/2XA109 0.315 0.2972 -5784 1.5 3.5/ 2.8 9.0/ 5.5 3.9/ 3.4 3.3/ 2.5 4.4/ 3.9 Page 24 V1.71 Vallev Joist West - Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T115 1 - 32LH983/573 x 26' 8.500 Special Crimped angle - End Lenqth Depth SloDe Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Parallel chord Longspan Tag 6.000 5.000 50.000 Opp 6.000 5.000 50.000 Uniform Live load 573 #/ft full length Uniform, SJI load 983 #/ft full length Uniform Dead load 410 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1,CLIP @ 3'3, 13'4" & 21'6" FTE OAL End loads: - SJIWDeadbpki& Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 316.500 in Design length 3241 # Minimum Shear 30.597 in Effective Depth 867 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1276 Live Defl L/ 744 SJI Defl 1104847 in-#Moment 1.000 in Chord gap 0.290 in Camber 64.000 in Interior Panel 47.125 in Left End 47.125 in Right End 4 Web Vees 13963 # SJI reaction 13963 # SJI reaction TOD Chord: 2 Bridg c 277" Center: -L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Ix= 2.285 Iy= 6.949 RX = 0.934 Ry = 1.628 RZ = 0.594 L = 32.000 P = -34633 Paz= -62840 M = 3753 No Fillers Tag end panl: L = 47.125 P = -20545 Paz= -42981 M = 12694 NO Filler First point: P = -20545 Pa = -70765 M = 20091 Chord shear: V = 20200 C = -11904 fv = 5782 fc = -4542 f = 6212 Bot Chord: 2-LL2x2x.187 Ix= 0.544 Center: L = 64.000 Chord shear: V = 20200 Web Ansl Lnsth Shear Force T 157.5 56.9 11881 22104 V 1 1.6 30.6 -4963 -4965 C 1 56.5 55.5 -7875 -14273 T ./-6.3 44.3 4533 6559 V 2 0.0 30.6 -3794 -3794 C 2 46.3 44.3 -3241 -4689 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Iy= 2.173 RX = 0.617 Ry = 1.234 Rz = 0.394 T = 18639 fv = 15884 ft = 13071 f = 17176 2LL1-3/4X.143 0.960 0.543X 28803 5.2 9.1/ 5.5 2LL1-3/4X.125 0.8a4 0.546X -15032 3.8 9.0/ 5.5 lLL1-1/4x.109 0.261 0.2472 7819 2.0 3.9/-3.4 1LL1-3/4~.125 0.422 0.3472 -6356 1.3 4.4/ 3.9 P = 36110 Pa = 42782 Member Area- R -- Pa Weld T-AvlW-B lLL1-1/2x.l09 0.315 0.2972 -5784 1.5 3.5/ 2.8 lLL1-1/4x.109 0.261 0.2472 -4203 1.2 3.3/ 2.5 Vallev Joist West Page 25 V1.71 - Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T116 2 - 40LH868/483 x 45' 5.000 Special Crimped angle Parallel chord Longspan - End Lensth Deuth SloDe Holes Tor, Chord Ext BCX Holdback Pitch EP/#IL Tag 6.000 5.000 90.000 Opp 6.000 5.000 Y 90.000 Uniform Live load 483 #/ft full length Uniform SJI load 868 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. Hl-CLIP @ 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL 7" MAX SEAT WIDTH @ RE S€ T BEARING 3-1/2" @ BE End loads: __ SJI Dead Live Eauk Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kim Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 541.000 in Design length 4892 # Minimum Shear 37.768 in Effective Depth 3447 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/1205 Live Defl L/ 670 SJI Defl 2781574 in-#Moment 1.000 in Chord gap 0.847 in Camber 80.000 in Interior Panel 55.250 in Left End 55.250 in Right End 6 Web Vees 20566 # SJI reaction 20566 # SJI reaction Tor, Chord: 2-L L4x4x.313 A = 4.812 Y = 1.116 Fy = 50000 Q = 0.936 Bridg c 347" Ix= 7.439 - Iy= 20.002 Rx = 1.243 Ry = 2.039 Rz = 0.791 Center: L = 40.000 P = -72038 Pai=-118408 M = 4841 No Fillers Tag end panl: L = 55.250 P = -42884 Paz= -86684 M = 15452 No Filler First point: P = -42884 Pa =-129926 M = 24297 Chord shear: V = 20200 C = -8559 fv = 5738 fc = -1779 f = 5806 Bot Chord: 2-L L4x4x.313 A = 4.812 Y = 1.116 Fy = 50000 Q = 0.936 Ix= 7.439 Iy= 20.002 Rx = 1.243 Ry = 2.039 Rz = 0.791 Center: L = 80.000 P = 73648 Pa = 144362 Chord shear: V = 20200 T = 42884 fv = 7350 ft = 8912 f = 8596 - Page 26 vi.71 Vallev Joist West - Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T116 2 - 40LH868/483 x 45‘ 5.000 Special Crimped angle Parallel chord Longspan Web Arm1 Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 1 66.8 95.8 18405 46667 2L L2x2x.216 1.635 0.613~ 49041 7.3 15.9/15.9 V 140.9 50.0 -5158 -6828 1L L2X2X.125 0.484 0.3982 -7175 1.8 4.4/ 4.8 C 1 30.8 44.0-14367 -16724 2LL1-3/4X.125 0.844 0.546X -17197 4.5 9.1,’ 9.1 V 2 ‘0.0 37.8 -4189 -4189 lLL1-1/2X.109 0.315 0.2972 -4788 1.3 3.5/ 3.5 C 2 46.6 55.0 -7881 -11480 1L L2X2X.248 0.930 0.3912 -12482 1.6 4.7/ 5.2 T 3 46.6 55.0 4914 7158 lLLl-l/4x..109 0.261 0.2472 7819 2.2 3.9/ 4.4 V 3 0.0 37.8 -4254 -4254 lLL1-1/2X.109 0.315 0.2972 -4788 1.3 3.5/ 3.5 C 3 46.6 55.0 -4892 -7125 1L L2X2X.143 0.552 0.3962. -7438 1.7 4.7/ 5.2 T 2 46.6 55.0 10848 15802 1L L2x2x.143 0.552 0.3962 16547 3.7 4.7/ 5.2 P Valley Joist West Page 27 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 7 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T117 1 - 40LH942/517 x 45' 5.000 Special Crimped angle Parallel chord Longspan End Lensth Depth Slope Holes TOV Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 90.000 Opp 6.000 5.000 Y 90.000 Uniform Live load 517 #/ft full length Uniform SJI load 942 #/ft full length Uniform Dead load 425 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H-TLIP @ 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL 7" MAX SEAT WIDTH @ RE Sr.,dT BEARING 3-1/2" @ BE End loads: SJImDeadamWind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 541.000 in Design length 5309 # Minimum Shear 38.223 in Effective Depth 3082 in4 Ix 0 in4 Minimum Ix 34.000 in Clear Depth L/1006 Live Defl L/ 552 SJI Defl 3007182 in-#Moment 1.000 in Chord gap 0.847 in Camber 80.000 in Interior Panel 55.250 in Left End 55.250 in Right End 22234 # SJI reaction 6 Web Vees 22234 # SJI reaction TOD Chord: 2-L L3X3X.416 Brids c 284" Ix= 3.831 - Center: L = 40.000 Tag end panl: L = 55.250 First point: Chord shear: v = 20200 Bot Chord: 2-L L3X3X.340 Ix= 3.243 Center: L = 80.000 Chord shear: V = 20200 A = 4.646 Iy= 12.965 P = -76954 P = -45822 P = -45822 C = -9138 A = 3.849 Iy= 10.519 P = 78675 T = 45822 Y = 0.902 Rx = 0.908 Pax=-112228 Paz= -66832 Pa =-125439 fv = 6220 Y = 0.875 RX = 0.918 Pa = 115464 fv = 9756 Fy = 50000 Ry = 1.670 M = 5253 M = 16769 M = 26368 fC -1967 Fy = 50000 Ry = 1.653 ft = 11906 Q = 1.000 Rz 0.585 2 Fillers No Filler f = 6297 Q = 1.000 Rz = 0.588 f = 11429 Vallev Joist West Page 28 V1.71 - Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T117 1 - 40LH942/517 x 45' 5.000 Special Crimped angle Parallel chord Longspan Web Anql T 1 66.5 V 1 40.6 C 1 30.5 T 2 46.3 v 2 0.0 C 2 46.3 T 3 46.3 v 3 0.0 C- 46.3 Lnqth 95.9 50.3 44.4- 55.3 38.2 55.3 55.3 38.2 55.3 Shear 19903 -5511 ,15524 11712 -4456 -8498 5309 -4525 -5309 Force 49958 -7257 -18014 16952 -4456 -12300 7684 -4525 -7684 Member 2L L2X2X.248 1L L2X2X.143 2LL1-3/4x. 14.3 1L L2x2x.156 1L L2X2X.248 lLL1-1/2X.109 lLL1.-1/4X. 109 lLL1-1/2X.109 1L L2x2x.156 Area- R -__ Pa Weld 1.861 0.609~ 55830 6.8 l 0.552 0.3962 -8361 1.7 0.960 0.543X -20375 4.2 0.600 0.3962 17990 3.7 0.315 0.2972 -4721 1.4 0.930 0.3912 -12347 1.7 0.261 0.2472 7819 2.4 0.315 0.2972 -4721 1.4 0.600 0.3962 -8057 1.7 T - AVl W - B , L0.2/10.2 4.4/ 4.8 6.5/ 6.5 4.7/ 5.2 3.5/ 3.5 4.7/ 5.2 3.9/ 4.4 3.5/ 3.5 4.7/ 5.2 Valley Joist West Page 29 V1.71 - Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T118 2 - 40LH868/483 x 45' 8.750 Special Crimped angle - End Lenqth Depth Slope Holes TOT, Chord Ext BCX Holdback Pitch EP/#lL 90.000 Tag 6.000 5.000 Opp 6.000 5.000 Y 90.000 Parallel chord Longspan Uniform Live load 483 #/ft full length Uniform SJI load 868 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H-LIP @ 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL Si. &tT BEARING 3-1/2" @ LE End loads: - SJI NtUp Dead Live Ecruk Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kius Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 544.750 in Design length 4925 # Minimum Shear 37.768 in Effective Depth 3447 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/1180 Live Defl L/ 657 SJI Defl 2819325 in-#Moment 1.000 in Chord gap 0.859 in Camber 80.000 in Interior Panel 56.188 in Left End 56.188 in Right End 6 Web Vees 20702 # SJI reaction 20702 # SJI reaction Tor, Chord: 2-L L4x4x.313 A = 4.812 Y = 1.116 Fy = 50000 Q = 0.936 Bridg < 347" Ix= 7.439 Iy= 20.002 Rx = 1.243 Ry = 2.039 Rz = 0.791 Center: L = 40.000 P = -73038 Paz=-118408 M = 4842 No Fillers Tag end panl: L = 56.188 P = -43124 Paz= -85835 M = 15967 No Filler First point: P = -43124 Pa =-129926 M = 25156 Chord shear: V = 20200 C = -9293 fv = 5750 fc = -1931 f = 5831 Bot Chord: 2-L L4x4x.313 A = 4.812 Y = 1.116 Fy = 50000 Q = 0.936 Ix= 7.439 Iy= 20.002 RX = 1.243 Ry 2.039 Rz = 0.791 Center: L = 80,000 P = 74648 Pa = 144362 Chord shear: V = 20200 T = 43124 fv = 7391 ft = 8962 f = 8644 Vallev Joist West Page 30 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T118 2 - 40LH868/483 x 45' 8.750 Special Crimped angle Parallel chord Longspan Web AnQ T 1 66.8 V 1 40.1 C 1 32.8 T 2 46.6 v 2 0.0 C 2 46.6 T 3 46.6 v 3 0.0 C+ 46.6 95.8 49.4 45.0 55.0 37.8 55.0 55.0 37.8 55.0 Shear 18508 -5229 -14399 10847 -4194 -7880 -4259 -4925 4925 Force Member Am - R 46928 2L L2x2x.216 1.635 0.613~ -6837 1L L2X2X.125 0.484 0.3982 -17138 2LL1-3/4~.125 0.844 0.546X -4194 lLL1-1/2x.109 0.315 0.2972 -11478 1L L2X2X.248 0.930 0.3912 7174 lLL1-1/4x.109 0.261 0.2472 15800 1L L2x2x.143 0.552 0.3962 -4259 lLL1-1/2~.109 0.315 0.2972 -7174 1L L2x2x.143 0.552 0.3962 -- Pa Weld 49041 7.3 -7264 1.8 -17022 4.6 16547 3.7 -4788 1.3 -12482 1.6 7819 2.2 -4788 1.3 -7438 1.7 T-AVlW-B 15.9/15.9 9.2/ 9.2 4.4/ 4.8 4.7/ 5.2 3.5/ 3.5 4.7/ 5.2 3.9/ 4.4 3.5/ 3.5 4.7/ 5.2 Valley Joist West Page 31 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: WC 1997 TAG COLOR RED T119 12 - 40LH868/483 x 45' 9.250 Special Crimped angle Parallel chord Longspan ~ End Lenqth Depth SloRe Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 90.000 Opp 6.000 5.000 90.000 Uniform Live load 483 #/ft full length Uniform SJI load 868 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of 1000# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HIFLIP @ 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL SL .T BEARING 3-1/2" @ LE End loads: SJI Dead Live Eauk Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 545.250 in Design length 4930 # Minimum Shear 37.768 in Effective Depth 3447 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/1177 Live Defl L/ 655 SJI Defl 2824378 in-#Moment 1.000 in Chord gap 0.860 in Camber '80.000 in Interior Panel 56.312 in Left End 56.312 in Right End 6 Web Vees 20720 # SJI reaction 20720 # SJI reaction TOR Chord: 2-L L4x4x.313 A = 4.812 Y = 1.116 Fy = 50000 Q = 0.936 Bridg c 347" Ix= 7.439 Iy= 20.002 Rx = 1.243 Ry = 2.039 Rz = 0.791 Center: L = 40.000 P = -73172 Paz=-118408 M = 4843 No Fillers Tag end panl: L = 56.312 P = -43156 Paz= -85722 M = 16036 No Filler First point: P = -43156 Pa =-129926 M = 25272 Chord shear: V = 20200 C = -9391 fv = 5752 fc = -1952 f = 5834 Bot Chord: 2-L L4x4x.313 A = 4.812 Y = 1.116 Fy = 50000 Q = 0.936 Ix= 7.439 Iy= 20.002 RX = 1.243 Ry = 2.039 RZ = 0.791 Center: L = 80,000 P = 74781 Pa = 144362 Chord shear: V = 20200 T = 43156 fv = 7397 ft = 8968 f = 8650 Job #ON029 Customer: JD2. - Valley Joist West 5 - 07 By ASM Er INC #lo002 2049 KURT2 ST Page 32 V1.71 red 6/20/00 Revised 2/13/01 SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T119 12 - 40LH868/483 x 45' 9.250 Special Crimped angle Parallel chord Longspan Web T1 v1 c1 T2 v2 c2 T3 v3 C- Anql Lnqth Shear 66.8 95.8 18522 40.0 49.3 -5239 33.1 45.1-14403 46.6 55.0 10847 0.0 37.8 -4195 46.6 55.0 ,-7880 46.6 55.0 4930 0.0 37.8 -4259 46.6 55.0 -4930 Force Member Area- R -- Pa Weld T-AvlW-B 46962 2L L2x2x.216 1.635 0.613~ 49041 7.3 15.9/15.9 -6838 1L L2X2X.125 0.484 0.3982 -7275 1.8 4.4/ 4.8 -17194 2LL1-3/4X.143 0.960 0.543X -20209 4.0 9.2/ 9.2 -4195 lLL1-1/2X.109 0.315 0.2972 -4788 1.3 3.5/ 3.5 -11478 1L L2X2X.248 0.930 0.3912 -12482 1.6 4.7/ 5.2 -4259 lLL1-1/2~.109 0.315 0.2972 -4788 1.3 3.5/ 3.5 -7181 1L L2~2X.143 0.552 0.3962 -7438 1.7 4.7/ 5.2 15799 1L L2x2x.143 0.552 0.3962 16547 3.7 4.7/ 5.2 7181 lLL1-1/4x.109 0.261 0.2472 7819 2.2 3.9/ 4.4 Vallev Joist West Page 33 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T120 4 - 40LH915/505 x 45' 9.250 Special Crimped angle Parallel chord Longspan End Lensth DeDth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 90.000 Opp 6.000 5.000 90.000 Uniform Live load 505 #/ft full length Uniform SJI load 915 #/ft full length Uniform Dead load 410 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HFCLIP @ 15'3" FTE OAL TYPE.2 CLIP @ 30'6" FTE OAL S, dT BEARING 3-1/2" @ LE End loads: - SJI Dead Live a Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 545.250 in Design length 5197 # Minimum Shear 38.123 in Effective Depth 3048 in4 Ix 0 in4 Minimum Ix 33.500 in Clear Depth L/ 995 Live Defl L/ 549 SJI Defl 2969930 in-#Moment 1.000 in Chord gap 0.860 in Camber 80.000 in Interior Panel 56.312 in Left End 56.312 in Riqht End 6 Web Vees 21788 # SJI reaction TOD Chord: 2-LL3-1/2x.344 A = 4.579 Center: L = 40.000 P = -76226 Tag end panl: L = 56.312 P = -44964 Chord shear: V = 20200 C = -9780 Bridg < 314" Ix= 5.323 Iy= 15.651 First point: P = -44964 Bot Chord: 2-L L3X3X.340 A = 3.849 Ix= 3.243 IY= 10.519 Center: L = 80.000 P-=. 77903 Chord shear: V = 20200 T = 44964 Y = 1.002 RX = 1.078 Paz=-115945 Paz= -76856 Pa =-123642 fv = 6288 Y =- 0.875 Rx = 0.918 Pa = 115464 fv = 9549 21788 # SJI-reaction Fy = 50000 Ry = 1.849 M = 5105 M = 16905 M = 26640 fc = -2136 Fy = 50000 Ry = 1.653 ft = 11683 Q = 1.000 Rz = 0.688 No Fillers No Filler f = 6378 Q = 1.000 RZ = 0.588 f = 11194 Vallev Joist West Page 34 V1.71 Job #ON02915 - 07 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Pro] ect : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR RED T120 4 - 40LH915/505 x 45' 9!250 Special Crimped angle Parallel chord Longspan Web Anql Lnqth Shear T 1 66.6 95.9 19479 V 1 39.7 49.6 -5467 C 132.9 45.4-15140 - T 2 46.4 55.3 11395 V 2 0.0 38.1 -4364 C 2 46.4 55.3 -8272 - T 3 46.4 55.3 5197 V 3 0.0 38.1 -4431 Crl 46.4 55.3 -5197 Force Member 49002 2L L2x2x.216 -7109 1L L2~2X.125 ,18024 2LL1-3/4~.143 16516 1L L2x2x.143 -4364 ILLI-I/~X.~O~ 7533 lLL1-1/4X.109 ,11989 1L L2X2X.248 -4431 lLL1-1/2X.109 -7533 1L L2X2X.156 Area 1.635 0.484 0.960 0.552 0.315 0.930 0.261 0.315 0.600 R 0.613~ 0.3982 0.543~ 0.3962 0.2972 0.3912 0.2472 0.2972 0.3962 -- Pa Weld 49041 7.6 -7236 1.9 -20141 4.2 16547 3.9 -4736 1.3 -12377 1.6 7819 2.3 -4736 1.4 -8074 1.6 T -AV1W - B 13.1/10.6 7.9/ 6.8 4.4/ 4.8 4.7/ 5.2 3.5/ 3.5 4.7/ 5.2 3.9/ 4.4 3.5/ 3.5 4.7/ 5.2 Z--I?Y-O[ Page 1 V1.71 Vallev Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE G201 1 - 28G4N40.0/22.0 x 27' 3.000 Special Crimped angle Parallel chord Girder - End Lensth DeDth SloDe Holes Tou Chord Ext BCX Holdback Pitch EP/#~L Tag 6.000 6.000 Y 2 0' 1.500 79.500 Opp 6.000 6.000 Y 2 0' 1.500 79.500 An additional 5JI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Suacinq Location Point 40000 6'7-1/2 617-1/2 U4 S JI - 18000 6'7-1/2 U4 Dead 22000 6'7-1/2 U4 Live 40000 7'0 13'7-1/2 U8 S JI 18000 13'7-1/2 U8 Dead 22000 13'7-1/2 U8 Live 40000 71: '20'7-1/2 U12 SJI 18000 "' 2017-1/2 U12 Dead 20'7-1/2 U12 Live 22000 6 17-1/2 NO TC HOLES 7" MAX SEAT WIDTH @ BE KEEP CLEAR FOR KNIFE PLATE 7" @ LE End loads: - SJImDeadU&~kWind Left TC axial load: 0.0 0.0 0.0 0.0 23.5 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 23.5 0.0 Kips 28.000 in Deep 323.000 in Design length 15000 # Minimum Shear 24.450 in Effective Depth 5157 in4 Ix 0 in4 Minimum Ix 16.000 in Clear Depth L/1343 Live Defl L/ 738 SJI Defl 6410750 in-#Moment 1.000 in Chord gap 0.302 in Camber 42.000 in Interior Panel 17.875 in Left End 17.875 in Right End 8 Web Vees 61000 # SJI reaction 61000 # SJI reaction Tou Chord: 2-LL6x6x.750 Ix= 56.310 Center: L = 21.000 Chord shear: V = 20200 - ~ Bo, Jhord: 2-LL6x6x.750 IX= 56.310 Center: L = 42.000 Chord shear: V = 20200 A = 16.875 Iy=143.648 P =-244965 c= 0 A = 16.875 Iy=143.648 P = 262198 T = 94002 Y= Rx= Paz=- fv = Y= RX = Pa = fv = 1.775 Fy = 50000 Q = 1.000 1.827 Ry = 2.918 Rz = 1.173 6765 ~-fc = 0 f = 6765 1.775 Fy = 50000 Q = 1.000 1.827 Ry = 2.918 Rz = 1.173 6765 ft = 5570 f = 7316 481227 M = 0 No Fillers 506250 Page 2 V1.77 Vallev Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE G201 1 - 28G4N40.0/22.0 x 27' 3.000 Special Crimped angle Parallel chord Girder Web Ancrl T 1 57.1 V 1 39.1 c 1 0.0 T 2 39.1 v 2 0.0 C 2 39.1 T 3 40.7 v 3 0.0 C- 40.7 T ~ 40.7 v 4 0.0 C 4 40.7 Shear Force 45.0 60883 111996 31.5 -1000 24.5-60883 31.5 60822 24.5 -1000 31.5-60760 32.2 20695 24.5 -1000 32.2-20630 32.2 20565 24.5 -1000 32.2-20500 ~~ -1289 -60883 78382 -1000 -78302 27281 -1000 -27195 27109 -1000 -27023 Member . - R -- Pa Weld 2L L3X3X.340 3.849 0.918~ 11546411.1 lLL1-1/4X.109 2LL2-1/2~.250 2LL3X3x.250 1LLlXlX.lO9 2L L3X3X.313 1L L2X2X.248 1LLlXlX.lO9 2L L2x2x.156 1L L2X2X.248 1LLlxlx.lO9 2L L2x2x.156 0.261 0.2472 2.375'0.769~ 2.875 0.930~ 0.206 0.1962 3 :560 6.922~ 0.930 0.3912 0.206 0.1962 1.199 0.622~ 0.930 0.3912 0.206 0.1962 1.199 0.622~ -2383 0.4 -63961 8.2 8625010.6 -1982 0.3 -94768 8.4 27915 3.7 -1982 0.3 -27279 5.9 27915 3.7 -1982 0.3 -27279 5.8 T - AVl W - B 17.3/17.3 3.6/ 3.9 12.9/12.9 13.6/13.6 3.0/ 3.0 13.6/13.6 3.0/ 3.0 13.7/13.7 3.0/ 3.0 13.7/13.7 4.3/ 4.7 4.3/ 4.7 Vallev Joist West Page 3 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 P Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE G202 1 - 2864N40.0/22.0 x 27' 3.000 Special Crimped angle Parallel chord Girder End Lenqth Depth Sloue Holes Tor, Chord Ext BCX Holdback Pitch EP/#~L Tag 6.000 6.000 Y 2 0' 1.500 79.500 Opp 6.000 6.000 Y 2 0' 1.500 79.500 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Suacinq Location Point Tvue 6'7-1/2 6!7-1/2 U4 SJI 7 18000 6'7-1/2 U4 Dead 40000 22000 6'7-1/2 U4 Live 40000 7'0 13'7-1/2 U8 SJI 18000 13'7-1/2 U8 Dead 22000 13'7-1/2 U8 Live 40000 7'0 20'7-1/2 U12 SJI 18000 20'7-1/2 U12 Dead 22000 6 I7-1/2 20'7-1/2 U12 Live 0'0 NO TC HOLES 7" MAX SEAT WIDTH @ BE KEEP CLEAR FOR KNIFE PLATE 7" @ LE End loads: SJI- Left TC axial load: 0.0 0.0 Right TC axial load: 0.0 0.0 28.000 in Deep 323.000 24.450 in Effective Depth 5157 16.000 in Clear Depth L/1343 Dead-&.&- 0.0 0.0 43.6 0.0 Kips 0.0 0.0 43.6 0.0 Kips in Design length 15000 # Minimum Shear in4 Ix 0 in4 Minimum Ix Live Defl L/ 738 SJI Defl 0.302 in Camber 17.875 in Right End on 61000 # SJI reaction - 6410750 in-#Moment 1.000 in Chord gap 42.000 in Interior Panel 17.875 in Left End 8 Web Vees 61000 # SJI react TOD Chord: 2-LL6x6x.750 A = 16.875 Y = 1 775 Fy = 50000 Q = 1.000 IX= 56.310 Iy=143.648 Rx = 1 827 Ry = 2.918 RZ = 1.173 Center: L = 21.000 p =-244965 Paz=-481227 M = 0 No Fillers Chord shear: V = 20200 C = 0 fv = 6765 fc = 0 -f = 6765 - Bot dhord: 2-LL6x6x.750 A = 16.875 Y = 1.775 Fy = 50000 Q = 1.000 Ix= 56.310 Ip143.648 RX = 1.827 Ry = 2.918 RZ = 1.173 - Center: L = 42.000 p = 262198 Pa = 506250 Chord shear: V = 20200 T = 94002 fv = 6765 ft = 5570 f = 7316 Page 4 V1.71 Vallev Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KmTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE G202 1 - 28G4N40.0/22.0 x 27' 3.000 Special Crimped angle Parallel chord Girder - Web a T 1 57.1 V 1 39.1 c 1 0.0 T 2 39.1 v 2 0.0 C 2 39.1 T 3 40.7 v 3 0.0 C - 40.7 T 40.7 v 4 0.0 C 4 40.7 Lnsth Shear Force Member 45.0 60883 111996 2L L3X3X.340 31.5 -1000 -1289 24.5-60883 -60883 31.5 60822 78382 24.5 -1000 -1000 31.5-60760 -78302 32.2 20695 27281 24.5 -1000 -1000 32.2-20630 -27195 32.2 20565 27109 24.5 -1000 -1000 32.2-20500 -27023 lLL1-1/4X.109 2LL2-1/2~.250 2LL3X3X.250 1LLlXlX.lO9 2L L3x3x.313 1L L2X2X.248 1LLlXlX.lO9 2L L2x2x.156 1L L2X2X.248 1LLlXlX.lO9 2L L2x2x.156 Area 3.849 0.261 2.375 2.875 0.206 3.560 0.930 0.206 1.199 0.930 0.206 1.199 - R -- Pa Weld 0.918X 11546411.1 0.2472 -2383 0.4 0.769~ 0.930~ 0.922~ 0.1962 0.3912 0.1962 0.3912 0.1962 0.622~ 0.622~ -63961 8.2 8625010.6 -1982 0.3 -94768 8.4 -1982 0.3 -27279 5.9 27915 3.7 -1982 0.3 -27279 5.8 27915 3.7 T-AVlW-B 17.3/17.3 3.6/ 3.9 12.9/12.9 13.6/13.6 3.0/ 3.0 13.6/13.6 4.3/ 4.7 3.0/ 3.0 4.3/ 4.7 13.7/13.7 3.0/ 3.0 13.7/13.7 Valley Joist West Page 5 V1.71 Job #ON02915 - 02 By' ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KTJRTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE G203 1 - 28G4N31.4/17.27 x 27'11.750 Special Crimped End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 6.000 Y 2 0' 4.750 83.750 Opp 6.000 6.000 Y E 0' 3.000 2 0' 5.000 84.000 angle Parallel chord Girder An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Spacing Location Point Twe 31400 6'11-3/4 6 I11-3/4 u4 SJI r- 14130 6'11-3/4 U4 Dead 17270 6'11-3/4 U4 Live 31400 7'0 13'11-3/4 U8 S JI 14130 13'11-3/4 U8 Dead 17270 13'11-3/4 U8 Live 31400 7'0 20'11-3/4 U12 SJI 14130 20'11-3/4 U12 Dead 20'11-3/4 U12 Live 17270 7'0 TC HOLES 7/8"X 5" GAUGE LE @ 1-3/4", RE i@ 1" & 5" KEEP CLEAR FOR KNIFE PLATE 7" @ LE End loads: SJI Live Eauk Wind Left TC axial load: 0.0 0.0 0.0 0.0 27.6 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 27.6 0.0 Kips 28.000 in Deep 331.750 in Design length 11775 # Minimum Shear 25.633 in Effective Depth 2486 in4 Ix 0 in4 Minimum Ix 20.000 in Clear Depth L/ 771 Live Defl L/ 424 SJI Defl 1.000 in Chord qap . 0.318 in Camber - 5258046 in-#Moment 42.000 in Interior Panel 8 Web Vees TOD Chord: 2-L L4x4x.500 Ix= 11.123 Center: L = 21.000 Chord shear: V = 20200 mhord: 2-L L4x4x.500 Center: L = 42.000 Chord shear: V = 20200 Ix= 11.123 18.937 in Left Enh 19.000 in Right End 48135 # SJI reaction 48065 # SJI reaction A = 7.500 Y = 1.183 Fy = 50000 Q = 1.000 Iy= 32.375 RX = 1.218 Ry = 2.078 RZ = 0.782 C = -11005 fV = 12004 fC = -1467 f = 12026 A = 7.500 Y = 1.183 Fy = 50000 Q = 1.000 Iy= 32.375 RX = 1.218 Ry = 2.078 Rz = 0.782 T = 63711 fv = 12008 ft = 8495 f = 12737 P =-192241 Paz=-206506 M = 0 No Fillers P = 205125 Pa = 225000 Valley Joist West Page 6 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE G203 1 - 28G4N31.4/17.27 x 27'11.750 Special Crimped angle Parallel chord Girder Web hql T 1 53.0 V 1 30.4 c 1 12.9 T 2 39.2 v 2 0.0 C 2 39.2 T 3 39.3 v 3 0.0 c-+ 39.3 T 39.3 v 4 0.0 c 4 39.3 Lnsth Shear Force 42.6 48033 79789 29.7 -1000 -1160 26.3-48025 -49260 33.1 47952 61915 25.6 -1000 -1000 33.1-47889 -61834 33.1 16426 21234 25.6 -1000 -1000 33.1-16362 -21152 33.1 16299 21071 25.6 -1000 -1000 33.1-16236 -20989 Member 2L L3x3x.313 1LLlXlX.lO9 2LL2-1/2~.230 1LLlxlx.lO9 2LL3X3x.250 1LL2X2X.187 1LLlXlX.lO9 lLL2x2x.187 1LLlXlX.lO9 2LL2-1/2X.212 lCL2-1/2X.212 lLL2-1/2X.212 Area 3.560 0.206 2.030 2.194 0.206 2.875 0.713 0.206 1.015 0.713 0.206 1.015 - R -- Pa Weld T-AvlW-B 0.922~ 106802 8.6 10.4/10.4 0.772~ 65826 9.1 9;2/ 9.2 0.3942 21391 3.8 4.3/ 4.7 0.1962 -1340 0.4 3.1/ 3.4 0.775X -52478 7.8 9.1/ 9.1 0.1962 -1803 0.3 3.0/ 3.0 0.930X -73278 8.3 9.31 9.3 0.1962 -1803 0.3 3.0/ 3.0 0.3942 21391 3.8 4.3/ 4.7 0.1962 -1803 0.3 3.0/ 3.0 0.4932 -21265 3.3 4.8/ 5.2 0.4932 -21265 3.4 4.a/ 5.2 Vallev Joist West Page 7 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lOO02 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE G204 1 - 28G4N31.4/17.27 x 27'11.750 Special Crimped angle Parallel chord Girder - End Lenqth Deuth Sloue Holes TOU Chord Ext BCX Holdback Pitch EP/#lL Taq 6.000 6.000 Y 2 0' 4.750 83.750 Opp 6.000 6.000 Y E 0' 3.000 2 0' 5.000 84.000 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Suacinq Location Point Tvue 31400 6'11-3/4 6 111-3/4 U4 S JI + 14130 6'11-3/4 U4 Dead 17270 6'11-3/4 U4 Live 31400 7'0 13'11-3/4 U8 S JI 14130 13'11-3/4 U8 Dead 17270 13'11-3/4 U8 Live 14130 20'11-3/4 U12 Dead 20'11-3/4 U12 Live 31400 7'0 20'11-3/4 U12 SJI 17270 7'0 TC HOLES 7/8"X 5" GAUGE LE @ 1-3/4", RE @ 1" & 5" KEEP CLEAR FOR KNIFE PLATE 7" @ LE End loads: __ SJI NtUI,DeaduEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 31.8 0.0 KiDS Right TC axial load: 0.0 0.0 0.0 0.0 31.8 0.0 Kips 28.000 in Deep 331.750 in Design length 11775 # Minimum Shear 25.633 in Effective Depth 2486 in4 Ix 0 in4 Minimum Ix 20.000 in Clear Depth L/ 771 Live Defl L/ 424 SJI Defl 5258046 in-#Moment 1.000 in Chord gap 0.318 in Camber 42.000 in Interior Panel 18.937 in Left End 19.000 in Right End 8 Web Vees 48135 # SJI reaction 48065 # SJI reaction Tou Chord: 2-L L4x4x.500 A = 7.500 Y = 1.183 Fy = 50000 Q = 1 000 Center: L = 21.000 P =-192241 Paz=-206506 M = 0 No Fil ers Chord shear: V = 20200 C = -11005 fv = 12004 fc = -1467 f = 1-026 - Boyhord: 2-L L4x4x.500 A = 7.500 Y = 1.183 Fy = 50000 Q = 1.000 Ix= 11.123 Iy= 32.375 Rx = 1.218 Ry = 2.078 Rz = 0 782 Ix= 11.123 Iy= 32.375 Rx = 1.218 Ry = 2.078 Rz = 0.782 Center: L = 42.000 P = 205125 Pa = 225000 Chord shear: V = 20200 T = 63711 fv = 12008 ft = 8495 f = 12737 Page 8 ~1.71 Valley Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 6191295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE G204 1 - 28G4N31.4/17.27 x 27’11.750 Special Crimped angle Parallel chord Girder Web Ansl Lnqth Shear Force Member T 153.0 42.6 48033 79789 2L L3x3x.313 V 130.4 29.7 -1000 -1160 1LLlXlX.109 c 112.9 T 2 39.2 v 2 0.0 c 2 39.2 T 3 39.3 v 3 0.0 c -- 39.3 T . 39.3 v 4 0.0 c 4 39.3 26.3-48015 33.1 47952 25.6 -1000 33.1-47889 33.1 16426 25.6 -1000 33.1-16362 33.1 16299 25.6 -1000 33.1-16236 -49260 61915 -1000 -61834 21234 -1000 -21152 21071 -1000 -20989 2LL2-1/2X.212 2LL2-1/2~.230 1LLlXlX.lO9 2LL3X3x.250 1LL2X2X.187 1LLlXlX.lO9 1LL2x2x.187 1LLlXlX.lO9 lLL2-1/2X.212 lLL2-1/2X.212 Area 3.560 0.206 2.030 2.194 0.206 2.875 0.713 0.206 1.015 0.713 0.206 1.015 - R -- Pa Weld 0.922~ 106802 8.6 0.1962 0.775~ 0.772~ 0.1962 0.930~ 0.3942 0.1962 0.4932 0.3942 0.1962 0.4932 -1340 0.4 -52478 7.8 65826 9.1 -1803 0.3 -73278 8.3 21391 3.8 -1803 0.3 -21265 3.4 21391 3.8 -1803 0.3 -21265 3.3 T - AV~ w -B 9.1/ 9.1 9.3/ 9.3 4.3/ 4.7 3.0/ 3.0 4.8/ 5.2 4.3/ 4.7 4.8/ 5.2 10.4/10.4 3.1/ 3.4 9.2/ 9.2 3.0/ 3.0 3.0/ 3.0 Page 9 V1.71 Vallev Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T201 1 - 26LH935/550 x 23' 9.500 Special Crimped angle Parallel chord Longspan End Lenqth Dewth Slowe Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 46.000 Opp 6.000 5.000 46.000 Uniform Live load 550 #/ft full length Uniform SJI load 935 #/ft full length Uniform Dead load 385 #/€t full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HY-"LIP @ 11'10 FTE OAL St..,T BEARING 3-1/2" @ LE End loads: - SJImDeadaE&&Wind .j Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 26.000 in Deep 281.500 in Design length 2742 # Minimum Shear 24.863 in Effective Depth 429 in4 Ix 0 in4 Minimum Ix 22.000 in Clear Depth L/ 934 Live Defl L/ 549 SJI Defl 842161 in-#Moment 1.000 in Chord gap 0.229 in Camber 48.000 in Interior Panel 22.375 in Left End 22.375 in Right End 6 Web Vees 11967 # SJI reaction 11967 # SJI reaction Tow Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Bridg e 211" Ix= 0.615 Iy= 2.520 Rx = 0.613 Ry = 1.242 Rz = 0.392 Center: L = 24.000 P = -33747 Paz= -40837 M = 1882 No Fillers Tag end panl: L = 22.375 P = -22023 Paz= -34162 M = 2848 No Filler First point: P = -22023 Pa = -44137 M = 4057 Chord shear: V = 20200 C = -277 fv = 10640 fc = -170 f = 10640 Bot Chord: 2-L L2x2x.156 A = 1.199 Y = 0.558 Fy = 50000 Q = 0.935 Ix= 0.464 Iy= 1.805 RX = 0.622 Ry = 1.227 Rz = 0.396 Center: L = 48.000 P = 33872 Pa = 35980 Chord shear: V = 20200 T = 19358 fv = 17530 ft = 16141 f = 19299 Vallev Joist West Page 10 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T201 1 - 26LH935/550 x 23' 9.500 Special Crimped angle Parallel chord Longspan Web Anql T 1 60.5 V 1 41.0 c 1 1.7 T 2 44.0 v 2 0.0 c 2 44.0 T 3 44.0 v 3 0.0 c ;* 44.0 Lncrth 50.5 33.0 24.9 34.6 24.9 34.6 34.6 24.9 34.6 Shear 10939 -9193 7301 -2826 -3005 -5346 3390 -2742 -3039 Force Member Area 22235 2LL1-3/4~.143 0.960 -3746 2LLlxlx.109 0.412 -9197 1L L2~2X.143 0.552 10147 lLL1-1/2X.125 0.359 -3005 1LLlXlX.109 0.206 -7430 1LL1-3/4~.125 0.422 4712 lLL1-1/4X.109 0.261 -3039 lLLlXlX.109 0.206 -3811 lLL1-1/2~.109 0.315 - R -- Pa Weld 0.543~ 28803 5.2 0.307X -7504 1.2 0.3962 -10244 2.2 0.196Z -3263 0.9 0.3472 -7872 2.0 0.2472 7819 1.5 0.1962 -3263 0.9 0.2972 -5251 1.2 0.2962 10781 2.7 T -AVIW - B 4.7/ 4.7 3.3/ 3.3 3.3/ 3.8 2.8/ 3.3 5.6/ 5.6 3.0/ 3.5 2.3/ 2.3 2.31 2.3 3.01 3.5 Page 11 V1.71 Valley Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T202 1 - 26LH952/559 x 23' 9.500 Special Crimped angle - End Lenqth DeDth SloDe Holes Top Chord Ext BCX Holdback Pitch EP/#1L Parallel chord Longspan Tag 6.000 5.000 46.000 Opp 6.000 5.000 46.000 Uniform Live load 559 #/ft full length Uniform SJI load 952 #/ft full length Uniform Dead load 393 #/ft full length An additional SJI load of 2000# mav occur at any toD chord Dane1 Doint. An additional Dead load of 2000# may occur at aiy tbp chordApanelApoint. HI.-?LIP @ 11'10 FTE OAL Sl .T BEARING 3-1/2" @ LE End loads: SJI Left TC axial load: 0.0 Right TC axial load: 0.0 26.000 in Deep 24.844 in Effective Depth 22.000 in Clear Depth 926569 in-#Moment 48.000 in Interior Panel 6 Web Vees --Live-- 0.0 0.0 0.0 9.8 0.0 Kim 0.0 0.0 0.0 9.8 0.0 Kips L/1036 Live Defl L/ 608 SJI Defl 1.000 in Chord gap 0.229 in Camber 22.375 in Left End 22.375 in Right End 281.500 in Design length 2792 # Minimum Shear 483 in4 Ix 0 in4 Minimum Ix 13166 # SJI reaction 13166 # SJI reaction Tow Chord: 2-L L2X2X.248 A = 1.861 Y = 0.591 Fy = 50000 Q = 1.000 Bridg c 212" Ix= 0.691 Iy= 2.905 Rx = 0.609 Ry = 1.250 Rz = 0.391 Tag end panl: L = 22.375 P = -23812 Paz= -38841 M = 2899 No Filler Center: L = 24.000 P = -36995 Pa= -46450 M = 1916 No Fillers . .First point: P = -23812 Pa = -50247 M = 4130 Chord shear: V = 20200 C = -307 fv = 10268 fc = -165 f = 10268 Bot Chord: 2-LL2x2x.176 A = 1.346 Y = 0.565 Fy = 50000 Q = 0.981 IX= 0.516 Iy= 2.042 RX = 0.619 Ry = 1.232 Rz = 0.394 Chord shear: V = 20200 T'= 21192 fv = 16997 ft = 15744 f = 18732 Center: L = 48.000 P = 37295 Pa = 40381 Page 12 V1.71 Vallev Joist West - Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T202 1 - 26LH952/559 x 23' 9.500 Special Crimped angle Parallel chord Longspan Web And T 1 60.5 V 141.0 c 1 1.7 T 2 44.0 v 2 0.0 c 2 44.0 T 3 44.0 v 3 0.0 C> 44.0 Lncrth Shear 50.5 11966 32.9 -3865 24.9-10186 34.5 8176 24.8 -4051 34.5 -6101 34.5 4027 24.8 -4089 34.5 -2792 Force Member Am - R 24337 2LL1-3/4X.155 1.037 0.541X -5124 2LLlxlx.109 0.412 0.307~ -10190 1L L2~2x.143 0.552 0.3962 11367 1LL1-3/4~.125 0.422 0.3472 -4051 lLL1-1/4X.109 0.261 0.2472 -8483 1LL1-3/4~.143 0.480 0.3462 -4089 lLL1-1/4~.109 0.261 0.2472 -3881 lLL1-1/2~.109 0.315 0.2972 5598 lLL1-1/4x.109 0.261.0.2472 -- Pa Weld 31109 5.3 -7507 1.6 -10249 2.4 12656 3.1 -5107 1.3 -9309 2.0 7819 1.7 -5107 1.3 -5253 1.2 T-AVlW-B 5.5/ 5.5 4.6) 4.6 3.3/ 3.3 3.3/ 3.7 2.5/ 2.5 3.3/ 3.7 2.8/ 3.2 2.5) 2.5 3.0/ 3.5 Vallev Joist West Page 13 V1.71 .- Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T203 1 - 32LH982/582 x 17' 7.125 Special Crimped angle Parallel chord Longspan - End Lenqth Depth Slone Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 40.000 Opp 6.000 5.000 E 0' 7.500 40.000 Uniform Live load 582 #/ft full length Uniform SJI load 982 #/ft full length Uniform Dead load 400 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HWLIP 19 4'5" & 13'4" FTE OAL FL 1 SKEW RE NS 8-3/4" TOE W2 DOWN RE End loads: SJINtUpDeadLiveEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 207.125 in Design length 2119 # Minimum Shear 30.587 in Effective Depth 989 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/5111 Live Defl L/3029 SJI Defl 538180 in-#Moment 1.000 in Chord gap 0.124 in Camber 48.000 in Interior Panel 27.781 in Left End 27.781 in Right End 4 Web Vees 9475 # SJI reaction 9475 # SJI reaction Tor, Chord: 2-LL2-1/2x.212 A = 2.030 Y = 0.703 Fy = 50000 Q = 0.967 Bridg e 243" Ix= 1.219 Iy= 4.158 Rx = 0.775 Ry = 1.431 Rz = 0.493 Center: L = 24.000 P = -17595 Paz= -51834 M = 1987 No Fillers Tag end panl: L = 27.781 P = -13208 Paz= -41517 M = 4478 No Filler First point: P = -13208 Pa = -54813 M = 6834 Chord shear: V = 20200 C = -3328. fv = 5468 fc = -1639 f = 5529 Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1,309 Iy= 4.520 RX = 0.772 Ry = 1.435 RZ = 0.492 Center: L = 48.000 P = 16040 Pa = 65826 Chord shear: V = 20200 T = 10131 fv = 7091 ft = 4617 f = 7457 - Web AnqlLLncrth Shear Force Member Area- R -- Pa Weld T-Av1W-B T L51.2 48.8 8155 13005 2LL1-1/4X.109 0.521 0.387X 15637 4.0 6.7/ 6.7 V, -8.5 32.2 -3336 -3517 lLL1-1/4x.109 0.261 0.2472 -3922 1.1 3.0/ 3.1 C 129.9 35.3 -5796 -6684 1L L2~2X.143 0.552 0.3962 -7146 1.6 3.8/ 4.1 T 2 38.1 38.9 3562 4527 lLL1-1/4X.109 0.261 0.247.2 7819 1.4 3.3/ 3.6 V 2 0.0 30.6 -3052 -3052 lLL1-1/4X.109 0.261 0.2472 -4205 0.9 3.0/ 3.0 C 2 38.1 38.9 -2119 -2693 lLL1-1/4X.109 0.261 0.2472 -2782 0.8 3.3/ 3.6 Page 14 V1.71 Valley Joist West - Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T204 1 - 32LH982/582 x 17' 7.125 Special Crimped angle End Lenqth Dewth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 40.000 Opp 6.000 5.000 E 0' 7.500 40.000 Parallel chord Longspan Uniform Live load 582 #/ft full length Uniform SJI load 982 #/ft full length Uniform Dead load 400 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HWLIP (3 4'5" & 13'4" FTE OAL TOE W2 DOWN RE FL 1 SKEW RE FS 8-3/4" End loads: SJIZJIDeaddEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Ki-os L~ ~ Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 207.125 in Design length 2119 # Minimum Shear 30.587 in Effective Depth . 27.000 in Clear Depth 538180 in-#Moment 48.000 in Interior Panel 4 Web Vees TOR Chord: 2-LL2-1/2x.212 Bridg c 243" Ix= 1.219 Center: L = 24.000 Tag end panl: L = 27.781 First point: Chord shear: V = 20200 Bot Chord: 2-LL2-1/2x.230 Ix= 1.309 Center: L = 48.000 Chord shear: V = 20200 Web Anql Lnqth Shear Force T L-51.2 48.8 8155 13005 V -8.5 32.2 -3336 -3517 C 129.9 35.3 -5796 -6684 T 2 38.1 38.9 3562 4527 V 2 0.0 30.6 -3052 -3052 C 2 38.1 38.9 -2119 -2693 989 in4 Ix 0 in4 Minimum Ix L/5111 Live Defl L/3029 SJI Defl 1.000 in Chord gap 0.124 in Camber 27.781 in Left End 27.781 in Right End 9475 # SJI reaction 9475 # SJI reaction A = 2.030 Y = 0.703 Fy = 50000 Q = 0.967 Iy= 4.158 RX = 0.775 Ry = 1.431 RZ = 0.493 P = -17595 Paz= -51834 M = 1851 No Fillers P = -13208 Paz= -41517 M = 4478 No Filler P = -13208 Pa = -54813 M = 6834 C = -3328 fv = 5468 fC = -1639 f = 5529 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Iy= 4.520 RX = 0.772 Ry = 1.435 RZ = 0.492 T = 10131 fV = 7091 ft = 4617 f = 7457 P = 16040 Pa = 65826 Member Area- R -__ Pa Weld T-Av1W-B 2LL1-1/4x.109 0.521 0.387~ 15637 4.0 6.7/ 6.7 lLL1-1/4~.109 0.261 0.2472 -3922 1.1 3.0/ 3.1 1L L2~2X.143 0.552 0.3962 -7146 1.6 3.8/ 4.1 lLL1-1/4~.109 0.261 0.2472 -4205 0.9 3.0/ 3.0 lLL1-1/4~.109 0.261 0.2472 -2782 0.8 3.3/ 3.6 lLL1-1/4x.109 0.261 0.2472 7819 1.4 3.3/ 3.6 Page 15 V1.71 Valley Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lOOOZ 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T205 1 - 32LH928/543 x 25'10.250 Special Crimped angle Parallel chord Longspan End Lenqth Depth SloDe Holes Top Chord Ext BCX Holdback Pitch EP/#lL Taq 6.000 5.000 50.000 Opp 6.000 5.000 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HXLIP @ 12'11" FTE OAL SI CT BEARING 3-1/2" @ RE End loads: SJINtUpmLiveEqukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 306.250 in Design length 2960 # Minimum Shear 30.587 in Effective Depth 989 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1695 Live Defl L/ 992 SJI Defl ' 983190 in-#Moment 1.000 in Chord gap 0.271 in Camber 48.000 in Interior Panel 28.563 in Left End 28.563 in Right End 6 Web Vees 12842 # SJI reaction 12842 # SJI reaction TOD Chord: 2-LL2-1/2x.212 A = 2.030 Y = 0.703 Fy = 50000 Q = 0.967 Bridg < 243" Ix= 1.219 Iy= 4.158 Rx = 0.775 Ry = 1.431 Rz = 0.493 Center: L = 24.000 P = -31553 Paz= -51834 M = 1858 No Fillers Tag end panl: L = 28.563 P = -20136 Paz= -41063 M = 4461 No Filler First point: P = -20136 Pa = -54813 M = 6850 Chord shear: V = 20200 C = -2787 fv = 8813 fc = -1373 f = 8840 Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 IX= 1.309 Iy= 4.520 RX = 0.772 Ry = 1.435 RZ = 0.492 Center: L = 48.000 P = 32144 Pa = 65826 Chord shear: V = 20200 T = 18173 fv = 10070 ft = 8282 f = 10888 Vallev Joist West Page 16 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T205 1 - 32LH928/543 x 25'10.250 Special Crimped angle Parallel chord Longspan Web Anql Lnsth T 1 57.5 56.9 V 132.4 36.2 C 1 16.6 31.9 T 2 38.1 38.9 V 2 0.0 30.6 C 2 38.1 38.9 T 3 38.1 38.9 V 3 0.0 30.6 CA 38.1 38.9 Shear 11581 -3294 -9342 -2986 -5297 -3014 -2960 7231 . 3362 Force Member 21549 2LL1-1/2X.125 -3903 lLL1-1/2X.109 -9749 9191 -2986 -6733 4274 -3014 -3763 Area 0.719 0.315 0.673 0.315 0.261 0.422 0.261 0.261 0.315 R - 0.465~ 0.2972 0.3942 0.2972 0.2472 0.3472 0-.247z 0.2472 0.2972 -- Pa Weld T-AvlW-B 21563 5.8 7.4/ 7.4 -5012 -10283 9454 -4205 -7225 7819 -4205 -4622 1.2 1.9 2.8 0.9 1.8 1.3 0.9 1.2 3.4) 3.7 3.7/ 3.8 3.5/ 3.9 3.8/ 4.1 3.5/ 3.9 3.0/ 3.0 3.3/ 3.6 3.0/ 3.0 Vallev Joist West Page 17 V1.71 r Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T206 2 - 32LH928/543 x 25' 9.250 Special Crimped angle - End Lensth DeDth Holes TO*, Chord Ext ' BCX Holdback Pitch EP/#iL Tag 6.000 5.000 50.000 Opp 6.000 5.000 50.000 Parallel chord Longspan Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HFLIP @ 12'11" FTE OAL S€- .<T BEARING 3-1/2" @ RE End loads: SJINtUr,-Livewu Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 305.250 in Design length 2951 # Minimum Shear 30.692 in Effective Depth 985 in4 Ix 0 in4 Minimum Ix 27.500 in Clear Depth L/1705 Live Defl L/ 997 SJI Defl 977029 in-#Moment 48.000 in Interior Panel 6 Web Vees Tow Chord: 2-LL2-1/2x.250 Bridg c 245" Ix= 1.406 Center: L = 24.000 Tag end panl: L = 28.312 First point: Chord shear: V = 20200 Bot Chord: 2-L L2X2X.248 Ix= 0.691 Center: L = 48.000 Chord shear: V = 20200 1.000 in Chord gap 0.270 in Camber 28.312 in Left End 28.312 in Riuht End 12803 # SJI reaction A = 2.375 Iy= 4.924 P = -31287 P = -20043 P = -20043 C = -2623 A= 1.861 Iy= 2.905 P = 31833 T = 18065 Y = 0.717 Rx = 0.769 Paz= -62454 Paz= -49422 Pa = -64125 fv = 7467 Y = 0.591 Rx = 0.609 fv = 11644 Pa = 55830 12803 # SJI-reaction Fy = 50000 Ry = 1.440 M = 1858 M = 4387 M = 6723 fc = -1104 Fy = 50000 Ry = 1.250 ft = 9707 Q = 1.000 RZ = 0.491 No Fillers No Filler f = 7487 Q = 1.000 RZ = 0.391 f = 12615 Vallev Joist West Page 18 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 ,-- Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T206 2 - 32LH928/543 x 25’ 9.250 Special Crimped angle Parallel chord Longspan - Web T 1 57.4 V 1 32.7 C 1 15.7 T 2 38.0 v 2 0.0 C 2 38.0 T 3 38.0 v 3 0.0 C +..38 .O Lnqth 57.0 36.5 31.9 39.0 30.7 39.0 39.0 30.7 39.0 Shear. 11551 -3274 -9333 7232 -2985 -5297 3363 -3012 -2951 Force Member Area 21442 2LL1-3/4X.143 0.960 -3890 lLL1-1/2x.109 0.315 -9695 lLL2x2x.176 0.673 9180 lLL1-1/2x.109 0.315 -2985 lLL1-1/4x.109 0.261 -6725 lLL1-3/4X.125 0.422 4269 lLL1-1/4X.109 0.261 -3012 lLL1-1/4~.109 0.261 -3746 lLL1-1/2X.109 .0.315 R 0.543~ 0.2972 0.2972 0.2472 0.3472 0.2472 0.2472 0.2972 0.3942 - 1 Pa Weld 28803 5.0 -4979 1.2 10300 1.9 9454 2.8 -4188 0.9 -7212 1.8 7819 1.3 -4188 0.9 -4610 1.2 T - AVl W - B 7.11 5.3 3.4/ 3.1 3.7/ 3.3 3.5) 3.3 3.0/ 2.5 3.8/ 3.5 3.3/ 3.0 3.5/ 3.3 3.0/ 2.5 Valley Joist West Page 19 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T207 1 - 32LH928/543 x 26' 0.750 Special Crimped angle End Lenqth Depth Sloue Holes TOV Chord Ext BCX Holdback' Pitch EP/#lL Parallel chord Longspan Tag 6.000 5.000 50.000 Opp 6.000 5.000 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HPCLIP @ 12'11" FTE OAL SI .T BEARING 3-1/2" @ RE End loads: __ SJI NtUD Dead Live a Wind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 308.750 in Design length 2985 # Minimum Shear 30.587 in Effective Depth 989 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1654 Live Defl L/ 968 SJI Defl 998678 in-#Moment 1.000 in Chord gap 0.276 in Camber 48.000 in Interior Panel 29.188 in Left End 29.186 in Right End 6 Web Vees 12938 # SJI reaction 12938 # SJI reaction TOD Chord: 2-LL2-1/2x.212 A = 2.030 Y = 0.703 Fy = 50000 Q = 0.967 Bridg c 243" Ix= 1.219 Iy= 4.158 Rx = 0.775 Ry = 1.431 Rz = 0.493 Center: L = 24.000 P = -31989 Paz= -51834 M = 1859 No Fillers Tag end panl: L = 29.188 P = -20236 Paz= -40695 M = 4650 No Filler First point: P = -20236 Pa = -54813 M = 7170 Chord shear: V = 20200 C = -3176 fv = 8834 fc = -1564 f = 8868 Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 Iy= 4.520 RX = 0.772 Ry = 1.435 RZ = 0.492 Center: L = 48.000 P = 32651 Pa = 65826 Chord shear: V = 20200 T = 18289 fv = 10134 ft.= 8335 f = 10958 Vallev Joist West Page 20 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T207 1 - 32LH928/543 x 26' 0.750 Special Crimped angle Parallel chord Longspan Web Anal T 1 57.5 V 1 31.6 C 1 18.7 T 2 38.1 v 2 0.0 c 2 38.1 T 3 38.1 v 3 0.0 C.'~ 38.1 Lnqth 56.9 35.9 32.3 38.9 30.6 38.9 38.9 30.6 38.9 Shear 11654 -3343 -9364 7229 -2989 -5295 3362 -3016 -2985 Force 21687 -3925 -9888 9189 -2989 -6731 4273 -3016 -3794 Member 2LL1-1/2~.125 ILLI-I)~~. 109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/2X. 10.9 1LLZx2x.176 1LL1-3/4X.125 Area- R 0.719 0.465~ 0.315 0.2972 0.673 0.3942 0.315 0.2972 0.261 0.2472 0.422 0.3472 0.261 0.2472 0.261 0.2472 0.315 0.2972 -- Pa Weld 21563 5.8 -5059 1.2 -10112 1.9 9454 2.8 -4205 0.9 -7225 1.8 7819 1.3 -4205 0.9 -4622 1.2 T- AV1 W - B 7.4/ 7.4 3.4/ 3.7 3.7/ 3.9 3.5/ 3.9 3.8/ 4.1 3.5/ 3.9 3.0/ 3.0 3.3/ 3.6 3.0/ 3.0 L Vallev Joist West Page 21 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T208 2 - 32LH928/543 x 26' 6.000 Special Crimped angle End Lensth Depth Slope Holes TOP Chord Ext BCX Holdback Pitch EP/#.lL Parallel chord Longspan Tag 6.000 5.000 50.000 50.000 Opp 6.000 5.000 E 0' 0.500 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H-CLIP @ 12'11" FTE OAL End loads: SJImDeadLiveEcrukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 314.000 in Design length 3035 # Minimum Shear 30.587 in Effective Depth 989 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1572 Live Defl L/ 920 SJI Defl 1031595 in-#Moment 1.000 in Chord gap 0.285 in Camber 48.000 in Interior Panel 30.500 in Left End 30.500 in Right End 6 Web Vees 13141 # SJI reaction 13141 # SJI reaction TOR Chord: 2-LL2-1/2x.212 A = 2.030 Y = 0.703 Fy = 50000 Q = 0.967 Bridg c 243" Ix= 1.219 Iy= 4.158 RX = 0.775 Ry = 1.431 RZ = 0.493 Center: L = 24.000 P = -32939 Paz= -51834 M = 1860 No Fillers Tag end panl: L = 30.500 P = -20444 Paz= -39909 M = 5060 No Filler First point: P = -20444 Pa = -54813 M = 7864 Chord shear: V = 20200 C = -3999 fv = 8876 fc = -1970 f = 8931 Bot Chord: 2-LL2-1/2x.230 Ix= 1.309 Center: L = 48.000 Chord shear: V = 20200 Web Ana T 1 57.5 V 129.8 C J-23.0 T 38.1 v 2 0.0 C 2 38.1 T 3 38.1 v 3 0.0 Lnsth Shear 56.9 11809 35.2 -3447 33.2 -9409 38.9 7225 30.6 -2993 38.9 -5293 38.9 3360 30.6 -3021 Force 21975 -3972 -10224 9184 -2993 -6728 4271 -3021 A = 2.194 Y = 0.710 Fy = 50000 Iy= 4.520 Rx = 0.772 Ry = 1.435 T = 18532 fv = 10269 ft = 8446 2LL1-3/4X.125 0.844 0.546~ 25313 5.9 lLL1-1/2X.109 0.315 0.2972 -5155~~1.2 1LL2X2X.187 0.713 0.3942 -10275 1.8 lLL1-1/2~.109 0.315 0.2972 9454 2.8 lLL1-1/4X.109 0.261 0.2472 -4205 0.9 1LL1-3/4X.125 0.422 0.3472 -7225 1.8 lLL1-1/4X.109 0.261 0.2472 7819 1.3 lLL1-1/4x.109 0.261 0.2472 -4205 0.9 P = 33727 Pa = 65826 Member Area- R -- Pa Weld Q = 0.996 RZ = 0.492 f = 11103 T-AVlW-B 7.3/ 7.3 3.4/ 3.6 3.8/ 3.9 3.5/ 3.9 3.8/ 4.1 3.0,' 3.0 3.3/ 3.6 3.0/ 3.0 C 3 38.1 38.9 -3035 -3858 lLL1-1/2X.109 0.315 0.2972 -4622 1.2 3.5/ 3.9 - Page 22 V1.71 Valley Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 . Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T209 7 - 32LH928/543 x 26' 8.500 Special Crimped angle Parallel chord Longspan End Lensth Depth SloDe Holes TOD Chord Ext BCX Holdback Pitch EP/#iL Tag 6.000 5.000 50.000 Opp 6.000 5.000 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HT1LIP 12 13'4" FTE OAL End loads: __ SJ1-Deadd.a- Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 316.500 in Design length 3059 # Minimum Shear 30.587 in Effective Depth 989 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1535 Live Defl L/ 898 SJI Defl 1047457 in-#Moment 1.000 in Chord gap 0.290 in Camber 48.000 in Interior Panel 31.125 in Left End 31.125 in Right End 6 Web Vees 13238 # SJI reaction . 13238 # SJI reaction TOD Chord: 2-LL2-1/2x.212 A = 2.030 Y = 0.703 Fy = 50000 Q = 0.967 Bridg c 243" Ix= 1.219 Iy= 4.158 Rx = 0.775 Ry = 1.431 Rz = 0.493 Center: L = 24.000 P = -33458 Paz= -51834 M = 1861 No Fillers Tag end panl: L = 31.125 P = -20543 Paz= -39529 M = 5262 No Filler First point: P = -20543 Pa = -54813 M = 8204 Chord shear: V = 20200 C = -4394 fv = 8897 fc = -2164 f = 8963 Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1,309 Iy= 4.520 Rx = 0.772 Ry = 1.435 RZ = 0.492 Center: L = 48.000 P = 34245 Pa = 65826 Chord shear: V = 20200 T = 18648 fv = 10333 ft = 8499 f = 11173 Web Anql T 1 57.5 v 1 28.9 C "25.0 T . 38.1 v 2 0.0 C 2 38.1 T 3 38.1 v 3 0.0 Lnq t h 56.9 34.9 33.7 38.9 30.6 38.9 38.9 30.6 Shear 11883 -3497 -9431 7223 -2996 -5292 3360 -3023 Force Member Area- R 22112 2LL1-3/4~.125 0.844 0.546~ -3994 lLLl-l/2x.109 0.315 0.2972 -10404 1L L2X2X.216 0.817 0.3922 9182 lLL1-1/2~.109 0.315 0.2972 -2996 lLL1-1/4X.109 0.261 0.2472 -6726 lLL1-3/4x.125 0.422 0.3472 -3023 lLL1-1/4~.109 0.261 0.2472 4271 lLL1-1/4x.109 0.261 0.2472 -- Pa Weld 25313 6.0 -5198 1.2 -11411 1.6 9454 2.8 -4205 0.9 -7225 1.8 7819 1.3 -4205 0.9 T - Avl W - B 7.3/ 7.3 3.3/ 3-.~6 3.8/ 4.0 3.5/ 3.9 3.8/ 4.1 3.0/ 3.0 3.3/ 3.6 3.0/ 3.0 C 3 38.1 38.9 -3059 -3889 lLL1-1/2X.109 0.315 0.2972 -4622 1.2 3.5/ 3.9 - Valley Joist West Page 23 V1.71 Entered 6/20/00 Revised 2/13/01 - Job #ON02915 - 02 By ASM Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T210 1 - 32LH945/552 x 26' 1.750 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes Tow Chord Ext BCX Holdback Pitch EP/#~L Taq 6.000 5.000 Y 50.000 Opp 6.000 5.000 E 0' 7.500 50.000 Uniform Live load 552 #/ft full length Uniform SJI load 945 #/ft full length Uniform.Dead load 393 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H-7LIP @ 13 ' 0" FTE OAL FL-L SKEW RE NS 8-5/8" TOE W2 DOWN RE MAX SEAT WIDTH 7" MAX LE SHORT BEARING 3-1/2" @ LE End loads: - SJImDeadUEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 309.750 in Design length 3049 # Minimum Shear 30.692 in Effective Depth 985 in4 Ix 0 in4 Minimum Ix 27.500 in Clear Depth L/1605 Live Defl L/ 937 SJI Defl 1021897 in-#Moment 1.000 in Chord gap 0.278 in Camber 48.000 in Interior Panel 29.437 in Left End 29.437 in Right End 6 Web Vees 13196 # SJI reaction 13196 # SJI reaction TOR Chord: 2-L L2X2X.248 A = 1.861 Y = 0.591 Fy = 50000 Q = 1.000 Bridg c 212" Ix= 0.691 Iy= 2.905 Rx = 0.609 Ry = 1.250 Rz = 0.391 Center: L = 24.000 P = -32538 Paz= -46450 M = 1874 No Fillers Tag end panl: L = 29.437 P = -20490 Paz= -33406 M = 4813 No Filler First point: P = -20490 Pa = -50247 M = 7434 Chord shear: V = 20200 C = -3376 fv = 9606 fc = -1814 f = 9649 Bot Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 RX = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 48.000 P = 33295 Pa = 71250 Chord shear: V = 20200 T = 18583 fv = 9506 ft = 7824 f = 10279 - Page 24 V1.71 Vallev Joist West - Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T210 1 - 32LH945/552 x 26' 1.750 Special Crimped angle Parallel chord Longspan Web Ansl Lnsth T 1 57.4 57.0 V 131.2 35.9 C 1 19.5 T 2 38.0 v 2 0.0 C 2 38.0 T 3 38.0 v 3 0.0 C' 38.0 32.6 39.0 30.7 39.0 39.0 30.7 39.0 Shear 11882 -3406 -9529 7347 -3025 -5380 3412 -3053 -3049 Force Member -3980 1~~1-1/2~.109 22057 2LL1-3/4~.143 -10110 1LL2~2x.187 9327 lLL1-1/2x.109 -3025 lLL1-1/4X.109 -6830 lLL1-3/4x.125 4332 lLL1-1/4~.109 -3053 lLL1-1/4X.109 -3871 lLL1-1/2x.109 a- R 0.960 0.543~ 0.315 0.2972 0.713 0.3942 0.315 0.2972 0.261 0.2472 0.422 0.3472 0.261 0.2472 0.261 0.2472 0.315 0.2972 -- Pa Weld 28803 5.2 -5065 1.2 -10614 1.8 9454 2.9 -4188 0.9 -7212 1.8 7819 1.3 -4188 0.9 -4610 1.2 T - AVl W - B 5.3/ 7.1 2.8/ 3.7 2.5/ 3.0 3.2/ 3.9 2.9/ 3.9 3.1/ 4.1 2.7/ 3.6 2.5/ 3.0 2.9/ 3.9 _- Vallev Joist West Page 25 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T211 1 - 32LH945/552 x 26' 1.750 Special Crimped angle End Lenqth Devth Slope Holes TOT) Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 Y 50.000 Opp 6.000 5.000 E 0' 7.500 50.000 Parallel chord Longspan Uniform Live load 552 #/ft full length Uniform SJI load 945 #/ft full length Uniform Dead load 393 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H'TLIP @ 13'0" FTE OAL TOE W2 DOWN RE FL-d SKEW RE FS 8-5/8" MAX SEAT WIDTH 7" MAX LE SHORT BEARING 3-1/2" @ LE End loads: - SJI NtUpDeadumWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 309.750 in Design length 3049 # Minimum Shear 30.692 in Effective Depth 985 in4 Ix 0 in4 Minimum Ix 27.500 in Clear Depth L/1605 Live Defl L/ 937 SJI Defl 1021897 in-#Moment 1.000 in Chord gap 0.278 in Camber 48.000 in Interior Panel 29.437 in Left End 29.437 in Right End 6 Web Vees 13196 # SJI reaction 13196 # SJI reaction Top Chord: 2-L L2X2X.248 A = 1.861 Y = 0.591 Fy = 50000 Q = 1.000 Bridg c 212" Ix= 0.691 Iy= 2.905 Rx = 0.609 Ry = 1.250 Rz = 0.391 Center: L = 24.000 P = -32538 Paz= -46450 M = 1874 No Fillers Tag end panl: L = 29.437 P = -20490 Paz= -33406 M = 4813 No Filler First point: P = -20490 Pa = -50247 M s 7434 Chord shear: V = 20200 C = -3376 fv = 9606 fc = -1814 f = 9649 Bot Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 RZ = 0.491 Center: L = 48.000 P = 33295 Pa = 71250 Chord shear: V = 20200 T = 18583 fv = 9506 ft = 7824 f = 10279 - Valley Joist West Page 26 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 ,- Customer: Project : Comments : T211 JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 ASTON VIEWS CARLSBAD, CA UBC 1997 TAG COLOR BLUE 1 - 32LH945/552 x 26' 1.750 Special Crimped angle Parallel chord Longspan . Web Anql Lnqth Shear Force Member Area- R T 157.4 57.0 11882 22057 2LL1-3/4X.143 0.960 0.543X V 131.2 35.9 -3406 -3980 lLL1-1/2~.109 0.315 0.2972 C 1 19.5 32.6 -9529 -10110 lLL2~2x.187 0.713 0.3942 T 2 38.0 39.0 7347 9327 lLL1-1/2X.109 0.315 0.2972 V 2 0.0 30.7 -3025 -3025 lLL1-1/4~.109 0.261 0.2472 C 2 38.0 39.0 -5380 -6830 lLL1-3/4X.125 0.422 0.3472 T 3 38.0 39.0 3412 4332 lLL1-1/4~.109 0.261 0.2472 V 3 0.0 30.7 -3053 -3053 lLL1-1/4X.109 0.261 0.2472 C/- 38.0 39.0 -3049 -3871 lLL1-1/2~.109 0.315 0.2972 -- Pa Weld T-AvlW-B 28803 5.2 5.3/ 7.1 2.8/ 3.7 -5065 1.2 -10614 1.8 9454 2.9 -4188 0.9 -7212 1.8 ,7819 1.3 -4188 0.9 -4610 1.2 3,2/ 3.9 2.9/ 3.9 3.1/ 4.1 2.7/ 3.6 2.5/ 3.0 2.9/ 3.9 2.5/ 3.0 .- Vallev Joist West . Page 27 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 7 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T212 1 - 32LH928/543 x 26' 9.750 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slowe Holes TOR Chord Ext BCX Holdback Taq 6.000 5.000 E 0' 3.500 Opp 6.000 5.000 Pitch EP/#1L 50.000 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. "'--!LIP @ 13'8" FTE OAL End loads: - SJ1rnDeadLive-U Left TC axial load: 0.0 0.0 0.0 0.0 79.4 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 79.4 0.0 Kips 32.000 in Deep 317.750 in Design length 3072 # Minimum Shear 30.567 in Effective Depth 1016 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1558 Live Defl L/ 912 SJI Defl 2202422 in-#Moment 1.000 in Chord gap 0.292 in Camber 48.000 in Interior Panel 31.437 in Left End 31.437 in Right End 6 Web Vees 13286 # SJI reaction 13286 # SJI reaction TOR Chord: 2-L L3x3x.281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx = 0.926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -72053 Paz= -87083 M = 1830 No Fillers Tag end panl: L = 31.437 P = -64920 Pax= -77093 M = 5365 Filler Reqd First point: P = -64920 Pa = -86780 M = 8377 Chord shear: V = 20200 C = -4595 fv = 5600 fc = -1430 f = 5645 Bot Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 IX= 0.615 Iy= 2.520 RX = 0.613 Ry = 1.242 Rz = 0.392 Center: L = 48.000 P = 34529 Pa = 49041 Chord shear: V = 20200 T = 18718 fv = 13796 ft = 11450 f = 14937 Web Ansl Lnqth Shear Force Member Area....- R -__ Pa Weld T-Av1W-B T 157.5 56.9 11920 22191 2LL1-3/4x.143 0.960 0.543X 28803 5.2 8.9/ 5.4 V 128.5 34.8 -3717 -4227 1LLl-l)2X.109 0.315 0.2972 -5221 1.3 3.6/ 3.0 T . 38.1 38.9 7223 9183 lLL1-1/2~.109 0.315 0.2972 9454 2.8 3.8/ 3.3 C i-25.9 34.0 -9442 -10500 1L L2X2X.216 0.817 0.3922 -11262 1.6 4.1/ 3.4 V 2 0.0 30.6 -3201 -3201 lLL1-1/4X.109 0.261 0.2472 -4208 1.0 3.3/ 2.5 C 2 38.1 38.9 -5291 -6727 1LL1-3/4X.125 0.422 0.3472 -7227 1.8 4.1/ 3.5 T 3 38.1 38.9 3360 4271 lLL1-1/4x.109 0.261 0.2472 7819 1.3 3.6/ 3.0 V 3 0.0 30.6 -3216 -3216 lLL1-1/4X.109 0.261 0.2472 -4208 1.0 3.3/ 2.5 C 3 38.1 38.9 -3072 -3905 lLL1-1/2~.109 0.315 0.2972 -4625 1.2 3.8,’ 3.3 - Valley Joist West Page 28 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T213 1 - 32LH928/543 x 26' 9.750 Special Crimped angle Parallel chord Longspan - End Lencrth Depth, Slope Holes Tor, Chord Ext BCX Holdback Pitch EP/#iL 50.000 Tag 6.000 5.000 E 0' 3.500 Opp 6.000 5.000 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H-LIP @ 13 ' 8" FTE OAL End loads: SJIUJlDeadLivegkWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 317.750 in Design length 3072 # Minimum Shear 30.587 in Effective Depth 989 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1517 Live Defl L/ 888 SJI Defl 1055433 in-#Moment 1.000 in Chord gap 0.292 in Camber 48.000 in Interior Panel 31.437 in Left End 31.437 in Right End 6 Web Vees 13286 # SJI reaction 13286 # SJI reaction Top Chord: 2-LL2-1/2~.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Bridg < 244" Ix= 1.309 Iy= 4.520 Rx = 0.772 Ry = 1.435 Rz = 0.492 Center: L = 24.000 P = -33719 Paz= -57535 M = 1861 No Fillers Tag end panl: L = 31.437 P = -20592 Paz= -43432 M = 5365 No Filler First point: P = -20592 Pa = -59243 M = 8377 Chord shear: V = 20200 C = -4592 fv = 8210 fc = -2093 f = 8277 Bot Chord: 2-LL2-1/2x.212 A = 2.030 Y = 0.703 Center: L = 48.000 P = 34506 Pa = 60903 Chord shear: V = 20200 T = 18706 fv = 11245 Ix= 1.219 Iy= 4.158 Rx = 0.775 Web Anql Lnsth Shear Force Member Area- R T 157.5 56.9 11920 22181 2LL1-3/4X.125 0.844 0.546~ V 128.4 34.8 -3522 -4005 lLL1-1/2X.109 0.315 0.2972 C -25.9 34.0 -9442 -10499 1L L2X2X.216 0.817 0.3922 T . 38.1 38.9 7223 9181 lLL1-1/2x.109 0.315 0.2972 V 2 0.0 30.6 -2997 -2997 lLL1-1/4X.109 0.261 0.2472 C 2 38.1 38.9 -5291 -6725 lLL1-3/4X.125 0.422 0.3472 T 3 38.1 38.9 3360 4270 lLL1-1/4X.109 0.261 0.2472 V 3 0.0 30.6 -3025 -3025 lLL1-1/4X.109 0.261 0.2472 Fy = 50000 Ry = 1.431 ft = 9214 -- Pa Weld 25313 6.0 -5219 1.2 -11252 1.6 9454 2.8 -4205 0.9 -7225 1.8 7819 1.3 -4205 0.9 Q = 0.967 RZ = 0.493 f = 12152 T - AVl W - B 7.2/ 7.2 3.3) 3.6 3.8/ 4.0 3.5/ 3.9 3.8/ 4.1 3.0/ 3.0 3.0/ 3.0 3.3/ 3.6 C 3 38.1 38.9 -3072 -3904 lLL1-1/2X.109 0.315 0.2972 -4622 1.2 3.5/ 3.9 r Vallev Joist West Page 29 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T214 1 - 32LH928/543 x- 27' 0.500 Special Crimped angle Parallel chord Longspan - End Lenqth Depth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 E 0' 3.500 42.250 Opp 6.000 5.000 E 0' 1.000 42.250 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HYLIP @ 13'8" FTE OAL End loads: SJINtUpJLive&Wind Left TC axial load: 0.0 0.0 0.0 0.0 76.4 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 76.4 0.0 Kips 32.000 in Deep 320.500 in Design length 3098 # Minimum Shear 30.567 in Effective Depth 1016 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1519 Live Defl L/ 889 SJI Defl 2168091 in-#Moment 1.000 in Chord gap 0.297 in Camber 48.000 in Interior Panel 32.125 in Left End . 32.125 in Right End 6 Web Vees 13393 # SJI reaction 13393 # SJI reaction Top Chord: 2-L L3x3x.281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx = 0.926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -70929 Paz= -87083 M = 1826 No Fillers Tag end panl: L = 32.125 P = -61487 Paz= -68419 M = 5595 No Filler First point: P = -61487 Pa = -86780 M = 8762 Chord shear: V = 20200 C = -7432 fv = 5614 fc = -2312 f = 5732 Bot Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Ix= 0.615 Iy= 2.520 RX = 0.613 Ry = 1.242 Center: L = 48.000 P = 35106 Pa = 49041 Chord shear: V = 20200 T = 15834 fv = ,13918 ft = 9686 Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T 152.8 50.5 12025 19883 2LL1-3/4x.143 0.960 0.543~ 28803 4.7 V 114.9 31.6 -3781 -3913 lLLl-l/4x.109 0.261 0.2472 -4029 1.2 T - 38.1 38.9 7221 9180 lLL1-1/2x.109 0.315 0.2972 9454 2.8 C '-38.1 38.9 -9466 -12035 1LL2-1/2X.212 1.015 0.4932 -16000 1.9 V 2 0.0 30.6 -3191 -3191 lLL1-1/4~.109 0.261 0.2472 -4208 1.0 C 2 38.1 38.9 -5290 -6725 lLL1-3/4X.125 0.422 0.3472 -7227 1.8 V 3 0.0 30.6 -3211 -3211 lLL1-1/4~.109 0.261 0.2472 -4208 1.0 T 3 38.1 38.9 3359 4271 lLL1-1/4x.109 0.261 0.2472 7819 1.3 Q = 1.000 Rz = 0.392 f = 14736 T - AVl W - B 8.2/ 5.1 4.8/ 4.2 3.8/ 3.3 3,3/ 2.5 4.1/ 3.5 3.3/ 2.5 3.2/ 2.6 3.6/ 3.0 C 3 38.1 38.9 -3098 -3939 lLL1-1/2X.109 0.315 0.2972 -4625 1.2 3.8/ 3.3 ,-- ,e Vallev Joist West Page 30 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Pro] ect : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T215 1 - 32LH928/543 x 27' 0.500 Special Crimped angle Parallel chord Longspan - End Lenqth Dewth Slowe Holes Tow Chord,Ext BCX Holdback Pitch EP/#lL Taq 6.000 5.000 E 0' 3.500 50.000 Opp 6.000 5.000 E 0' 1.000 50.000 Uniform Live lbad 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H"1LIP @ 13'8" FTE OAL End loads: - SJI mDeadmukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 320.500 in Design length 3098 # Minimum Shear 30.587 in Effective Depth 989 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1479 Live Defl L/ 865 SJI Defl 1073087 in-#Moment 1.000 in Chord gap 0.297 in Camber 48.000 in Interior Panel 32.125 in Left End 32.125 in Right End 6 Web Vees 13393 # SJI reaction 13393 # SJI reaction TOP Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Bridg c 244" Ix= 1.309 Iy= 4.520 Rx = 0.772 Ry = 1.435 Rz = 0.492 Center: L = 24.000 P = -34296 Paz= -57535 M = 1862 No Fillers Tag end panl: L = 32.125 P= -20701 Paz= -42946 M = 5595 No Filler First point: P = -20701 Pa = -59243 M = 8762 Chord shear: V = 20200 C = -5029 fv = 8231 fc = -2292 f = 8310 . Bot Chord: 2-LL2-1/2~.212 A = 2.030 Y = 0.703 Fy = 50000 Ix= 1.219 Iy= 4.158 Rx = 0.775 Ry = 1.431 Center: L = 48.000 P = 35083 Pa = 60903 Chord shear: V = 20200 T = 18833 fv = 11321 ft = 9277 -- Pa Weld T 1 57.5 56.9 12001 22331 2LL1-3/4x.125 0.844 0.546~ 25313 6.0 V 127.4 34.5 -3576 -4029 ILL1-1/2~.109 0.315 0.2972 -5264 1.2 T. 38.1 38.9 7221 9178 lLL1-1/2~.109 0.315 0.2972 9454 2.8 Web Anql Lnqth Shear Force Member Area- R C -28.0 34.6 -9466 -10719 1L L2X2X.216 0.817 0.3922 -10877 1.7 V 2 0.0 30.6 -2999 -2999 lLL1-1/4x.109 0.261 0.2472 -4205 0.9 C 2 38.1 38.9 -5290 -6724 1LL1-3/4X.125 0.422 0.3472 -7225 1.8 V 3 0.0 30.6 -3027 -3027 lLL1-1/4~.109 0.261 0.2472 -4205 0.9 T 3 38.1 38.9 3359 4269 lLL1-1/4x.109 0.261 0.2472 7819 1.3 Q = 0.967 RZ = 0.493 f = 12235 T-AVlW-B 7.2/ 7.2 3.3/ 3.6 3.8/ 4.0 3.5/ 3.9 3.0/ 3.0 3.8/ 4.1 3.0/ 3.0 3.3/ 3.6 C 3 38.1 38.9 -3098 -3938 lLL1-1/2X.109 0.315 0.2972 -4622 1.2 3.5/ 3.9 - Vallev Joist West Page 31 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 r Customer: JD2. INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T216 1 - 32LH928/543 x 26'11.000 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Tau 6.000 5.000 E 0' 3.500 50.000 Opp 6.000 5.000 E 0' 3.500 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H'V7LIP @ 13'8" FTE OAL End loads: SJI NtUp Dead Live a Wind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 319.000 in Design length 3084 # Minimum Shear 30.587 in Effective Depth 989 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1500 Live Defl L/ 877 SJI Defl 1063440 in-#Moment 1.000 in Chord gap 0.294 in Camber 48.000 in Interior Panel 31.750 in Left End 31.750 in Right End 6 Web Vees 13335 # SJI reaction 13335 # SJI reaction Tor, Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Bridg c 244" Ix= 1.309 Iy= 4.520 Rx = 0.772 Ry = 1.435 Rz = 0.492 Center: L = 24.000 P = -33981 Paz= -57535 M = 1829 No Fillers Tag end panl: L = 31.750 P = -20642 Paz= -43211 M = 5469 No Filler First point: P = -20642 Pa = -59243 M = 8551 Chord shear: V = 20200 C = -4790 fv = 8220 fc = -2183 f = 8292 Bot Chord: 2-LL2-1/2x.212 A = 2.030 Y = 0.703 Fy = 50000 Q = 0.967 Ix= 1.219 Iy= 4.158 RX = 0.775 Ry = 1.431 RZ 0.493 Center: L = 48.000 P = 34768 Pa = 60903 Chord shear: V = 20200 T = 18763 fv = 11280 ft = 9243 f = 12190 Pa Weld T-AvlW-B T 157.5 56.9 11957 22249 2LL1-3/4x.125 0.844 0.546~ 25313 6.0 7.2/ 7.2 -- Web Anql Lnsth Shear Force Member Area- R V 128.0 34.6 -3546 -4016 1LL1-1/2~.109 0.315 0.2972 -5240 1.2 3.3/ 3.6 C "26.9 34.3 -9453 -10597 1L L2X2X.216 0.817 0.3922 -11085 1.7 3.8/ 4.0 T . 38.1 38.9 7222 9179 lLL1-1/2X.109 0.315 0.2972 9454 2.8 3.5/, 3.9 V 2 0.0 30.6 -2998 -2998 lLL1-1/4X.109 0.261 0.2472 -4205 0.9 3.0/ 3.0 C 2 38.1 38.9 -5290 -6725 1LL1-3/4X.125 0.422 0.3472 -7225 1.8 3.8/ 4.1 T 3 38.1 38.9 3359 4270 lLL1-1/4X.109 0.261 0.2472 7819 1.3 3.3/ 3.6 V 3 0.0 30.6 -3026 -3026 lLL1-1/4X.109 0.261 0.2472 -4205 0.9 3.0/ 3.0 C 3 38.1 38.9 -3084 -3920 lLL1-1/2~.109 0.315 0.2972 -4622 1.2 3.5/ 3.9 - Page 32 V1.71 Valley Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T217 1 - 32LH767/451 x 30' 2.625 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes Tow.Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 50.000 Opp 6.000 5.000 50.000 Uniform Live load 451 #/ft full length Uniform SJI load 767 #/ft full length Uniform Dead load 316 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead.load of lOOO# may occur at any top chord panel point. HIYLIP @ 10'1" & 20'2" FTE OAL End loads: SJImDead-EaukWind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 32.000 in Deep 358.625 in Design length 2865 # Minimum Shear 30.426 in Effective Depth 1286 in4 Ix 0 in4 Minimum Ix 26.500 in Clear Depth L/1652 Live Defl L/ 971 SJI Defl 1127175 in-#Moment 1.000 in Chord gap 0.372 in Camber 48.000 in Interior Panel 29.656 in Left End 29.656 in Right End 7 Web Vees 12461 # SJI reaction 12461 # SJI reaction Tor, Chord: 2-LL2-1/2x.313 A = 2.934 Y = 0.740 Fy = 50000 Q = 1.000 Bridg < 247" Ix= 1.699 Iy= 6.209 Rx = 0.761 Ry = 1.455 Rz = 0.489 Center: L = 24.000 P = -37046 Paz= -77079 M = 1533 No Fillers Tag end panl: L = 29.656 P = -20806 Paz= -59691 M = 3963 No Filler First point: P = -20806 Pa = -79220 M = 6128 Chord shear: V = 20200 C = -3514 fv = 6040 fc = -1198 f = 6069 Bot Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Ix= 2.285 Iy= 6.949 RX = 0.934 Ry = 1.628 RZ = 0.594 Center: L = 48.000 P = 36061 Pa = 78628 Chord shear: V = 20200 T = 17952 fv = 8355 ft = 6849 f = 9030 Valley Joist West Page 33 V1.73 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T217 1 - 32LH767/451 x 30' 2.625 Special Crimped angle Parallel chord Longspan Web Ansl T 1 57.6 V 1 31.1 C 1 20.4 T 2 38.3 v 2 0.0 c 2 38.3 T 3 38.3 v 3 0.0 c p. 38.3 T 38.3 v 4 0.0 Lnsth Shear 56.8 11379 35.5 -2985 32.5 -9452 38.8 7671 30.4 -2674 38.8 -6070 38.8 4469 30.4 -2708 38.8 -2868 38.8 2865 30.4 -2719 Force 21255 -3485 -10085 9770 -2674 -7731 -2708 -3653 3649 -2719 5692 Member 2LL1-1/2X.125 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLLl-l/2X;109 lLL1-1/4X.109 lLL1-1/4X.109 1LL2x2x.176 lLL1-1/2~.125 1LL1-3/4X.143 Area 0.719 0.315 0.673 0.359 0.261 0.480 0.261 0.261 0.315 0.261 0.261 R 0.465~ 0.2972 0.2962 0.2472 0.3462 0.2472 0.2472 0.2972 0.2472 0.2472 - 0.3942 - -- Pa Weld 21563 5.7 -5114 1.1 ,10039 1.9 10781 2.6 -4232 0.8 -8508 1.8 7819 1.8 -4232 0.8 -4641 1.1 7819 1.1 -4232 0.8 T - AVl W - B 7.1/ 9.3 3.4/ 3.9 3.7/ 4.1 3.5/ 4.2 3.8/ 4.4 3.3/ 3.9 3.5/ 4.2 3.3/ 3.9 3.0/ 3.3 3.0,' 3.3 3.0/ 3.3 Vallev Joist West Page 34 V1.71 - Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T218 2 - 32LH767/451 x 30' 6.125 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes Tor, Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 E 0' 0.500 50.000 Opp 6.000 5.000 E 0' 0.500 50.000 Uniform Live load 451 #/ft full length Uniform SJI load 767 #/ft full length Uniform Dead load 316 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HULIP @ 10'3" & 20'2" FTE OAL End loads: - SJI mDeadk&Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 32.000 in Deep 362.125 in Design length 2893 # Minimum Shear 30.426 in Effective Depth 1286 in4 Ix 0 in4 Minimum Ix 26.500 in Clear Depth L/1604 Live Defl L/ 943 SJI Defl 1145242 in-#Moment 1.000 in Chord gap 0.379 in Camber 48.000 in Interior Panel 30.531 in Left End 30.531 in Right End 7 Web Vees 12573 # SJI reaction 12573 # SJI reaction Top Chord: 2-LL2-1/2x.313 A = 2.934 Y = 0.740 Fy = 50000 Q = 1.000 Bridg < 247" Ix= 1.699 Iy= 6.209 Rx = 0.761 Ry = 1.455 Rz = 0.489 Center: L = 24.000 P = -37640 Paz= -77079 M = 1533 No Fillers Tag end panl: L = 30.531 P = -20921 Paz= -58874 M = 4191 No Filler .Chord shear: V = 20200 C = -4069 fv = 6056 fc = -1387 f = 6095 Bot Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 First point: P = -20921 Pa = -79220 M = 6514 Ix= 2.285 Iy= 6.949 RX = 0.934 Ry = 1.628 RZ = 0.594 Center: L = 48.000 P = 36753 Pa = 78628 Chord shear: V = 20200 T = 18086 fv = 8417 ft = 6901 f = 9097 Page 35 ~1.71 Vallev Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #10002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T218 2 - 32LH767/451 x 30' 6.125 Special Crimped angle Parallel chord Longspan Web Ana T 1 57.6 V 1 29.9 C 1 23.2 T 2 38.3 v 2 0.0 c 2 38.3 T 3 38.3 v 3 0.0 c A 38.3 T 38.3 v 4 0.0 Lnqth 56.8 35.1 33.1 38.8 30.4 38.8 38.8 30.4 38.8 38.8 30.4 Shear 11465 -3042 -9477 7668 -2677 -6068 -2711 -2893 -2722 4468 2893 Force , Member Area- R 21414 2LL1-1/2X.125 0.719 0.465~ -3508 -10314 9767 -2677 -7728 5690 -2711 -3685 3685 -2722 2LLlXlX.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 1LL2x2x.187 lLL1-1/2X.125 1LL1-3/4~.143 0.412 0.307~ 0.713 0.3942 0.359 0.2962 0.261 0.2472 0.480 0.3462 0.261 0.2472 0.261 0.2472 0.315 0.2972 0.261 0.2472 0.261 0.2472 -- Pa Weld 21563 5.8 -7034 1.1 -10338 1.9 10781 2.6 -4232 0.8 -8508 1.8 7819 1.8 -4232 0.8 -4641 1.1 7819 1.1 -4232 0.8 T - AVl W - B 7.0/ 9.2 5.3/ 6.6 3.8/ 4.2 3.5/ 4.2 3.8/ 4.4 3.3/ 3.9 3.5/ 4.2 3.3/ 3.9 3.0/ 3.3 3.0/ 3.3 3.0/ 3.3 Vallev Joist West Page 36 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lOOOZ 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T219 1 - 32LH982/582 x 8' 7.875 Special Crimped angle Parallel chord Longspan - End Lenqth Dewth Slope Holes Tow Chord Ext BCX Holdback Pitch EP/#lL Taq 6.000 5.000 27.938 Opp 6.000 5.000 E 0' 4.500 27.938 Uniform Live load 582 #/ft full length Uniform SJI load 982 #/ft full length Uniform Dead load 400 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HXLIP @ 4'5" FTE OAL TC W2 DOWN RE FULL SKEW RE NS 8-5/8" End loads: SJImDeadLiveEQukWind 0.0 Kim Left TC axial load: 0.0 0.0 0.0 0.0 8.2 Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 99.875 in Design length 1022 # Minimum Shear 30.692 in Effective Depth 985 in4 Ix 0 in4 Minimum Ix 27.500 in Clear Depth L/45402 Live Defl L/26908 SJI Defl 247790 in-#Moment 1.000 in Chord gap 0.029 in Camber 24.000 in Interior Panel 18.969 in Left End 18.969 in Right End 3 Web Vees 5087 # SJI reaction 5087 # SJI reaction TOP Chord: 2-L L2X2X.248 A = 1.861 Y = 0.591 Fy = 50000 Q = 1.000 Bridg c 212" Ix= 0.691 Iy= 2.905 Rx = 0.609 Ry = 1.250 Rz = 0.391 Center: L = 12.000 P = -8073 Paz= -52060 M = 309 No Fillers Tag end panl: L = 18.969 P = -7587 Paz= -41176 M = 2054 No Filler First point: P = -7587 Pa = -50247 M = 3253 Chord shear: V = 20200 C = -930 fv = 2397 fc = -500 f = 2410 Bot Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 RX = 0.769 Ry = 1.440 RZ = 0.491 Center: L = 24.000 P = 3899 Pa = 71250 Chord shear: V = 20200 T = 3423 fv = 3241 ft = 1441 f = 3320 Pa Weld T-AvlW-B T 1-40.2 40.2 4051 5303 2LLlxlx.109 0.412 0.307~ 12367 1.6 4.5/ 5.8 -- Web Ansl~Lnqth Shear Force Member Area- R - V -2.8 31.5 -2589 -2655 lLL1-1/4~.109 0.261 0.2472 -4055 0.8 2.5/ 3.1 C 121.4 33.0 -2378 -2554 lLL1-1/2~.109 0.315 0.2972 -2657 0.8 2.7/ 3.4 T 2 21.4 33.0 1022 1097 lLL1-1/4x.109 0.261 0.2472 7819 0.3 2.5/ 3.2 V 2 0.0 30.7 -2022 -2022 1LLlXlX.109 0.206 0.1962 -2236 0.6 2.3/ 2.8 Valley Joist West Page 37 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T220 1 - 32LH982/582 x 8' 7.875 Special Crimped angle . Parallel chord Longspan End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tau 6.000 5.000 27.938 Opp 6.000 5.000 E 0' 4.500 27.938 Uniform Live load 582 #/ft full length Uniform SJI load 982 #/ft full length Uniform Dead load 400 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HFLIP (9 4'5" FTE OAL TL W2 DOWN RE FULL SKEW RE FS 8-5/8" End loads: - SJI Dead Live Equk Wind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 99.875 in Design length 1022 # Minimum Shear 30.692 in Effective Depth 985 in4 Ix 0 in4 Minimum Ix 27.500 in Clear Depth L/45402 Live Defl L/26908 SJI Defl 247790 in-#Moment 1.000 in Chord gap 0.029 in Camber 24.000 in Interior Panel 18.969 in Left End 18.969 in Right End 3 Web Vees 5087 # SJI reaction 5087 # SJI reaction Top Chord: 2-L L2X2X.248 A = -1.861 Y = 0.591 Fy = 50000 Q = 1.000 Bridg < 212" Ix= 0.691 Iy= 2.905 Rx = 0.609 Ry = 1.250 Rz = 0.391 Center: L = 12.000 P = -8073 Paz= -52060 M = 309 No Fillers Tag end panl: L = 18.969 P = -7587 Paz= -41176 M = 2054 NO Filler First point: P = -7587 Pa = -50247 M = 3253 Chord shear: V = 20200 C = -930 fv = 2397 fc = -500 f = 2410 Bot Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 R2 = 0.491 Center: L = 24.000 P = 3899 Pa = 71250 Chord shear: V = 20200 T = 3423 fv = 3241 ft = 1441 f = 3320 Pa Weld T-AvlW-B T L40.2 40.2 4051 5303 2LLlxlx.109 0.412 0.307~ 12367 1.6 4.5/ 5.8 _- Web And Lnqth Shear Force Member Area- R V ' k2.8 31.5 -2589 -2655 lLL1-1/4x.109 0.261 0.2472 -4055 0.8 2.5/ 3.1 C 121.4 33.0 -2378 -2554 lLL1-1/2X.109 0.315 0.2972 -2657 0.8 2.7/ 3.4 T 2 21.4 33.0 1022 1097 lLL1-1/4X.109 0.261 0.2472 7819 0.3 2.5/ 3.2 V 2 0.0 30.7 -2022 -2022 lLLlxlx.109 0.206 0.1962 -2236 0.6 2.3/ 2.8 Vallev Joist West Page 38 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 -. Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T221 1 - 32LH928/543 x 26' 6.000 Special Crimped angle End Lensth Depth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Parallel chord Longspan Tag 6.000 5.000 50.000 Opp 6.000 5.000 E 0' 0.500 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of 1000# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HflLIP @ 12'11" FTE OAL End loads: - SJImDeadaEqukWind Left TC axial load: 0.0 0.0 0.0 0.0 38.1 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 38.1 0.0 Kips 32.000 in Deep 314.000 in Design length 3035 # Minimum Shear 30.692 in Effective Depth 985 in4 Ix 0 in4 Minimum Ix 27.500 in Clear Depth L/1566 Live Defl L/ 916 SJI Defl 1502781 in-#Moment 1.000 in Chord gap 0.285 in Camber 48.000 in Interior Panel 30.500 in Left End 30.500 in Right End 6 Web Vees 13141 # SJI reaction 13141 # SJI reaction TOP Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 245" Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 R2 = 0.491 Center: L = 24.000 P = -48963 Paz= -62454 M = 1860 No Fillers Tag end panl: L = 30.500 P = -36535 Paz= -47800 M = 5060 No Filler First point: P = -36535 Pa = -64125 M = 7864 Chord shear: V = 20200 C = -3985 fv = 7527 fc = -1678 f = 7574 Bot Chord: 2-L L2X2X.248 A = 1.861 Y = 0.591 Ix= 0.691 Iv= 2.905 Rx = 0.609 Center: L = 48.000 PA= 33611 Pa = 55830 Chord shear: V = 20200 T = 18469 fv = 11904 Web Ansl Lnsth Shear Force Member Area- R T 157.4 57.0 11809 21921 2LL1-3/4x.143 0.960 0.543~ V-1 29.7 35.3 -3517 -4049 lLL1-1/2X.109 0.315 0.2972 C L23.0 33.3 -9409 -10218 1LL2~2X.187 0.713 0.3942 T 38.0 39.0 7225 9172 lLL1-1/2~.109 0.315 0.2972 C 2 38.0 39.0 -5293 -6719 lLL1-3/4X.125 0.422 0.3472 T 3 38.0 39.0 3360 4266 lLL1-1/4X.109 0.261 0.2472 V 3 0.0 30.7 -3101 -3101 lLL1-1/4~.109 0.261 0.2472 V 2 0.0 30.7 -3074 -3074 lLL1-1/4x.109 0.261 0.2472 Fy = 50000 Ry = 1.250 ft = 9924 -- Pa Weld 28803 5.2 -5142 1.3 -10226 1.8 9454 2.8 -4188 0.9 -7212 1.8 7819 1.3 -4188 1.0 Q = 1.000 Rz = 0.391 f = 12897 T - AvlW - B 7.1/ 5.3 3.4/ 3.1 3.8/ 3.4 3.5/ 3.3 3.8/ 3.5 3.3/ 3.0 3.0/ 2.5 3.0/ 2.5 C 3 38.0 39.0 -3035 -3853 lLL1-1/2X.109 0.315 0.2972 -4610 1.2 3.5/ 3.3 Page 39 V1.71 Valley Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 I Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T222 2 - 32LH928/543 x 26' 6.000 Special Crimped angle Parallel chord Longspan End Lensth Dewth Slowe Holes Tow Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 Y 50.000 Opp 6.000 5.000 E 0' 0.500 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HMLIP @ 12'11" FTE OAL End loads: - SJI NtUI>)-EQukm Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 314.000 in Design length 3035 # Minimum Shear 30.587 in Effective Depth 989 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1572 Live Defl L/ 920 SJI Defl 1031595 in-#Moment 1.000 in Chord gap 0.285 in Camber 48.000 in Interior Panel 30.500 in Left End 30.500 in Right End 6 Web Vees 13141 # SJI reaction 13141 # SJI reaction Tow Chord: 2-LL2-1/2x.212 A = 2.030 Y = 0.703 Fy = 50000 Q = 0.967 Bridg c 243" Ix= 1.219 Iy= 4.158 Rx = 0.775 Ry = 1.431 Rz = 0.493 Center: L = 24.000 P = -32939 Paz= -51834 M = 1860 No Fillers Tag end panl: L = 30.500 P = -20444 Paz= -39909 M = 5060 No Filler First point: P = -20444 Pa = -54813 M = 7864 Chord shear: V = 20200 C = -3999 fv = 8876 fc = -1970 f = 8931 Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Ix= 1.309 Iy= 4.520 RX = 0.772 Ry = 1.435 Chord shear: V = 20200 T = 18532 fv = 10269 ft = 8446 Web Ansl Lnsth Shear Force Member Area- R -- Pa Weld Center: L = 48.000 P = 33727 Pa = 65826 T 1 57.5 56.9 11809 21975 2LL1-3/4X.125 0.844 0.546~ 25313 5.9 V 1 29.8 35.2 -3447 -3972 lLL1-1/2x.109 0.315 0.2972 -5155 1.2 C 1-23.0 33.2 -9409 -10224 1LL2X2X.187 0.713 0.3942 -10275 1.8 T 18.1 38.9 7225 9184 lLL1-1/2x.109 0.315 0.2972 9454 2.8 V 2 0.0 30.6 -2993 -2993 lLL1-1/4X.109 0.261 0.2472 -4205 0.9 C 2 38.1 38.9 -5293 -6728 lLL1-3/4X.125 0.422 0.3472 -7225 1.8 T 3 38.1 38.9 3360 4271 lLL1-1/4X.109 0.261 0.2472 7819 1.3 V 3 0.0 30.6 -3021 -3021 lLL1-1/4x.109 0.261 0.2472 -4205 0.9 Q = 0.996 RZ = 0.492 f = 11103 T - AVlW - B 7.3/ 7.3 3.8/ 3.9 3.5/ 3.9 3.4/ 3.6 3.0/ 3.0 3.8/ 4.1 3.3/ 3.6 3.0,' 3.0 C 3 38.1 38.9 -3035 -385’8 lLL1-1/2~.109 0.315 0.2972 -4622 1.2 3.5/ 3.9 - Page 40 V1.71 Valley Joist West - Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T223 2 - 32LH928/543 x 26' 4.250 Special Crimped angle Parallel chord Longspan End,Lenqth Deuth Slope Holes TOU Chord Ext BCX Holdback Pitch EP/#~L Taq 6.000 5.000 Y 50.000 Opp 6.000 5.000 Y 50.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI.load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point HWLIP @ 13'0" FTE OAL 7' AX SEAT WIDTH LE SHORT BEARING 3-1/2" LE End loads: - SJI NtUr,Dead&-Wind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kiws Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 312.250 in Design length 3018 # Minimum Shear 30.692 in Effective Depth 985 in4 Ix 0 in4 Minimum Ix 27.500 in Clear Depth L/1592 Live Defl L/ 932 SJI Defl 1020563 in-#Moment 1.000 in Chord gap 0.282 in Camber 48.000 in Interior Panel 30.062 in Left End 30.062 in Right End 6 Web Vees 13074 # SJI reaction 13074 # SJI reaction TOP Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg c 245" Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Center: L = 24.000 P = -32508 Paz= -62454 M = 1838 No Fillers Tag end panl: L = 30.062 P = -20320 Paz= -48130 M = 4921 No Filler First point: P = -20320 Pa = -64125 M = 7629 Chord shear: V = 20200 C = -3711 fv = 7515 fc = -1563 f = 7556 Bot Chord: 2-L L2X2X.248 A = 1.861 Y = 0.591 Fy = 50000 Q = 1.000 Ix= 0.691 Iy= 2.905 Rx = 0.609 Ry = 1.250 Rz = 0.391 Center: L = 48.000 P = 33252 Pa = 55830 Chord shear: V = 20200 T = 18388 fv = 11852 ft = 9881 f = 12841 Page 41 V1.71 Vallev Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T223 2 - 32LH928/543 x 26' 4.250 Special Crimped angle Parallel chord Longspan 7 Web Anql Lnsth T 157.4 57.0 V 1 30.3 35.5 C 121.6 33.0 T 2 38.'0 39.0 V 2 0.0 30.7 c-2 38.0 39.0 T 3 38.0 39.0 V 3 0.0 30.7 C 5. 38.0 39.0 Shear 11758 -3413 -9394 7227 -2991 -5294 3361 -3019 -3018 Force 21826 -3953 -10100 9174 -2991 -6720 -3019 -3832 4266 Member 2LL1-3/4X.143 1LL2X2X.187 lLL1-1/2X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-3/4~.125 Area 0.960 0.315 0.713 0.315 0.261 0.422 0.261 0.261 0.315 0.543~ 0.2972 0.3942 0.2972 0.2472 0.3472 0.2472 0.2472 0.2972 -- Pa Weld 28803 5.1 -5111 1.2 -10394 1.8 9454 2.8 -4188 0.9 -7212 1.8 7819 1.3 -4188 0.9 -4610 1.2 T-AVlW-B 7.1/ 5.3 3.4/ 3.1 3.8/ 3.4 3.5/ 3.3 3.8/ 3.5 3.3/ 3.0 3.0/ 2.5 3.5/ 3.3 3.0/ 2.5 .- Page 42 V1.71 Vallev Joist West ,- Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T224 1 - 38LH945/560 x 15' 7.625 Special Crimped angle Parallel chord Longspan End Lenqth Deuth Sloue Holes TOP Chord Ext BCX Holdback Pitch Tag 6.000 5.000 45.81 Opp 6.000 5.000 E 0' 6.000 45.81 Uniform Live load 560 #/ft full length Uniform SJI load 945 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. FPL SKEW RE NS 10'1/8" TOE W2 DOWN RE T W2 DOWN RE H1 CLIP @ 7'10" FTE OAL SHORT BEARING 3-1/2" LE End loads: SJImDead-EcJL&Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 38.000 in Deep 183.625 in Design length 1808 # Minimum Shear 36.260 in Effective Depth 2438 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/18791 Live Defl L/11136 SJI Defl 498079 in-#Moment 1.000 in Chord gap 0.098 in Camber 48.000 in Interior Panel 21.906 in Left End 21.906 in Right End 4 Web Vees 8230 # SJI reaction 8230 # SJI reaction TOR Chord: 2-L L3x3x.313 Bridg c 280" Ix= 3.024 Center: L = 24.000 Tag end panl: L = 21.906 First point: Chord shear: V = 20200 Bot Chord: 2-L L3X3X.340 Ix= 3.243 Center: L = 48.000 Chord shear: V = 20200 A = 3.560 Iy= 9.659 P = -13736 P = -12766 P = -12766 c= 0 A = 3.849 Iy= 10.519 P = 10420 T = 8614 Y = 0.865 RX = 0.922 Paz= -96421 Paz= -84013 Pa = -96122 fv = 2878 Y = 0.675 RX = 0.918 Pa = 115464 fv = 3495 Fy = 50000 Ry = 1.647 M = 1853 M = 2769 M = 3909 fc = 0 Fy = 50000 Ry = 1.653 ft = 2238 Q = 1.000 RZ = 0.589 No Fillers No Filler f = 2878 Q = 1.000 RZ = 0.588 f = 3669 Valley Joist West Page 43 V1.71 - Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T224 1 - 38LH945/560 x 15' 7.625 Special Crimped angle Parallel chord Longspan Web Anql Lncrth Shear Force Member Area .R -- Pa Weld T-Av1W-B T 150.4 56.9 7129 11182 2LLlxlx.109 0.412 0.307~ 12367 3.5 8.0/ 8.0 V 131.1 42.4 -2780 -3248 lLL1-1/2x.109 0.315 0.2972 -4080 1.0 3.7) 3.9 T 2 33.5 43.5 3466 4156 lLL1-1/4x.109 0.261 0.2472 7819 1.3 3.5/ 3.8 C 1 0.0 36.3 -5404 -5404 1L L2~2X.125 0.484 0.3982 -5945 1.5 4.0/ 4.0 V 2 0.0 36.3 -2959 -2959 lLL1-1/4X.109 0.261 0.2472 -3199 0.9 3.3/ 3.3 C 2 33.5 43.5 -1808 -2168 lLL1-1/4X.109 0.261 0.2472 -2224 0.7 3.5/ 3.8 Page 44 V1.71 Vallev Joist West /L Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T225 1 - 38LH945/560 x 15' 7.625 Special Crimped angle Parallel chord Longspan ~ End Lenqth Depth Slope Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 45.813 Opp 6.000 5.000 E 0' 6.000 45.812 Uniform Live load 560 #/ft full length Uniform SJI load 945 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of 2000# may occur at any top chord panel point. An additional Dead load of 2000# may occur at any top chord panel point. TC W2 DOWN RE H1 CLIP 6' 7'10 FTE OAL SHORT BEARING 3-1/2" LE FULL SKEW RE FS 10'1/8" End loads: __ SJI-DeadWgkW Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 38.000 in Deep 183.625 in Design length 1808 # Minimum Shear 36.260 in Effective Depth 2438 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/18791 Live Defl L/11136 SJI Defl 540849 in-#Moment 1.000 in Chord gap 0.098 in Camber 48.000 in Interior Panel 21.906 in Left End 21.906 in Right End 4 Web Vees 9230 # SJI reaction 9230 # SJI reaction TOD Chord: 2-L L3x3x.313 A = 3.560 Y = 0.865 Fy = 50000 Q = 1.000 Bridg c 280" Ix= 3.024 Iy= 9.659 Rx = 0.922 Ry = 1.647 Rz = 0.589 Center: L = 24.000 P = -14916 Paz= -96421 M = 1853 No Fillers Tag end panl: L = 21.906 P = -13686 Paz= -84013 M = 2769 No Filler First point: P = -13686 Pa = -96122 M = 3909 Chord shear: V = 20200 C = 0 fv = 3283 fc = 0 f = 3283 Bot Chord: 2-L L3X3X.340 A = 3.849 Y = 0.875 Fy = 50000 Q = 1.000 Ix= 3.243 Iy= 10.519 RX = 0.918 Ry = 1.653 Rz = 0.588 Center: L = 48.000 P = 11686 Pa = 115464 Chord shear: V = 20200 T-= 9534 fv = 3868 ft = 2477 f = 4061 ,--- Valley Joist West Page 45 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T225 1 - 38LH945/560 x 15‘ 7.625 Special Crimped angle Parallel chord Longspan Web Ansl Lnsth Shear Force Member Area- R -__ Pa Weld T-AvlW-B T 1 50.4 56.9 7890 12376 2LLlxlx.109 0.412 0.307~ 12367 3.8 8.0,’ 8.0 V 1 31.1 42.4 -3784 -4421 lLL1-1/2~.125 0.359 0.2962 -4658 1.2 3.7/ 3.9 C 1 0.0 36.3 -6165 -6165 1L L2X2X.143 0.552 0.3962 -6815 1.5 4.0/ 4.0 T 2 33.5 43.5 4096 4912 lLL1-1/4~.109 0.261 0.2472 7819 1.5 3.5/ 3.8 V 2 0.0 36.3 -3965 -3965 lLL1-1/2~.109 0.315 0.2972 -5009 1.2 3.5/ 3.5 C 2 33.5 43.5 -1945 -2332 lLL1-1/2~.109 0.315 0.2972 -3898 0.7 3.7/ 4.0 .r- Valley Joist West Page 46 V1.71 - Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T226 1 - 38LH945/560 x 24' 2.750 Special Crimped angle Parallel chord Longspan End Lenqth DeDth Sloue Holes TOU Chord Ext BCX Holdback Pitch EP/#~L Taq 6.000 5,000 56 .OOO Opp 6.000 5,000 E 0' 6.000 56.000 Uniform Live load 560 #/ft full length Uniform SJI load 945 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H: .LIP @ 7'10 & 11'0 FTE OAL FEPL SKEW RE NS 10-1/8" TOE W2 DOWN RE SHORT BEARING 3-1/2" @ LE End loads: - SJINtup-da.& Left TC axial load: 0.0 .o.o 0.0 0.0 9.8 0.0 KiDs Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 38.000 in Deep 286.750 in Design length 2823 # Minimum Shear 36.260 in Effective Depth 2438 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/4934 Live Defl L/2924 SJI Defl 893824 in-#Moment 1.000 in Chord gap 0.238 in Camber 80.000 in Interior Panel 31.688 in Left End 31.688 in Right End 4 Web Vees 12291 # SJI reaction 12291 # SJI reaction TOD Chord: 2-L L3x3x.313 A = 3.560 Y = 0.865 Fy = 50000 Q = 1.000 Bridg < 280" Ix= 3.024 Iy= 9.659 Rx = 0.922 Ry = 1.647 Rz = 0.589 Center: L = 40.000 P = -24651 Paz= -86176 M = 6025 No Fillers Tag end panl: L = 31.688 P = -19242 Paz= -76096 M = 5983 No Filler First point: P = -19242 Pa = -96122 M = 7801 Chord shear: V = 20200 C = -2153 fv = 4434 fc = -605 f = 4444 Bot Chord: 2-L L3X3X.340 A = 3.849 Y = 0.875 Fy = 50000 Q = 1.000 Ix= 3.243 Iy= 10.519 Rx = 0.918 Ry = 1.653 Rz = 0.588 Center: L = 80.000 P = 24299 Pa = 115464 Chord shear: V = 20200 T = 16165 fv = 5321 ft = 4200 f = 5720 Web Anql Lnsth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 1 56.1 65.0 10855 19472 2LL1-1/2X.125 0.719 0.465~ 21563 5.2 8.71 8.7 r- V 11.6 42.6 -3577 -4200 1LL1-lj2X.125 0.359 0.2962 -4615 1.1 3.7/ 4.0 C 1 14.5 37.5 -8327 -8600 1L L2X2X.216 0.817 0.3922 -9306 1.3 4.0/ 4.1 T 2 47.8 54.0 5364 7987 lLL1-1/2x.109 0.315 0.2972 9454 2.5 4.3/ 4.8 V 2 0.0 36.3 -4273 -4273 lLL1-1/2X.109 0.315 0.2972 -5009 1.3 3.5/ 3.5 C 2 47.8 54.0 -2823 -4203 lLL1-3/4X.125 0.422 0.3472 -4622 1.1 4.5/ 5.0 Valley Joist West Page 47 V1.71 - Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T227 1 - 38LH945/560 x 24' 2.750 Special Crimped angle End Lenqth Deuth Slope Holes TOP Chord Ext BCX Holdback Pitch EP/#iL Parallel chord Longspan Tag 6.000 5.0.00 56.000 Opp 6.000 5.000 E 0' 6.000 56.000 Uniform Live load 560 #/ft full length Uniform SJI load 945 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of 2000# may occur at any top chord panel point. An additional Dead load of 2000# may occur at any top chord panel point. FU,A SKEW RE FS 10-1/8" TOE W2 DOWN RE SHORT BEARING 3-1/2" @ LE HI LIP @ 7'10 & 11'0 FTE OAL End loads: - SJI NtU13. Dead Live Eauk Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kius Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 38.000 in Deep 286.750 in Design length 2823 # Minimum Shear 36.260 in Effective Depth 2438 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/4934 Live Defl L/2924 SJI Defl 959931 in-#Moment 1.000 in Chord gap 0.238 in Camber 80.000 in Interior Panel 31.688 in Left End 31.688 in Right End 4 Web Vees 13291 # SJI reaction 13291 # SJI reaction TOD Chord: 2-L L3x3x.313 A = 3.560 Y = 0.865 Fy = 50000 Q = 1.000 Bridg c 280" Ix= 3.024 Iy= 9.659 Rx = 0.922 Ry = 1.647 Rz = 0.589 Center: L = 40.000 P = -26474 Paz= -86176 M = 6025 No Fillers Tag end panl: L = 31.688 P = -20450 Paz= -76096 M = 5983 No Filler First point: P = -20450 Pa = -96122 -M = 7801 Chord shear: V = 20200 C = -2354 fv = 4849 fc = -661 f = 4860 Bot Chord: 2-L L3X3X.340 IX= 3.243 Center: L = 80.000 Chord shear: V = 20200 Web Anql Lnqth shear^ Force T 156.1 65.0 11666~ 20928 V .-\,1.6 42.6 -4582 -5381 C 1 14.5 37.5 -9106 -9405 T 2 47.8 54.0 6004 8940 V 2 0.0 36.3 -5282 -5282 C 2 47.8 54.0 -2823 -4203 A = 3.849 Y = 0.875 Fy = 50000 Iy= 10.519 RX = 0.918 Ry = 1.653 T = 17374 fv = 5719 ft = 4514 P = 26277 Pa = 115464 Member Area- R -- Pa Weld 2LL1-1/2X.125 0.719 0.465~ 21563 5.6 1LL1-3j4x.125 0.422 0.3472 -6637 1.4 lLL1-1/2x.109 0.315 0.2972 9454 2.8 1L L2X2X.248 0.930 0.3912 -10528 1.3 lLL1-1/2X.125 0.359 0.2962 -5848 1.4 1LL1-3/4X.125 0.422 0.3472 -4622 1.1 Q = 1.000 Rz = 0.588 f = 6148 T - AVl W - B 8.7/ 8.7 3.9/ 4.2 4.0/ 4.1 4.3/ 4.8 3.5/ 3.5 4.5/ 5.0 Valley Joist West Page 48 V1.71 - Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T228 1 - 38LH940/539 x 32' 5.375 Special Crimped angle Parallel chord Longspan End Lensth DeRth Slope Holes TOR Chord Ext BCX Holdback Pitch EP/#~L Tag 6.000 5.000 90.000 Opp 6.000 5.000 90.000 Uniform Live load 539 #/ft full length Uniform SJI load 940 #/ft full length Uniform Dead load 401 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. sr .T BEARING 3-1/21* LE Hl-CLIP @ 11'0" & 22'0" FTE OAL MAX SEAT WIDTH 6" @ RE End loads: __ SJI Dead Live Eauk Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 38.000 in Deep 385.375 in Design length 3773 # Minimum Shear 36.145 in Effective Depth 2475 in4 Ix 0 in4 Minimum Ix 31.500 in Clear Depth L/2145 Live Defl L/1230 SJI Defl 1550542 in-#Moment 1.000 in Chord gap 0.430 in Camber 80.000 in Interior Panel 56.344 in Left End 56.344 in Right End 4 Web Vees 16094 # SJI reaction 16094 # SJI reaction Tor, Chord: 2-LL3-1/2x.344 A = 4.579 Y = 1.002 Fy = 50000 Q = 1.000 Bridg c 314" Ix= 5.323 Iy= 15.651 Rx = 1.078 Ry = 1.849 Rz = 0.688 Center: L = 40.000 P = -41050 Paz=-115945 M = 5531 No Fillers Tag end panl: L = 56.344 P = -34049 Paz= -76818 M = 17387 No Filler First point: P = -34049 Pa =-123642 M = 27395 Chord shear: V = 20200 C = -6271 fv = 3813 fc = -1369 f = 3874 Bot Chord: 2-L L3x3x.281 IX= 2.756 Center: L = 80.000 Chord shear: V = 20200 - Web Anql Lnqth Shear Force T 1 67.7 95.1 13659 35950 V 11.2 48.0 -5542 -7367 c 1 34.3 43.8 -9181 -11118 T 2 47.9 53.9 5304 7911 V 2 0.0 36.1 -4339 -4339 C 2 47.9 53.9 -3773 -5628 A = 3.214 Y = 0.854 Fy = 50000 Iy= 8.645 RX = 0.926 Ry = 1.640 T = 33254 fv = 8101 ft = 10346 Member Area- R -- Pa Weld 2L L2x2x.156 1.199 0.622~ 35980 7.8 lLL2-1/2~.212 1.015 0.4932 -13354 1.8 lLL1-1/2~.109 0.315 0.2972 -5025 1.3 P = 42898 Pa = 96422 1L L2X2X.125 0.484 0.3982 -7455 2.0 lLL1-1/2x.109 0.315 0.2972 9454 2.4 1L L2X2X.125 0.484 0.3982 -6590 1.5 Q = 1.000 RZ = 0.591 f = 9612 T - AVl W - B 13.6/11.3 4.5/ 4.9 4.7/ 5.0 4.3/ 4.8 3.5/ 3.5 4.8/ 5.3 Vallev Joist West Page 49 vi.71 - Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T229 1 - 38LH940/539 x 32' 5.375 Special Crimped angle - End Lenqth Depth Slolse, Holes Top Chord Ext BCX Holdback Pitch EP/#lL Parallel chord Longspan Tag 6.000 5.000 90.000 Opp 6.000 5.000 90.000 Uniform Live load 539 #/ft full length Uniform SJI load 940 #/ft full length Uniform Dead load 401 #/ft full length An additional SJI load of 2000# may occur at any top chord panel point. An additional Dead load of 2000# may occur at any top chord panel point. Hl-CLIP @ 11'0" & 22'0" FTE OAL, SI' T BEARING 3-1/2" LE MAX SEAT WIDTH 6" @ RE End loads: __ S JI Left TC axial load: 0.0 Right TC axial load: 0.0 38.000 in Deep 36.145 in Effective Depth 31.500 in Clear Depth 80.000 in Interior Panel 1646886 in-#Moment 4 Web Vees NtUpDeadLiveEcruku 0.0 0.0 0.0 9.8 0.0 KiDS 0.0 0.0 0.0 9.8 0.0 KibS 385.375 in Design length 3773 # Minimum Shear 2475 in4 Ix 0 in4 Minimum Ix L/2145 Live Defl L/1230 SJI Defl 1.000 in Chord gap 0.430 in Camber 56.344 in Left End 56.344 in Right End 17094 # SJI reaction 17094 # SJI reaction Top Chord: 2-LL3-1/2x.344 A = 4.579 Y = 1.002 Fy = 50000 Q = 1.000 Bridg c 314" Ix= 5.323 Iy= 15.651 Rx = 1.078 Ry = 1.849 Rz = 0.688 Center: L = 40.000 P = -43600 PazA-115945 M = 5531 No Fillers Tag end panl: L = 56.344 P = -35927 Paz= -76818 M = 17387 No Filler First point: P = -35927 Pa =-123642 M = 27395 Chord shear: V = 20200 C = -6754 fv = 4107 fc = -1475 f = 4172 Bot Chord: 2-L L3x3x.281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 Ix= 2.756 Iy= 8.645 RX = 0.926 Ry = 1.640 RZ = 0.591 Center: L = 80.000 P = 45564 Pa = 96422 Chord shear: V = 20200 T = 35133 fv = 8559 ft = 10931 f = 10155 Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 1 67.7 95.1 14430 37981 2LL2x2x.176 1.346 0.619~ 40381 7.3 13.6/11.3 V T- 1.2 48.0 -6549 -8705 1L LZx2x.143 0.552 0.3962 -8793 2.0 4.5/ 4.9 C 134.3 43.8 -9889 -11975 lLL2-1/2x.212 1.015 0.4932 -13354 1.9 4.7/ 5.0 T 2 47.9 53.9 5908 8811 lLL1-1/2~.109 0.315 0.2972 9454 2.7 4.3/ 4.8 V 2 0.0 36.1 -5351 -5351 1LL1-1/2X.125 0.359 0.2962 -5870 1.4 3.5/ 3.5 C 2 47.9 53.9 -3773 -5628 1L LZX2X.125 0.484 0.3982 -6590 1.5 4.8/ 5.3 Page 50 V1.71 Vallev Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T230 3 - 38LH972/555 x 33' 0.625 Special Crimped angle - End Lensth Depth SloDe Holes Tor, Chord Ext BCX Holdback Pitch EP/#iL Tag 6.000 5.000 90.000 Opp 6.000 5.000 E 0' 0.500 90.000 Parallel chord Longspan Uniform Live load 555 #/ft full length Uniform SJI load 972 #/ft full length Uniform Dead load 417 #/ft full length An additional SJI load of 2000# may occur at any top chord panel point. An additional Dead load of 2000# may occur at any top chord panel point. Hl_CLIP @ 11'0 & 22'0" FTE OAL S€ T BEARING 3-1/2" LE End loads: SJI Dead Live Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 38.000 in Deep 392.625 in Design length 3975 # Minimum Shear 36.154 in Effective Depth 2426 in4 Ix 0 in4 Minimum Ix 31.500 in Clear Depth L/1930 Live Defl L/1102 SJI Defl 1757126 in-#Moment 1.000 in Chord gap 0.446 in Camber 80.000 in Interior Panel 58.156 in Left End 58.156 in Right End 4 Web Vees 17901 # SJI reaction 17,901 # SJI reaction Tor, Chord: 2-LL3-1/2x.287 A = 3.853 Y = 0.981 Fy = 50000 Q = 0.955 Bridg c 312" Ix= 4.545 Iy= 12.998 Rx = 1.086 Ry = 1.837 Rz = 0.691 Center: L = 40.000 P = -46584 Paz= -93761 M = 3529 No Fillers Tag end panl: L = 58.156 P = -37334 Paz= -61480 M = 19127 No Filler First point: P = -37334 Pa =-lo4038 M = 30235 Chord shear: V = 20200 C = -8021 fv = 5098 fc = -2082 f = 5204 Bot Chord: 2-L L3x3x.313 A = 3.560 Y = 0.865 IX= 3.024 Iy= 9.659 Rx = 0.922 Center: L = 80.000 P = 48602 Pa = 106802 Chord shear: V = 20200 T = 36749 fv = 8039 T 1 67.7 95.1 15098 39729 2LL2x2x.176 1.346 0.619~ V 1 39.5 46.9 -6855 -8888 1L L2x2x.143 0.552 0.3962 Web Ansl Lncrth Shear Force Member Area- R C ?'-- 8.1 45.9-10243 -13010 lLL2-1/2X.230 1.097 0.4922 T 2 -47.9 53.9 6064 9043 lLL1-1/2X.109 0.315 0.2972 V 2 0.0 36.2 -5473 -5473 1LL1-1/2X.125 0.359 0.2962 C 2 47.9 53.9 -3975 -5929 1L L2~2x.125 0.484 0.3982 Fy = 50000 Ry = 1.647 ft = 10322 -- Pa Weld 40381 7.6 -9008 2.1 -13085 1.9 9454 2.8 -5868 1.5 -6589 1.6 Q = 1.000 RZ = 0.589 f = 9553 T - AVl W - B 13.9/11.1 4.4/ 4.8 4.8/ 5.1 4.3/ 4.8 3.5/ 3.5 4.8/ 5.3 Page 51 V1.71 Valley Joist West - Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 Po# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T231 2 - 40LH868/483 x 45' 5.000 Special Crimped angle Parallel chord Longspan End Lenuth Slope Holes Tou Chord Ext BCX Holdback Pitch EP/#lL Tau 6.000 5.000 90.000 Opp 6.000 5.000 Y 90.000 Uniform Live load 483 #/ft full length Uniform SJI load 868 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of 1000# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HlXLIP @ 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL 7" im SEAT WIDTH @ RE st r BEARING 3-1/2" ra BE End loads: SJI-mLiveaWind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 541.000 in Design length 4892 # Minimum Shear 37.871 in Effective Depth 3480 in4 Ix 0 in4 Minimum Ix 32.500 in Clear Depth L/1216 Live Defl L/ 677 SJI Defl 2781574 in-#Moment 1.000 in Chord gap 0.847 in Camber 80.000 in Interior Panel 55.250 in Left End 55.250 in Right End 6 Web Vees 20566 # SJI reaction 20566 # SJI reaction TOD Chord: 2-L L4x4x.375 A = 5.719 Y = 1.138 Fy = 50000 Q = 1.000 Bridg c 349" Ix= 8.717 Iy= 24.067 Rx = 1.235 Ry = 2.051 Rz = 0.788 Center: L = 40.000 P = -71842 Paz=-149242 M = 4841 No Fillers Tag end panl: L = 55.250 P = -42768 Paz=-107619 M = 15452 No Filler First point: P = -42768 Pa =-154406 M = 24297 Chord shear: V = 20200 C = -8536 fv = 4789 fc = -1493 f = 4847 Bot Chord: 2-LL3-1/2x.313 A = 4.186 Y = 0.991 Fy = 50000 Q = 0.987 Ix= 4.904 Iy= 14.205 Rx = 1.082 Ry = 1.842 RZ = 0.690 Center: L = 80.000 P = 73448 Pa = 125582 Chord shear: V = 20200 T = 42768 fv = 8400 ft = 10217 f = 9832 L Page 52 V1.71 Valley Joist West r Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T231 2 - 40LH868/483 x 45' 5.000 Special Crimped angle Parallel chord Longspan Web Anql Lnqth Shear T 1 66.7 95.8 18405 V 1 40.9 50.1 -5158 C 130.7 44.1-14367 T 2 46.6 55.1 10848 v 2 0.0 37.9 -4188 C 2 46.6 55.1 -7881 T 3 46.6 55.1 4914 V 3 0.0 37.9 -4253 C 3 46.6 55.1 -4892 - Force Member Area 46560 2L L2x2x.216 1.635 -6819 1L L2~2X.125 0.484 -16712 2LL1-3/4X.125 0.844 15779 1L L2x2x.143 0.552 -4188 lLL1-1/2~.109 0.315 -11463 1L L2X2X.248 0.930 7147 lLL1-1/4x.109 0.261 -7115 1L L2X2X.143 0.552 -4253 lLL1-1/2~.109 0.315 R 0.3982 0.3962 0.2972 0.3912 0.2472 0.2972 0.3962 - 0.613~ 0.546~ -- Pa Weld 49041 7.3 -7164 1.8 -17182 4.5 16547 3.7 -4773 1.3 -12451 1.6 7819 2.2 -4773 1.3 -7424 1.7 T - AVl W - B 15.6/13.3 4.41 4.8 8.9/ 7.9 4.7/ 5.2 3.5/ 3.5 4.7/ 5.2 3.9/ 4.4 3.5/ 3.5 4.7/ 5.2 Vallev Joist West Page 53 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T232 1 - 40LH882/489 x 45' 5.000 Special Crimped angle - End Le,nsth Depth Slowe Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 90.000 Opp 6.000 5.000 Y 90.000 Parallel chord Longspan Uniform Live load 489 #/ft full length Uniform SJI load 882 #/ft full length Uniform Dead load 393 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of 1000# may occur at any top chord panel point. HL-LIP @ 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL SF. .r BEARING 3-1/2" @ BE 7" MAX SEAT WIDTH @ RE End loads: __ SJI Dead Live Eguk Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 541.000 in Design length 4970 # Minimum Shear 37.701 in Effective Depth 4381 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/1512 Live Defl L/ 838 SJI Defl 2824257 in-#Moment 1.000 in Chord gap 0.847 in Camber 80.000 in Interior Panel 55.250 in Left End 55.250 in Right End 6 Web Vees 20882 # SJI reaction 20882 # SJI reaction Tor, Chord: 2-L L4x4x.375 A = 5.719 Y = 1.138 Fy = 50000 Q = 1.000 Bridg c 349" Ix= 8.717 Iy= 24.067 Rx = 1.235 Ry = 2.051 Rz = 0.788 Center: L = 40,000 P = -73275 Paz=-149242 M = 4919 No Fillers Tag end panl: L = 55.250 P = -43623 Paz=-107619 M = 15701 No Filler First point: P = -43623 Pa =-154406 M = 24689 Chord shear: V = 20200 C = -8705 fv = 4862 fc = -1522 f = 4921 Bot Chord: 2-L L4x4x.438 A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Ix= 9.957 Iy= 28.235 RX = 1.226 Ry 2.065 RZ = 0.785 Center: L = 80.000 P = 74913 Pa = 198729 Chord shear: V = 20200 T = 43623 fv = 5334 ft = 6585 f = 6268 Valley Joist West Page 54 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T232 1 - 40LH882/489 x 45' 5.000 Special Crimped angle Parallel chord Longspan Web Ansl T 1 66.8 V 141.0 C 1 30.8 T 2 46.7 v 2 0.0 C 2 46.7 T 3 46.7 v 3 0.0 C 46.7 Lnsth Shear 95.7 18689 49.9 -5226 43.9-14586 55.0 11012 37.7 -4241 55.0 -7998 55.0 4984 37.7 -4306 55.0 -4970 Force Member Area- R -- Pa Weld T-AvlW-B 47457 2L L2x2x.216 1.635 0.613~ 49041 7.4 15.6/15.6 -6922 1L L2X2X.125 0.484 0.3982 -7183 1.9 4.4/ 4.8 -16986 2LL1-3/4X.125 0.844 0.546~ -17208 4.6 8.9/ 8.9 16055 1L L2x2x.143 0.552 0.3962 16547 3.8 4.71 5.2 -4241 lLL1-1/2x.109 0.315 0.2972 -4798 1.3 3.5/ 3.5 -11661 1L L2X2X.248 0.930 0.3912 -12502 1.6 4.7/ 5.2 7266 lLL1-1/4X.109 0.261 0.2472 7819 2.2 3.9/ 4.4 -4306 lLL1-1/2X.109 0.315 0.2972 -4798 1.3 3.51 3.5 -7247 1L L2X2X.143 0.552 0.3962 -7447 1.7 4.71 5.2 Vallev Joist West Page 55 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 ,-- Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T233 7 - 40LH868/483 x 45' 9.250 Special Crimped angle Parallel chord Longspan - End Lenath DeWch SloDe Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 90.000 Opp 6.000 5.000 90.000 Uniform Live load 483 #/ft full length Uniform SJI load 868 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H.VLIP 13' 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL S.F. .,T BEARING 3-1/2" @ LE End loads: SJImDeaduEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 545.250 in Design length 4930 # Minimum Shear 38.196 in Effective Depth 3397 in4 Ix 0 in4 Minimum Ix 34.000 in Clear Depth L/1159 Live Defl L/ 645 SJI Defl 2824378 in-#Moment 1.000 in Chord gap 0.860 in Camber 80.000 in Interior Panel 56.312 in Left End 56.312 in Right End 6 Web Vees 20720 # SJI reaction 20720 # SJI reaction TOD Chord: 2-L L3X3X.416 A = 4.646 Y = 0.902 Fy = 50000 Q = 1.000 Bridg c 284" Ix= 3.831 Iy= 12.965 Rx = 0.908 Ry = 1.670 Rz = 0.585 Center: L = 40.000 P = -72353 Pax=-112228 M = 4720 2 Fillers Tag end panl: L = 56.312 P = -42673 Paz= -65136 M = 16036 No Filler First point: P = -42673 Pa =-125439 M = 25272 Chord shear: V = 20200 C = -9286 fv = 5771 fc = -1999 f = 5856 Bot Chord: 2-L L3X3X.416 A = 4.646 Y = 0.902 Fy = 50000 Q = 1.000 Ix= 3.831 Iy= 12.965 RX = 0.908 Ry = 1.670 RZ = 0.585 Center: L = 80.000 P = 73945 Pa = 139377 Chord shear: V = 20200 T = 42673 fv = 7421 ft = 9185 f = 8727 Valley Joist West Page 56 ~1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T233 7 - 40LH868/483 x 45’ 9.250 Special Crimped angle Parallel chord Longspan Web T1 v1 c1 T2 v2 c2 T3 v3 c- Ansl 66.5 39.7 32.8 46.3 0.0 46.3 46.3 0.0 46.3 Lnqth Shear 95.9 18522 49.6 -5237 45.4-14403 55.3 10847 38.2 -4191 55.3 -7880 55.3 .4930 38.2 -4255 55.3 -4930 Force Member Area- R 46519 2L L2x2x.216 1.635 0.613~ -6805 1L L2x2x.125 0.484 0.3982 -17137 2LL1-3/4X.143 0.960 0.543X 15706 1LL1-3/4X.155 0.518 0.3452 -11410 1L L2X2X.248 0.930 0.3912 7139 lLL1-1/4x.109 0.261 0.2472 -4255 lLL1-1/2X.109 0.315 0.2972 -4191 lLL1-1/2~.109 0.315 0.2972 -7139 1L L2x2x.143 0.552 0.3962 -- Pa Weld 49041 7.3 -7228 1.8 -20127 4.0 15554 3.4 -4725 1.3 -12355 1.5 7819 2.2 -4725 1.3 -7378 1.7 T - AVl W - B 10.2/10.2 4.4/ 4.8 4.4/ 4.9 3.5/ 3.5 4.7/ 5.2 3.9/ 4.4 3.5/ 3.5 4.7/ 5.2 6.6/ 6.6 i- Vallev Joist West Page 57 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 ' 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T234 2 - 40LH896/496 x 45' 9.250 Special Crimped angle Parallel chord Longspan End Lenqth Dewth Slowe Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tau 6.000 5.000 90.000 Opp 6.000 5.000 90.000 Uniform Live load 496 #/ft full length Uniform SJI load 896 #/ft full length Uniform Dead load 400 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. Hl-LIP @I 15'3" FTE OAL TYPE 2 CLIP @I 30'6" FTE OAL Sh .f BEARING 3-1/2" @ LE End loads: SJINtUpDeadLiveu&Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 545.250 in Design length 5089 # Minimum Shear 37.701 in Effective Depth 4381 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/1456 Live Defl L/ 806 SJI Defl 2911090 in-#Moment 1.000 in Chord gap 0.860 in Camber 80.000 in Interior Panel 56.312 in Left End 56.312 in Right End 6 Web Vees 21356 # SJI reaction 21356 # SJI reaction Top Chord: 2-L L4x4x.375 A = 5.719 Y = 1.138 Fy = 50000 Q = 1.000 Bridg c 349" Ix= 8.717 Iy= 24.067 Rx = 1.235 Ry = 2.051 Rz = 0.788 Center: L = 40.000 P = -75554 Paz=-149242 M = 4872 No Fillers Tag end panl: L = 56.312 P = -44565 Paz=-106324 M = 16553 No Filler First point: P = -44565 Pa =-154406 M = 26087 Chord shear: V = 20200 C = -9695 fv = 4947 fc = -1695 f = 5020 Bot Chord: 2-L L4x4x.438 A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Ix= 9.957 Iy= 28.235 Rx = 1.226 Ry = 2.065 RZ = 0.785 Center: L = 80.000 P = 77216 Pa = 198729 Chord shear: V = 20200 T = 44565 fv = 5449 ft = 6727 f = 6403 Vallev Joist West Page 58 V1.71 ,- Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T234 2 - 40LH896/496 x 45' 9.250 Special Crimped angle Parallel chord Longspan Web Ansl Lnsth T 166.8 95.7 49.2 V 140.0 c 1 33.2 T 2 46.7 v 2 0.0 C 2 46.7 T 3 46.7 v 3 0.0 C*- 46.7 45.0- 55.0 37.7 55.0 55.0 37.7 55.0 Shear 19092 -5375 14842 11173 -4298 -8113 5089 -4364 -5089 Force 48482 -7022 -17728 16291 -4298 -11829 7420 -4364 -7420 Member 2L L2x2x.216 1L L2X2X.125 2LL1-3/4X.143 1L L2X2X.143 1~~1-1/2~.109 1L L2X2X.248 lLL1-1/4X.109 1~~1-1/2~.109 1L L2X2X.143 Area 1.635 0.484 0.960 0.552 0.315 0.930 0.261 0.315 0.552 0.613~ 0.3982 0.543~ 0.3962 0.2972 0.3912 0.2472 0.2972 0.3962 -- Pa Weld T-AvlW-B 49041 7.6 15.6/15.6 -7283 1.9 4.4/ 4.8 -20222 4.2 9.0/ 9.0 -4798 1.3 3.5/ 3.5 -4798 1.3 3.5/ 3.5 -7447 1.7 4.7/ 5.2 16547 3.8 4.7/ 5.2 -12502 1.6 4.7/ 5.2 7819 2.3 3.9/ 4.4 Page 59 V1.71 Vallev Joist West .- Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T235 1 - 40LH896/496 x 45' 9.250 Special Crimped angle - End Lencrth Dewth SLope Holes Tow Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 90.000 Opp 6.000 5.000 90.000 Parallel chord Longspan Uniform Live load 496 #/ft full length Uniform SJI load 896 #/ft full length Uniform Dead load 400 #/ft full length An additional SJI load of 2000# may occur at any top chord panel point. An additional Dead load of 2000# may occur at any top chord panel point. Hlr--LIP @ 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL SEA .T BEARING 3-1/2" @ LE End loads: - SJI WDead-EaukWind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 545.250 in Design length 5089 # Minimum Shear 37.701 in Effective Depth 4381 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/1456 Live Defl L/ 806 SJI Defl 30474 02 in-#Moment 1.000 in Chord gap 0.860 in Camber 80.000 in Interior Panel 56.312 in Left End 56.312 in Right End 6 Web Vees 22356 # SJI reaction 22356 # SJI reaction Tow Chord: 2-L L4x4x.375 A = 5.719 Y = 1.138 Fy = 50000 Q = 1.000 Bridg c 349" Ix= 8.717 Iy= 24.067 Rx = 1.235 Ry = 2.051 Rz = 0.788 Center: L = 40.000 P = -79092 Paz=-149242 M = 4872 No Fillers Tag end panl: L = 56.312 P = -46522 Paz=-106324 M = 16553 No Filler First point: P = -46522 Pa =-154406 M = 26087 Chord shear: V = 20200 C = -10213 fv = 5212 fc = -1786 f = 5288 Bot Chord: 2-L ~4x4x.438 A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Ix= 9.957 Iy= 28.235 RX = 1.226 Ry t 2.065 Rz = 0.785 Center: L = 80.000 P = 80832 Pa = 198729 Chord shear: V = 20200 T = 46522 fv = 5688 ft = 7023 f = 6685 Vallev Joist West Page 60 V1.77 ,-- Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T235 1 - 40LH896/496 x 45' 9.250 Special Crimped angle Parallel chord Longspan Web Ansl Lnsth Shear T 166.8 95.7 19931 V 140.0 49.2 -6383 C 133.2 45.0-15636 T 2 46.7 55.0 11893 V 2 0.0 37.7 -5313 C 2 46.7 55.0 -8760 T 3 46.7 55.0 5627 V 3 0.0 37.7 -5382 C+ 46.7 55.0 -5089 Force Member Area- R 50612 2L L2X2X.248 1.861 0.609~ -8338 1L L2x2x.143 0.552 0.3962 17340 1L L2x2x.156 0.600 0.3962 -18676 2LL1-3/4X.143 0.960 0.543X -5313 lLL1-1/2X.125 0.359 0.2962 -12772 1LL2-1/2X.212 1.015 0.4932 8204 lLL1-1/2X.109 0.315 0.2972 -5382 lLL1-1/2~.125 0.359 0.2962 -7420 1L L2x2x.143 0.552 0.3962 -- Pa Weld 55830 6.9 -8568 2.0 -20222 4.4 17990 3.7 -5579 1.4 -18238 2.0 9454 2.5 -5579 1.4 -7447 1.7 T - AVl W - B 15.6/15.6 4.4j 4.8 9.0/ 9.0 4.7/ 5.2 3.5/ 3.5 3.5/ 3.5 4.7/ 5.2 5.2/ 5.7 4.2/ 4.7 Valley Joist West Page 61 V1.71 Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 F- Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T236 1 - 40LH896/496 x 45' 9.250 Special Crimped angle - End Lenqth Depth Slolse Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Parallel chord Longspan Tag 6.000 5.000 90.000 Opp 6.000 5.000 90.000 Uniform Live load 496 #/ft full length Uniform SJI load 896 #/ft full length Uniform Dead load 400 #/ft full length An additional SJI load of 2000# may occur at any top chord panel point. An additional Dead load of 2000# may occur at any top chord panel point. Hl-LIP @ 11'10" & 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL S€. T BEARING 3-1/2" @ LE End loads: SJImDeadLiveEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 545.250 in Design length 5089 # Minimum Shear 37.701 in Effective Depth 4381 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/1456 Live Defl L/ 806 SJI Defl 3047402 in-#Moment 1.000 in Chord gap 0.860 in Camber 80.000 in Interior Panel 56.312 in Left End 56.312 in Right End 6 Web Vees 22356 # SJI reaction 22356 # SJI reaction TOR Chord: 2-L L4x4x.375 A = 5.719 Y = 1.138 Fy = 50000 Q = 1.000 Bridg c 349" Ix= 8.717 Iy= 24.067 Rx = 1.235 Ry = 2.051 . Rz = 0.788 Center: L = 40.000 P = -79092 Paz=-149242 M = 4872 No Fillers Tag end panl: L = 56.312 P = -46522 Paz=-106324 M = 16553 No Filler First point: P = -46522 Pa =-154406 M = 26087 Chord shear: V = 20200 C = -10213 fv = 5212 fc = -1786 f = 5288 Bot Chord: 2-L L4x4x.438 A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Ix= 9.957 Iy= 28.235 RX = 1.226 Ry = 2.065 RZ = 0.785 Center: L = 80.000 P = 80832 Pa = 198729 Chord shear: V = 20200 T = 46522 fv = 5688 ft = 7023 f = 6685 Page 62 V1.71 Vallev Joist West Job #ON02915 - 02 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR BLUE T236 1 - 40LH896/496 x 45' 9.250 Special Crimped angle Parallel chord Longspan Web Anql T 1 66.8 V 140.0 C.1 33.2 T 2 46.7 v 2 0.0 C 2 46.7 T 3 46.7 v 3 0.0 C 46.7 Lnqth 95.7 49.2 45.0- 55.0 37.7 55.0 55.0 37.7 55.0 Shear 19931 -6383 15636 11893 -5313 -8760 5627 -5382 -5089 Force Member Area- R 50612 2L L2X2X.248 1.861 0.609~ -8338 1L L2X2X.143 0.552 0.3962 -18676 2LL1-3/4X.143 0.960 0.543~ 17340 1L L2x2x.156 0.600 0.3962 -5313 lLL1-1/2X.125 0.359 0.2962 -12772 lLL2-1/2X.212 1.015 0.4932 8204 lLL1-1/2x.109 0.315 0.2972 -5382 1LL1-1/2X.125 0.359 0.2962 -7420 1L L2X2X.143 0.552 0.3962 -__ Pa Weld 55830 6.9 -8568 2.0 -20222 4.4 17990 3.7 -5579 1.4 -18238 2.0 9454 2.5 -5579 1.4 -7447 1.7 T -AV1W- B 15.6/15.6 9.0/ 9.0 4.4/ 4.8 4.7/ 5.2 5.2,' 5.7 3.5/ 3.5 4.2/ 4.7 3.5/ 3.5 4.7/ 5.2 Vallev Joist West Page 1 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 7 Customer: JD2. INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN G301 1 - 20G2N53/29.15 x 13' 4.750 Special Crimped angle End Lensth DeDth SloDe Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Parallel chord Girder Tag 6.000 6.000 Y E 0' 0.500 2 0' 4.750 81.875 Opp 6.000 6.00.0 2 0' 1.500 78.875 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load SDacinq Location Point 53000 6'9-7/8 689-7/8 U4 S JI 23850 6'9-7/8 U4 Dead 6'9-7/8 U4 Live r 29150 6 I6-7/8 KEEP CLEAR FOR KNIFE PLATE 7" @ LE TC HOLES 7/8" X 5" GAUGE LE @ 1-3/4" End loads: SJII&adadUkW Left TC axial load: 0.0 0.0 0.0 0.0 23.5 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 23.5 0.0 Kips 20.000 in Deep 156.750 in Design length 6625 # Minimum Shear 17.708 in Effective Depth 902 in4 Ix 0 in4 Minimum Ix 12.000 in Clear Depth L/1754 Live Defl L/ 965 SJI Defl 2115350 in-#Moment 1.000 in Chord gap 0.071 in Camber 40.188 in Interior Panel 18.469 in Left End 17.719 in Right End 4 Web Vees 26993 # SJI reaction 28007 # SJI reaction Tor, Chord: 2-L L4x4x.500 A = 7.500 Y = 1.183 Fy = 50000 Q = 1.000 Center: L = 20.469 P = -89982 Paz=-207104 M = 0 No Fillers Ix= 11.123 Iy= 32.375 Rx = 1.218 Ry = 2.078 Rz = 0.782 Bot Chord: 2-L L4X4X.293 A = 4.516 Y = 1.108 Fy = 50000 IX= 7.014 Iy= 18.699 Rx = 1.246 Ry = 2.035 Center: L = 40.188 P = 119456 Pa = 135489 Chord shear: V = 20200 T = 45405 fv = 11434 ft = 10054 Web Ansl Lnclth Shear Force Member Area- R _- Pa Weld T 159.4 34.8 26801 52725 2L L2x2x.248 1.861 0.609~ 55830 7.2 V& 33.1 21.1 -1000 -1193 lLLlxlx.109 0.206 0.1962 -2653 0.4 C 26.8 19.8-26744 -29958 2L L2~2x.156 1.199 0.622~ -30323 6.5 V 2 0.0 17.7 -1000 -1000 1LLlxlx.109 0.206 0.1962 -3479 0.3 C 2 49.1 27.1-26483 -40478 2L L2x2x.216 1.635 0.613X -41260 6.3 TZ 49.1 27.1 26614 40677 2LL2x2x.176 1.346 0.619~ 40381 7.8 Q = 0.908 Rz = 0.792 f = 12490 T - AVl W - B 12.2/12.2 3.2/ 3.5 8.6/ 8.6 10.1/10.1 3.0/ 3.0 10.1/10.1 Vallev Joist West Page 2 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN G302 1 - 28G4N24.6/13.53 x 27'11.500 Special Crimped angle Parallel chord Girder End Lensth Devth Slope Holes TOV Chord Ext BCX Holdback Pitch EP/#lL 83.750 Tag 6.000 6.000 Y 2 0' 4.750 Opp 6.000 6.000 Y 2 0' 4.750 83.750 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Spacinq Location Point a 24600 6'11-3/4 6111-3/4 U4 S JI - 11070 6'11-3/4 U4 Dead 13530 6'11-3/4 U4 Live 24600 7'0 13'11-3/4 U8 S JI 11070 13'11-3/4 U8 Dead 13530 13'11-3/4 U8 Live 24600 7'0 20'11-3/4 U12 SJI 11070 2Ot11-3/4 U12 Dead 20'11-3/4 U12 Live 6'11-3/4 TC HOLES 7/8" X 5" GAUGE BE @ 1-3/4" KEEP CLEAR FOR KNIFE PLATE 7" @ BE End loads: __ SJI NtUpmUmWind Left TC axial load: 0.0 0.0 0.0 0.0 27.6 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 27.6 0.0 Kips 28.000 in Deep 331.500 in Design length 9225 # Minimum Shear 25.701 in Effective Depth 2046 in4 Ix 0 in4 Minimum Ix 20.000 in Clear Depth L/ 812 Live Defl L/ 446 SJI Defl 4132650 in-#Moment 1.000 in Chord gap 0.318 in Camber 42.000 in Interior Panel 18.937 in Left End 18.937 in Right End 8 Web Vees 37900 # SJI reaction 37900 # SJI reaction Tov Chord: 2-L L4x4x.438 A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Center: L = 21.000 P =-150698 Paz=-182457 M = 0 No Fillers Chord shear: V = 20200 C = -5696 fv = 10782 fc = -860 f = 10790 Ix= 9.957 Iy= 28.235 Rx = 1.226 Ry = 2.065 Rz = 0.785 Bot Chord: 2-L L4x4x.375 A = 5.719 Y = 1.138 Fy = 50000 Q = 1.000 Ix= 8.717 Iy= 24.067 RX = 1.235 Ry = 2.051 RZ = 0.788 Center: L = 42.000 P~ = 160800 Pa = 171563 Chord shear: V = 20200 T = 52936 fv = 12597 ft'= 9257 f = 13420 Vallev Joist West Page 3 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN G302 1 - 28G4N24.6/13.53 x 27'11.500 Special Crimped angle Parallel chord Girder web T1 VI. c1 T2 v2 c2 T3 v3 e- l. v4 c4 Anql Lnqth Shear 54.5 44.2 37791 33.6 30.8 -1000 8.6 26.0-37780 39.2 33.1 37717 0.0 25.7 -1000 39.2 33.1-37653 39.3 33.2 12990 0.0 25.7 -1000 39.3 33.2-12927 39.3 33.2 12863 0.0 25.7 -1000 39.3 33.2-12800 Force Member Area- R 65042 2LL2-1/2X.230 2.194 0.772~ -1200 lLLlxlx.109 0.206 0.1962 -38207 2L L2X2X.216 48648 2L L2x2x.216 -1000 1LLlXlX.lO9 -48567 2LL2-1/2X.212 16775 1L L2x2x.156 -1000 1LLlXlX.lO9 -16693 1L L2X2X.248 16611 1L L2x2x.143 -1000 1LLlXlX.lO9 -16530 1L L2X2X.248 1.635 0.613~ 1.635 0.613~ 0.206 0.1962 2.030 0.775~ 0.600 0.3962 0.206 0.1962 0.930 0.3912 0.552 0.3962 0.206 0.1962 0.930 0.3912 Pa Weld T-Av1W-B -- 65826 9.5 11.1/11.1 -1245 0.4 3.2/ 3.5 -41676 6.0 8.9/ 8.9 49041 7.6 9.3/ 9.3 -1793 0.3 3.0/ 3.0 -.50146 7.7 9.4/ 9.4 17990 3.6 4.3/ 4.7 -1793 0.3 3.0/ 3.0 -16775 2.3 4.3/ 4.7 16547 3.9 4.3/ 4.7 -1793 0.3 3.0/ 3.0 -16775 2.2 4.3/ 4.7 ,- Vallev Joist West Page 4 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 F Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN G303 2 - 28G4N31.4/17.27 x 27'11.500 Special Crimped End Lenqth Depth Slope Holes TOR Chord Ext BCX Holdback Pitch EP/#lL angle Parallel chord Girder Tag 6.000 6.000 Y 2 0' 4.750 83.750 Opp 6.000 6.000 Y 2 0' 4.750 83.750 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Spacinq Location Point 31400 6'11-3/4 6'11-3/4 U4 S JI 7 14130 6'11-3/4 U4 Dead 17270 6'11-3/4 U4 Live 31400 7'0 13'11-3/4 U8 S JI 14130 13'11-3/4 U8 Dead 17270 13'11-3/4 U8 Live 31400 110 20'11-3/4 U12 SJI 14130 '" 20111-3/4 U12 Dead 20'11-3/4 U12 Live 17270 6'11-3/4 TC HOLES 7/8" X 5" GAUGE BE @ 1-3/4" KEEP CLEAR FOR KNIFE PLATE 7" @ BE End loads: SJImDeadLive-Wind Left TC axial load: 0.0 0.0 0.0 0.0 27.6 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 27.6 0.0 Kips 28.000 in Deep 331.500 in Design length 11775 # Minimum Shear 25.'633 in Effective Depth 2486 in4 Ix 0 in4 Minimum Ix 20.000 in Clear Depth L/ 773 Live Defl L/ 425 SJI Defl 5252100 in-#Moment 1.000 in Chord gap 0.318 in Camber 42.000 in Interior Panel 18.937 in Left End 18.937 in Right End 8 Web Vees 48100 # SJI reaction 48100 # SJI reaction TOD Chord: 2-L L4x4x.500 A = 7.500 Y = 1.183 Fy = 50000 Q = 1.000 Center: L = 21.000 P =-191979 Paz=-206506 M = 0 No Fillers Chord shear: V = 20200 C = -7253 fv = 11995 fc = -967 f = 12005 IX= 11.123 Iy= 32.375 Rx = 1.218 Ry = 2.078 RZ = 0.782 Bot Chord: 2-L L4~4x.500 A = 7.500 Y = 1.183 Fy = 50000 Q = 1.000 IX= 11.123 Iy= 32.375 RX = 1.218 Ry = 2.078 Rz = 0.782 Center: L = 42.000 P = 204893 Pa = 225000 Chord shear: V = 20200 T = 67400 fv = 11998 ft = 8987 f = 12812 Valley Joist West Page 5 V1.71 - Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN G303 2 - 28G4N31.4/17.27 x 27'11.500 Special Crimped angle Parallel chord Girder Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T 1 54.5 44.2 47991 82740 2L L3x3x.313 3.560 0.922~ 106802 8.9 v1 c1 T2 v2 c2 T3 v3 C- Ti v4 c4 33.6 8.6 39.2 0.0 39.2 39.3 0.0 39.3 39.3 0.0 39.3 30.8 -1000 25.9-47980 33.1 47917 25.6 -1000 33.1-47853 33.1 16390 25.6 -1000 33.1-16327 33.1 16263 25.6 -1000 33.1-16200 -1201 1LLlXlX.109 0.206 0.1962 -1249 0.4 -48525 2LL2-1/2~.212 2.030 0.775X -52599 7.7 61869 2LL2-1/2~.230 2.194 0.772~ 65826 9.1 -1000 1LLlXlX.109 0.206 0.1962 -1803 0.3 -61788 2LL3X3X.250 2.875 0.930~ -73278 8.3 -1000 1LLlXlX.109 0.206 0.1962 -1803 0.3 -21106 1LL2-1/2X.212 1.015 0.4932 -21265 3.4 -1000 1LLlXlX.109 0.206 0.1962 -1803 0.3 -20942 lLL2-1/2X.212 1.015 0.4932 -21265 3.3 21188 1LL2x2x.187 0.713 0.3942 21391 3.8 21024 lLL2x2x.187 0.713 0.3942 21391 3.8 T - AVl W - B 10.6/10.6 3.2/ 3.5 9.2/ 9.2 3.0/ 3.0 9.3/ 9.3 9.3/ 9.3 4.3/ 4.7 4.8/ 5.2 4.3/ 4.7 4.8/ 5.2 3.0/ 3.0 3.0/ 3.0 Vallev Joist West Page 6 V1.71 Entered 6/20/00 Revised 2/13/01 - Job #ON02915 - 03 By ASM Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN G304 1 - 2864N31.2/17.16 x 27' 6.750 Special Crimped angle Parallel chord Girder End Lenqth Deuth Slope Holes TOU Chord Ext BCX Holdback Pitch EP/#lL - Taq 6.000 6.000 Y 2 0' 1.500 79.500 Opp 6.000 6.000 Y E 0' 0.500 2 0' 4.750 83.250 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Suacinq Location Point Tvue 14040 6'7-1/2 U4 Dead 6'7-1/2 U4 Live SJI 31200 6t7-1/2 U4 6'7-1/2 ,-- 17160 ~ -.. 31200 "" 13'7-1/2 U8 S JI 14040 13'7-1/2 U8 Dead 17160 2:: 13'7-1/2 U8 Live 20'7-1/2 U12 SJI I'V 31200 17160 6'11-1/4 14040 20'7-1/2 U12 Dead 20'7-1/2 U12 Live TC HOLES.7/8" X 5" GAUGE RE @ 1-3/4" KEEP CLEAR FOR KNIFE PLATE 7" @ BE 7" MAX SEAT WIDTH @ LE End loads: - SJI NtUpw-aWind Left TC axial load: 0.0 0.0 0.0 0.0 23.5 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 23.5 0.0 Kips 28.000 in Deep 326.750 in Design length 11700 # Minimum Shear 24.450 in Effective Depth 5157 in4 Ix 0 in4 Minimum Ix 16.000 in Clear Depth L/1673 Live Defl L/ 920 SJI Defl 5105820 in-#Moment 1.000 in Chord gap 0.309 in Camber 42.000 in Interior Panel 17.875 in Left End 18.813 in Right End 8 Web Vees 48337 # SJI reaction 47263 # SJI reaction TOD Chord: 2-LL6x6x.750 A = 16.875 Y = 1.775 Fy = 50000 Q = 1.000 Ix= 56.310 Iy=143.648 Rx = 1.827 Ry = 2.918 Rz = 1.173 Center: L = 21.000 P =-195844 Paz=-481227 M = 0 No Fillers Chord shear: V = 20200 C = -3451 fv = 5358 fc = -205 f = 5359 d- Chord: 2-LL6x6x.750 A = 16.875 Y = 1.775 Fy = 50000 Q = 1.000 Ix= 56.310 Iy=143.648 RX = 1.827 Ry = 2.918 RZ = 1.173 Center: L = 42.000 P = 208827 Pa = 506250 Chord shear: V = 20200 T = 71009 fv = 5359 ft = 4208 f = 5757 Valley Joist West Page 7 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 ,-- Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN G3 04 1 - 28G4N31.2/17.16 x 27' 6.750 Special Crimped angle Parallel chord Girder Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 155.8 43.5 48227 85838 2LL3X3x.250 2.875 0.930~ 8625011.6 16.8/16.8 v1 c1 T2 v2 c2 T3 v3 c-7 v4 c4 Li 36.5 4.1 39.1 0.0 39.1 40.7 0.0 40.7 40.7 0.0 40.7 30.4 -1000 24.5-48222 31.5 48161 24.5 -1000 31.5-48100 32.2 16836 24.5 -1000 32.2-16771 32.2 16707 24.5 -1000 32.2-16643 -1245 lLLlxlx.109 0.206 0.1962 -1279 0.4 3.2/ 3.6 -48345 2L L2~2x.248 1.861 0.609~ -48011 6.6 12.4/12.4 62065 2LL2-1/2X.230 2.194 0.772~ 65826 9.1 13.5/13.5 -1000 1LLlXlX.109 0.206 0.1962 -1982 0.3 3.0,' 3.0 -61987 2LL3X3X.250 2.875 0.930~ -73881 8.3 13.6/13.6 -1000 lLLlXlX.109 0.206 0.1962 -1982 0.3 3.0/ 3.0 -22108 lLL2-1/2x.230 1.097 0.4922 -23817 3.2 4.8/ 5.2 -1000 1LLlXlX.109 0.206 0.1962 -1982 0.3 3.0/ 3.0 -21939 lLL2-1/2x.230 1.097 0.4922 -23817 3.2 4.8/ 5.2 22193 1L L2x2x.216 0.817 0.3922 24520 3.5 4.3/ 4.7 22024 1L L2x2x.216 0.817 0.3922 24520 3.4 4.3/ 4.7 Vallev Joist West: Page 8 V1.71 Entered 6/20/00 Revised 2/13/01 - Job #ON02915 - 03 By ASM Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN G305 2 - 2864N40/22.0 x 27' 6.750 Special Crimped angle Parallel chord Girder End Lenqth Delsth SloDe Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 6.000 Y E 0' 0.500 2 0' 4.750 83.250 Opp 6.000 6.000 Y 2 0' 1.500 79.500 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Slsacinq Location Point Tme 40000 6'11-1/4 6 I11-1/4 U4 S JI rc 18000 6'11-1/4 U4 Dead 22000 6'11-1/4 U4 Live 40000 7'0 13'11-1/4 U8 S JI 18000 13'11-1/4 U8 Dead 22000 13'11-1/4 U8 Live 40000 7'0 20'11-1/4 U12 SJI 18000 20'11-1/4 U12 Dead 22000 6 l7-1/2 2OV11-1/4 U12 Live TC HOLES 7/8" x 5" GAUGE LE @ 1-3/4" KEEP CLEAR FOR KNIFE PLATE 7" @ BE 7" MAX SEAT WIDTH @ RE End loads: SJI Left TC axial load: 0.0 Right TC axial load: 0.0 28.000 in Deep 24.450 in Effective Depth 16.000 in Clear Depth 42.000 in Interior Panel 6522886 in-#Moment 8 Web Vees mDeadLive&&Wind 0.0 0.0 0.0 23.5 0.0 Kips 0.0 0.0 0.0 23.5 0.0 Kips 5157 in4 Ix 0 in4 Minimum Ix L/1305 Live Defl L/ 718 SJI Defl 1.000 in Chord gap 0.309 in Camber 18.813 in Left End 17.875 in Right End 326.750 in Deslgn length 15000 # Minimum Shear 60311 # SJI reaction 61689 # SJI reaction TOR Chord: 2-LL6x6x.750 A = 16.875 Y 1.775 Fy = 50000 Q = 1.000 Ix= 56.310 Ip143.648 Rx = 1.827 Ry = 2.918 Rz = 1.173 Center: L = 21.000 P =-250153 Paz=-481227 M = 0 No Fillers Chord shear: V = 20200 C = -1539 fv = 6688 fc = -91 f = 6688 - Fr Chord: 2-LL6x6x.750 A = 16.875 Y 1.775 Fy = 50000 Q = 1.000 Ix= 56.310 Iy=143.648 Rx = 1.827 Ry = 2.918 Rz = 1.173 Center: L = 42.000 P = 266785 Pa = 506250 Chord shear: V = 20200 T = 96012 fv = 6688 ft = 5690 f = 7268 Vallev Joist West Page 9 V1.71 By ASM Entered 6/20/00 Revised 2/13/01 - Job #ON02915 - 03 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN G305 2 - 28G4N40/22.0 x 27' 6.750 Special Crimped angle Parallel chord Girder Web hql T 1 57.9 v 1 39.5 c 1 1.5 T 2 40.4 v 2 0.0 C 2 40.4 T 3 40.7 v 3 0.0 C" 40.7 'I 40.7 v 4 0.0 C 4 40.7 Lnqth Shear Force 46.0 60192 113320 31.7 -1000 -1297 24.5-60190 -60210 32.1 60126 78960 24.5 -1000 -1000 32.1-60063 -78877 32.2 19998 26362 24.5 -1000 -1000 32.2-19934 -26278 32.2 19870 26193 24.5 -1000 -1000 32.2-19806 -26108 2LL3X3x.250 1LLlXlX.lO9 2L L3X3X.313 1L L2x2x.248 1LLlXlX.lO9 2L L2x2x.156 1L L2X2X.248 1LLlXlX.lO9 2L L2x2x.156 Area 3.849 0.261 2.375 2.875 0.206 3.560 0.930 0.206 1.199 0.930 0.206 1.199 A -- Pa Weld 0.918~ 11546411.2 0.2472 0.769~ 0.930~ 0.1962 0.922~ 0.3912 0.1962 0.3912 0.1962 0.622~ 0.622~ -2353 0.4 -63957 8.1 8625010.6 -1982 0.3 -94464 8.5 27915 3.6 -1982 0.3 -27279 5.7 27915 3.6 -1982 0.3 -27279 5.6 T - AVl W - B 17.6/17.6 3.6/ 3.9 12.9/12.9 13.8/13.8 3.0/ 3.0 13.8/13.8 3.0/ 3.0 13.7/13.7 3.0/ 3.0 13.7/13.7 4.3/ 4.7 4.3/ 4.7 ,- Valley Joist West Page 10 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN G306 1 - 30G4N31.9/17.55 x 28' 5.250 Special Crimped angle Parallel chord Girder End Lenqth Depth Slope Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tau 6.000 6.000 Y 2 0' 4.750 82.250 Opp 6.000 6.000 2 0' 1.500 83.375 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Swacinq Location Point Twe 31900 6'10-?!! 6'10-1/4 U4 SJI 14350 "'" 6'10-1/4 U4 Dead 17550 6'10-1/4 U4 Live 31900 6'10-5!: 13'8-7/8 U8 S JI 13'8-7/8 U8 Dead 14350 17550 13'8-7/8 U8 Live 31900 7'9 21'5-7/8 U12 SJI 14350 2115-7/8 U12 Dead 21'5-7/8 U12 Live 17550 6'11-3/8 U'U TC HOLES 7/8" X 5" GAUGE LE @ 1-3/4" KEEP CLEAR KNIFE PLATE 7" @ LE End loads: SJI-mLiveEQukWind Left TC axial load: 0.0 0.0 0.0 0.0 27.6 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 27.6 0.0 Kips 30.000 in Deep 337.250 in Design length 11963 # Minimum Shear 27.656 in Effective Depth 2711 in4 Ix 0 in4 Minimum Ix 22.000 in Clear Depth L/ 813 Live Defl L/ 447 SJI Defl 5347963 in-#Moment 1.000 in Chord gap 0.329 in Camber 43.906 in Interior Panel 18.563 in Left End 18.844 in Right End 8 Web Vees 49500 # SJI reaction 48200 # SJI reaction TOW Chord: 2-L L4x4x.500 A = 7.500 Y = 1.183 Fy = 50000 Q = 1.000 Center: L = 20.656 P =-180907 Paz=-206894 M = 0 No Fillers Chord shear: V = 20200 C = -36718 fv = 12346 fc = -4896 f = 12586 B$ Chord: 2-L L4x4x.438 A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Chord shear: V = 20200 T = 33188 fv = 14111 ft = 5010 f = 14332 Ix= 11.123 Iy= 32.375 Rx = 1.218 Ry = 2.078 Rz = 0.782 Ix= 9.957 Iy= 28.235 RX = 1.226 Ry = 2.065 RZ = 0.785 Center: L = 43.906 P = 193377 Pa = 198729 Vallev Joist West Page 11 V1.71 ,-- Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC.1997 TAG COLOR GREEN G306 1 - 30G4N31.9/17.55 x 28' 5.250 Special Crimped angle Parallel chord Girder Web Anql Lnath Shear Force Member Area- R -__ Pa Weld T 1 33.9 33.3 49445 59550 2LL2-1/2X.230 2.194 0.772~ 65826 8.7 V 1 0.0 27.7 -1000 C 1 36.6 34.5-49384 T 2 36.6 34.5 49323 V 2 0.0 27.7 -1000 C 2 36.6 34.5-49262 T 3 36.8 34.5 17301 V 3 0.0 27.7 -1000 r' 36.8 34.5-17240 1 t 36.8 34.5 17179 V 4 0.0 27.7 -1000 C 4 36.8 34.5-17117 -1000 -61539 61463 -1000 -61387 21594 -1000 -21518 21441 -1000 -21365 ~LLIX~X. 109 2LL3X3X.250 ZLL2-1/2~.230 1LLlXlX.109 2LL3X3X.250 lLL2X2X.187 1LLlXlX.109 lLL2-1/2~.230 1LL2x2x.187 1LLlXlX.lO9 lLL2-1/2~.230 0.206 0.1962 2.875 0.930~ 2.194 0.772~ 0.206 0.1962 2.875 0.930~ 0.713 0.3942 0.206 0.1962 1.097 0.4922 0.713 0.3942 0.206 0.1962 1.097 0.4922 -1549 -72750 65826 -1549 -72750 21391 -1549 -22895 21391 -1549 -22895 0.3 8.3 9.0 0.3 8.3 3.9 0.3 3.2 3.9 0.3 3.1 T-AVlW-B 8.9/ 8.9 3.0j 3.0 9.3/ 9.3 9.1/ 9.1 3.0/ 3.0 9.3/ 9.3 3.0/ 3.0 4.7/ 5.1 3.0/ 3.0 4.7/ 5.1 4.3/ 4.6 4.3/ 4.6 Vallev Joist West Page 12 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 r Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T301 2 - 18LH945/560 x 10' 6.750 Special Crimped angle Parallel chord Longspan End Lenqth Depth Sloue Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 40.000 Opp 6.000 5.000 40.000 Uniform Live load 560 #/ft full length Uniform SJI load 945 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. hT^ CLIP @ 5'5" FTE OAL End loads: __ SJImm-aWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 18.000 in Deep 122.750 in Design length 1208 # Minimum Shear 16.999 in Effective Depth 145 in4 Ix 0 in4 Minimum Ix 14.500 in Clear Depth L/3743 Live Defl L/2218 SJI Defl 218851 in-#Moment 1.000 in Chord gap 0.044 in Camber 46.750 in Interior Panel 30.687 in Left End 30.687 in Right End 2 Web Vees 5833 # SJI reaction 5833 # SJI reaction Tor, Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Bridg c 211" Ix= 0.615 Iy= 2.520 Rx = 0.613 Ry = 1.242 Rz = 0.392 Center: L = 30.687 P = -12874 Paz= -28498 M = 5297 No Fillers Tag end panl: L = 30.687 P = -12874 Paz= -28498 M = 5297 No Filler First point: P = -12874 Pa = -44137 M = 7946 Chord shear: V = 20200 C = -2349 fv = 1977 fc = -1437 f = 2104 Bot Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Ix= 0.156 Iy= 0.765 RX = 0.465 Ry = 1.032 RZ = 0.296 Center: L = 46.750 P = 10530 Pa = 21563 Chord shear: V = 20200 T = 9647 fv = 11508 ft = 13421 f = 13321 Web Ansl Lnqth Shear Force Member Area- R __- Pa Weld T-AvlW-B T 1 65.9 41.6 4315 10568 2LLlxlx.109 0.412 0.307~ 12367 3.3 7.2/ 5.2 Cd 54.0 28.9 -1708 -2905 lLL1-1/2x.109 0.315 0.2972 -3454 0.9 3.5/ 3.3 V 1 23.3 18.5 -3476 -3784 lLLlxlx.109 0.206 0.1962 -4287 1.2 2.2/ 1.9 ~ Valley Joist West Page 13 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 7 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T302 1 - 18LH945/560 x 6' 9.750 Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 28.875 Opp 6.000 5.000 Y 28.875 Uniform Live load 560 #/ft full length Uniform SJI load 945 #/ft full length Uniform Dead load 385 #/ft'full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 3'3" FTE OAL r End loads: - SJI NtUpm-UkWind TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0 .,o 9.8 0.0 Kihs 18.000 in Deep 77.750 in Design length 765 # Minimum Shear 17.088 in Effective Depth 120 in4 Ix 0 in4 Minimum Ix 14.750 in Clear Depth L/12233 Live Defl L/7249 SJI Defl 161626 in-#Moment 1.000 in Chord gap 0.017 in Camber 24.000 in Interior Panel 19.438 in Left End 19.438 in Right End 2 Web Vees 4061 # SJI reaction 4061 # SJI reaction Top Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Fy = 50000 Q = 0.953 Bridg < 192" Ix= 0.283 Iy= 1.225 Rx = 0.543 Ry = 1.130 Rz = 0.346 Center: L = 19.438 P = -9458 Paz= -19413 M = 2125 No Fillers Tag end panl: L = 19.438 P = -9458 Paz= -19413 M = 2125 No Filler First point: P = -9458 Pa = -25923 M = 3188 Chord shear: V = 20200 C = -889 fv = 2528 fc = -925 f = 2570 Bot Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Ix= 0.156 Iy= 0.765 RX = 0.465 Ry = 1.032 Rz = 0.296 Center: L = 24.000 P = 4620 Pa = 21563 Chord shear: V = 20200 T = 4640 fv = 7868 ft = 6456 f = 8504 Pa Weld T-AvlW-B T 1 57.5 31.8 2950 5499 2LLlxlx.109 0.412 0.307~ 12367 1.7 5.2/ 4.3 -- Web Anql Lnqth Shear Force Member Area- R V 123.5 18.6 -2574 -2807 lLLlxlx.109 0.206 0.1962 -4268 0.9 2.0/ 1.9 C 135.1 20.9 -1265 -1546 lLL1-1/4X.109 0.261 0.2472 -3718 0.5 2.3/ 2.3- ,- Valley Joist West Page 14 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 ,-- Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T303 2 - 18LH945/560 x 6' 9.750 Crimped angle Parallel chord Longspan End Lenqth Deuth Sloue Holes Tou Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 28.875 Opp 6.000 5.000 28.875 Uniform Live load 560 #/ft full length Uniform SJI load 945 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 3'3" FTE OAL End loads: - SJI mDeaduukWind c deft TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 18.000 in Deep 77.750 in Design length 765 # Minimum Shear 17.088 in Effective Depth 120 in4 Ix 0 in4 Minimum Ix 14.750 in Clear Depth L/12233 Live Defl L/7249 SJI Defl 161626 in-#Moment 1.000 in Chord gap 0.017 in Camber 24.000 in Interior Panel 19.438 in Left End 19.438 in Right End 2 Web Vees 4061 # SJI reaction 4061 # SJI reaction Tou Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Fy = 50000 Q = 0.953 Bridg c 192" Ix= 0.283 Iy= 1.225 Rx = 0.543 Ry = 1.130 Rz = 0.346 Center: L = 19.438 P = -9458 Paz= -19413 M = 2125 No Fillers Tag end panl: L = 19.438 P = -9458 Paz= -19413 M = 2125 No Filler First point: P = -9458 Pa = -25923 M = 3188 Chord shear: V = 20200 C = -889 fv = 2528 fc = -925 f = 2570 Bot Chord: 2-LL1-1/2~.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Ix= 0.156 Iy= 0.765 RX = 0.465 Ry = 1.032 RZ 0.296 Center: L = 24.000 P = 4620 Pa = 21563 Chord shear: V = 20200 T = 4640 fv = 7868 ft = 6456 f = 8504 Web Ana Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 1 57.5 31.8 2950 5499 2LLlxlx.109 0.412 0.307~ 12367 1.7 5.2/ 4.3 V 123.5 18.6 -2574 -2807 1LLlXlX.109 0.206 0.1962 -4268 0.9 2.0/ 1.9 C 1 35.1 20.9 -1265 -1546 lLL1-1/4x.109 0.261 0.2472 -3718 0.5 2.3/ 2.3 ,- Vallev Joist West Page 15 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T304 1 - 18LH945/560 x 10' 6.750 Crimped angle Parallel chord Longspan End Lensth Dewth Slowe Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 Y 40.000 Opp 6.000 5.000 40.000 Uniform Live load 560 #/ft full length Uniform SJI load 945 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP k3 5'5" FTE OAL 7 End loads: - SJI Dead Live Eauk Wind .eft TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 KiDS Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 18.000 in Deep 122.750 in Design length 1208 # Minimum Shear 16.999 in Effective Depth 145 in4 Ix 0 in4 Minimum Ix 14.500 in Clear Depth L/3743 Live Defl L/2218 SJI Defl 218851 in-#Moment 1.000 in Chord gap 0.044 in Camber 46.750 in Interior Panel 30.687 in Left End 30.687 in Right End 2 Web Vees 5833 # SJI reaction 5833 # SJI reaction Top Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Bridg c 211" Ix= 0.615 Iy= 2.520 Rx = 0.613 Ry = 1.242 Rz = 0.392 Center: L = 30.687 P = -12874 Paz= -28498 M = 5297 No Fillers Tag end panl: L = 30.687 P = -12874 Paz= -28498 M = 5297 No Filler First point: P = -12874 Pa = -44137 M = 7946 Chord shear: V = 20200 C = -2349 fv = 1977 fc = -1437 f = 2104 Bot Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 rx= 0.156 IY= 0.765 RX = 0.465 RY = 1.032 RZ = 0.296 Center: L = 46.750 P = 10530 Pa = 21563 Chord shear: V = 20200 T = 9647 fv = 11508 ft = 13421 f = 13321 Web Anql Lnsth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 1 65.9 41.6 4315 10568 2LLlxlx.109 0.412 0.307~ 12367 3.3 7.2/ 5.2 V 123.3 18.5 -3476 -3784 lLLlxlX.109 0.206 0.1962 -4287 1.2 2.2/ 1.9 C 154.0 28.9 -1708 -2905 lLL1-1/2x.109 0.315 0.2972 -3454 0.9 3.5/ 3.3 ,- Page 16 V1.71 Valley Joist West Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 I- Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T305 1 - 32LH1018/598 x 22' 6.250 Special Crimped angle End Lenqth DeDth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 72.000 Opp 6.000 5.000 72.000 Parallel chord Longspan Uniform Live load 598 #/ft full length Uniform SJI load 1018 #/ft full length Uniform Dead load 420 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. W-CLIP @ 9'2" FTE OAL L ZRT BEARING 3-1/2" @ LE End loads: - SJI mDeadu&pkWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 266.250 in Design length 2823 # Minimum Shear 30.567 in Effective Depth 1016 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/2405 Live Defl L/1413 SJI Defl 843237 in-#Moment 1.000 in Chord gap 0.205 in Camber 63.125 in Interior Panel 50.563 in Left End 50.563 in Right End 3 Web Vees 12293 # SJI reaction 12293 # SJI reaction TOD Chord: 2-L L3x3x.281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 Bridg c 279" Ix= 2.756 Iy= 8.645 Rx = 0.926 Ry = 1.640 Rz = 0.591 Center: L = 32.000 P = -27587 Paz= -82741 M = 2282 No Fillers Tag end panl: L = 50.563 P = -23990 Paz= -51691 M = 15129 No Filler First point: P = -23990 Pa = -86780 M = 23963 Chord shear: V = 20200 C = -5580 fv = 3250 fc = -1736 f = 3364 Bot Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Center: L = 63.125 P = 25223 Pa = 49041 Chord shear: V = 20200 T = 22639 fv = 11442 Ix= 0.615 Iy= 2.520 RX = 0.613 Web Ansl Lnqth Shear Force Member Area- R T 1 66.4 76.4 9886 24703 2LL1-3/4X.143 0.960 0.543X VJ 32.5 36.2 -5391 -6388 lLL1-3/4X.125 0.422 0.3472 T L 46.3 44.3 2823 4088 lLL1-1/4X.109 0.261 0.2472 V 2 0.0 30.6 -3853 -3853 lLL1-1/4X.109 0.261 0.2472 C' 45.5 43.6 -5480 -7820 1L L2x2x.248 0.930 0.3912 Fy = 50000 Q = 1.000 Ry = 1.242 RZ = 0.392 ft = 13849 f = 13374 -- Pa Weld T-AvlW-B 28803 5.8Ll1.2/ 6.4 -7627 1.7 ~3.9/ 3.4 -7760 1.1 4.6/ 4.1 7819 1.3 3.9/ 3.4 -4208 1.2 3.3/ 2.5 Vallev Joist West Page 17 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T306 1 - 32LH978/576 x 22' 6.250 Special Crimped angle - End Lenqth Depth Sloue Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 Opp 6.000 5.000 Parallel chord Longspan 72.000 72.000 Uniform Live load 576 #/ft full length Uniform SJI load 978 #/ft full length Uniform Dead load 402 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HL CLIP @ 9'2" FTE OAL t 3RT BEARING 3-1/2" @ LE End loads: - SJI NtUpmUaWind 0.0 92.3 0.0 Kios Left TC axial load: 0.0 0.0 0.0 -L Right TC axial load: 0.0 0.0 0.0 0.0 92.3 0.0 Kips 32.000 in Deep 266.250 in Design length 2712 # Minimum Shear 30.058 in Effective Depth 1508 in4 Ix 0 in4 Minimum Ix 25.000 in Clear Depth L/3706 Live Defl L/2183 SJI Defl 2333169 in-#Moment 1.000 in Chord gap 0.205 in Camber 63.125 in Interior Panel 50.563 in Left End 50.563 in Right End 3 Web Vees 11850 # SJI reaction 11850 # SJI reaction TOD Chord: 2-L L4X4X.293 A = 4.516 Y = 1.108 Fy = 50000 Q = 0.908 Bridg < 346" Ix= 7.014 Iy= 18.699 Rx = 1.246 Ry = 2.035 Rz = 0.792 Center: L = 32.000 P = -77624 Paz=-111976 M = 2192 No Fillers Tag end panl: L = 50,563 P = -75663 Pax= -96074 M = 14534 Filler Reqd First point: P = -75663 Pa =-121940 M = 23021 Chord shear: V = 20200 C = -5476 fv = 2256 fc = -1213 f = 2336 Bot Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Ix= 2.285 Iy= 6.949 RX = 0.934 Ry = 1.628 RZ = 0.594 Center: L = 63.125 P = 24725 Pa = 78628 Chord shear: V = 20200 T = 22186 fv = 6994 ft = 8465 f = 8175 Pa Weld T-Av1W-B T 1 66.8 76.2 9526 24144 2LL1-3/4x.125 0.844 0.546~ 25313 6.5 16.3/11.5 -- Web Anql Lnsth Shear Force Member Area- R V 1 32.9 35.8 -5439 -6477 1LL1-3/4~.125 0.422 0.3472 -7691 1.7 3.9/ 4.2 C- 46.0 43.3 -5289 -7613 1L L2X2X.248 0.930 0.3912 -7888 1.0 4.6/ 5.1 T 46.8 43.9 2712 3962 lLL1-1/4x.109 0.261 0.2472 7819 1.2 3.9/ 4.4 V 2 0.0 30.1 -3996 -3996 lLL1-1/4x.109 0.261 0.2472 -4293 1.2 3.3/ 3.3 Vallev Joist West Page 18 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 r Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T307 3 - 32LH928/543 x 25' 8.750 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 Y 72.000 Opp 6.000 5.000 72.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. WCLIP @ 12"ll" FTE OAL 5. ,RT BEARING 3-1/2" @ RE End loads: __ SJI Dead Live Ecruk Wind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 KiQS Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 304.750 in Design length 2946 # Minimum Shear 30.681 in Effective Depth 991 in4 IX 0 in4 Minimum Ix 27.500 in Clear Depth L/1723 Live Defl L/1008 SJI Defl 973956 in-#Moment 1.000 in Chord gap 0.269 in Camber 64.000 in Interior Panel 44.187 in Left End 44.187 in Right End 4 Web Vees 12784 # SJI reaction 12784 # SJI reaction Top Chord: 2-LL2-1/2x.313 A = 2.934 Y = 0.740 Fy = 50000 Q = 1.000 Bridg c 247" Ix= 1.699 Iy= 6.209 Rx = 0.761 Ry = 1.455 Rz = 0.489 Center: L = 32.000 P = -30681 Pax= -71861 M = 2425 2 Fillers Tag end panl: L = 44.187 P = -25810 Paz= -44510 M = 10568 No Filler First point: P = -25810 Pa = -79220 M = 16612 Chord shear: V = 20200 C = -4413 fv = 4708 fc = -1504 f = 4768 Bot Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Ix= 0.615 Iy= 2.520 RX = 0.613 Ry = 1.242 Rz = 0.392 Center: L = 64.000 P = 31745 Pa = 49041 Chord shear: V = 20200 T = 24744 fv = 12553 ft = 15137 f = 14658 Pa Weld T-AvlW-B T 1 66.3 76.4 10845 27017 2LL1-3/4x.143 0.960 0.543~ 28803 6.4 8.4/ 6.4 40.1 40.1 -4516 -5902 lLL1-3/4x.125 0.422 0.3472 -7035 1.6 3.8/ 3.6 30.9 35.8 -7368 -8588 lLL2x2x.187 0.713 0.3942 -8966 1.5 3.8/ 3.5 -- Web Anql Lnqth Shear Force Member Area- R T L 46.2 44.3 4317 6238 lLL1-1/4X.109 0.261 0.2472 7819 1.9 3.6/ 3.4 V 2 0.0 30.7 -3628 -3628 lLL1-1/4x.109 0.261 0.2472 -4189 1.1 3.0/ 2.5 C 2 46.2 44.3 -2946 -4257 lLL1-1/2~.125 0.359 0.2962 -4259 1.1 3.8/ 3.6 Vallev Joist West Page 19 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lOOOZ 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T308 1 - 32LH1004/584 x 25' 9.250 Special Crimped angle Parallel chord Longspan End Lenqth DeDth SloDe Holes Tor, Chord Ext BCX Holdback Pitch EP/#lL Taq 6.000 5.000 72.000 Opp 6.000 5.000 72.000 Uniform Live load 584 #/ft full length Uniform SJI load 1004 #/ft full length Uniform Dead load 420 #/ft full length An additional SJI load of 2000# may occur at any top chord panel point. An additional Dead load of 2000# may occur at any top chord panel point. HJ-CLIP 63 12'11" FTE OAL C RT BEARING 3-1/2" 63 RE End loads: __ SJImDeadUWWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 305.250 in Design length 3192 # Minimum Shear 30.578 in Effective Depth 978 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1573 Live Defl L/ 915 SJI Defl 1127107 in-#Moment 1.000 in Chord gap 0.270 in Camber 64.000 in Interior Panel 44.313 in Left End 44.313 in Right End 4 Web Vees 14770 # SJI reaction 14770 # SJI reaction TOKI Chord: 2-LL3X3x.250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Bridg e 278" Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Center: L = 32,000 P = -35240 Paz= -71461 M = 2609 No Fillers Tag end panl: L = 44.313 P = -29311 Paz= -50499 M = 11497 No Filler First point: P = -29311 Pa = -77625 M = 18078 Chord shear: V = 20200 c = -5255 fv = 5752 fc = -1828 f = 5824 Bot Chord: 2-L LZx2x.216 A = 1.635 Y = 0.579 Ix= 0.615 Iv= 2.520 Rx = 0.613 Center: L = 64.000 P = 36860 Pa = 49041 Chord shear: V = 20200 T = 28517 fv = 14418 Web Anql Lnqth Shear Force Member Area- R T 166.4 76.4 12457 31119 2LL2x2x.176 1.346 0.619~ V 140.0 39.9 -5820 -7601 1LL1-3/4X.143 0.480 0.3462 C4- 31.3 35.8 -8628 -10102 1L L2X2X.216 0.817 0.3922 T 46.3 44.3 5226 7564 lLL1-1/4X.109 0.261 0.2472 V 2 0.0 30.6 -4854 -4854 lLL1-1/2X.109 0.315 0.2972 C 2 46.3 44.3 -3192 -4621 lLL1-3/4X.125 0.422 0.3472 Fy = 50000 Ry = 1.242 ft = 17445 -- Pa Weld 40381 6.0 -8273~ 1.8 -10183 1.6 7819 2.3 -5788 1.5 -6358 1.2 Q = 1.000 Rz = 0.392 f = 16851 T - AVl W - B 11.0/ 6.3 4.2/ 3.6 4.1/ 3.5 3.9/ 3.4 3.5/ 2.8 4.4/ 3.9 Page 20 V1.71 Vallev Joist West Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T309 3 - 32LH928/543 x 25' 9.250 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes TOR Chord Ext BCX Holdback Pitch , EP/#lL Taq 6.000 5.000 72.000 72.000 Opp 6.000 5.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HLCLIP @ 12'11" FTE OAL C RT BEARING 3-1/2" @ RE End loads: SJImDeaduEqukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 , 0.0 8.2 0.0 Kips 32.000 in Deep 305.250 in Design length 2951 # Minimum Shear 30.575 in Effective Depth 1020 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1766 Live Defl L/1033 SJI Defl 977029 in-#Moment 1.000 in Chord gap 0.270 in Camber 64.000 in Interior Panel 44.313 in Left End 44.313 in Right End 4 Web Vees 12803 # SJI reaction 12803 # SJI reaction Top Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Bridg c 277" Ix= 2.285 Iy= 6.949 Rx = 0.934 Ry = 1.628 Rz = 0.594 Center: L = 32.000 P = -30858 Paz= -62840 M = 3477 No Fillers Tag end panl: L = 44.313 P = -25913 Paz= -44871 M = 10627 No Filler First point: P = --25913 Pa = -70765 M = 16710 Chord shear: V = 20200 C = -4491 fv = 5413 fc = -1713 f = 5480 Bot Chord: 2-L LZx2x.248 A = 1.861 Y = 0.591 Fy = 50000 Q = 1.000 Ix= 0.691 Iy= 2.905 RX = 0.609 Ry = 1.250 RZ = 0.391 Center: L = 64.000 P = 31955 Pa = 55830 Chord shear: V = 20200 T = 24864 fv = 10948 ft = 13361 f = 12825 Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 1 66.4 76.4 10860 27132 2LL1-3/4x.155 1.037 0.541~ 31109 5.9 11.4/ 6.2 V 1 40.0 39.9 -4526 -5911 1LL1-3j4x.125 0.422 0.3472 -?7061 1.6 4.2/ 3.6 31.3 35.8 -7372 -8633 lLL2X2X.187 0.713 0.3942 -8947 1.6 4.1/ 3.5 C_I- T I 46.3 44.3 4317 6249 lLL1-1/4X.109 0.261 0.2472 7819 1.9 3.9/ 3.4 V 2 0.0 30.6 -3629 -3629 lLL1-1/4X.109 0.261 0.2472 -4207 1.1 3.3/ 2.5 C 2 46.3 44.3 -2951 -4271 1LL1-1/2X.125 0.359 0.2962 -4273 1.2 4.2/ 3.6 Vallev Joist West Page 21 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T310 1 - 32LH965/563 x 25' 9.250 Special Crimped angle End Lenqth Depth Slope Holes Too Chord Ext BCX Holdback Pitch EP/#lL Parallel chord Longspan Tag 6.000 5.000 72.000 Opp 6.000 5.000 72.000 Uniform Live load 563 #/ft full length Uniform SJI load 965 #/ft full length Uniform Dead load 402 #/ft full length An additional SJI load of 2000# may occur at any top chord panel point. An additional Dead load of 2000# may occur at any top chord panel point. I$L CLIP @ 12'11" FTE OAL L ,RT BEARING 3-1/2" @ RE End loads: __ SJImMUEaukM Left TC axial load: 0.0 0.0 0.0 0.0 49'.6 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 49.6 0.0 Kips 32.000 in Deep 305.250 in Design length 3068 # Minimum Shear 30.555 in Effective Depth 1050 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1752 Live Defl L/1022 SJI Defl 1729158 in-#Moment 1.000 in Chord gap 0.270 in Camber 64.000 in Interior Panel 44..313 in Left End 44.313 in Right End 4 Web Vees 14274 # SJI reaction 14274 # SJI reaction Top Chord: 2-L L3x3x.313 A = 3.560 Y = 0.865 Fy = 50000 Q = 1.000 Bridg < 280" Ix=. 3.024 Iy= 9.659 Rx = 0.922 Ry = 1.647 RZ = 0.589 Center: L = 32.000 P = -56591 Paz= -91594 M = 2507 No Fillers Tag end panl: L = 44.313 P = -50845 Paz= -63927 M = 11050 No Filler First point: P = -50845 Pa = -96122 M = 17376 Chord shear: V = 20200 C = -5088 fv = 4445 fc = -1429 f = 4502 2-L L2x2x.216 A = 1.635 Y = 0.579 Ix= 0.615 Iy= 2.520 Rx = 0.613 Center: L = 64.000 P = 35649 Pa = 49041 Chord shear: V = 20200 T = 27567 fv = 13927 Web Ansl Lnqth Shear Force Member Area- R T 1 66.4 76.4 12033 30079 2L L2x2x.163 1.251 0.621~ c" 31.4 35.8 -8348 -9776 1L L2x2x.216 0.817 0.3922 V 140.1 39.9 -5758 -7522 lLL1-3/4X.143 0.480 0.3462- T L 46.3 44.2 5070 7341 lLL1-1/4x.109 0.261 0.2472 V 2 0.0 30.6 -4856 -4856 lLL1-1/2X.109 0.315 0.2972 C 2 46.3 44.2 -3068 -4443 1LL1-3/4X.125 0.422 0.3472 Fy = 50000 Ry = 1.242 ft = 16864 Pa Weld - -8277 1.8 -10194 1.5 7819 2.3 -5791 1.5 -6360 1.2 _- 37526 6.2 I .~ Q = 1.000 RZ = 0.392 f = 16281 T-AVlW-B L0.7/ 6.3 4.2/ 3.6 4.1/ 3.5 3.9/ 3.4 3.5/ 2.8 4.4/ 3.9 Vallev Joist West Page 22 V1.71 - Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T311 1 - 32LH928/543 x 26' 0.250 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 Y 72.000 Opp 6.000 5.000 72.000 Uniform Live load 543 #/ft full length Unsform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HA CLIP @ 12'11" FTE OAL C RT BEARING 3-1/2" @ RE End loads: - SJI-Dead&W&& Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 308.250 in Design length 2980 # Minimum Shear 30.575 in Effective Depth 1020 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1715 Live Defl L/1003 SJI Defl 995570 in-#Moment 1.000 in Chord gap 0.275 in Camber 64.000 in Interior Panel 45.062 in Left End 45.062 in Right End 4 Web Vees 12919 # SJI reaction 12919 # SJI reaction Top Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Bridg c 277" Ix= 2.285 Iy= 6.949 Rx = 0.934 Ry = 1.628 Rz = 0.594 Center: L = 32.000 P = -31381 Paz= -62840 M = 3494 No Fillers Tag end panl: L = 45.062 P = -26088 Paz= -44374 M = 10980 No Filler First point: P = -26088 Pa = -70765 M = 17299 Chord shear: V = 20200 C = -4870 fv = 5433 fc = -1858 f = 5512 Bot Chord: 2-L L2x2x.248 Center: L = 64.000 Chord shear: V = 20200 Ix= 0.691 Web Anal Lnsth Shear Force T 1 66.4 76.4 10949 27355 V 139.2 39.5 -4586 -5918 C'- 33.4 36.6 -7399 -8858 T I 46.3 44.3 4316 6247 V 2 0.0 30.6 -3632 -3632 C 2 46.3 44.3 -2980 -4313 A = 1.861 Y = 0.591 Fy = 50000 Iy= 2.905 RX = 0.609 Ry = 1.250 T = 25068 fv = 11038 ft = 13470 P = 32562 Pa = 55830 Member Area- R -- Pa Weld 2LL1-3/4~.155 1.037 0.541X 31109 5.9 1LL1-3j4x.125 0.422 0.3472 -7135 1.6 1L L2X2X.216 0.817 0.3922 -9743 1.4 lLL1-1/4X.109 0.261 0.2472 7819 1.9 lLL1-1/4X.109 0.261 0.2472 -4207 1.1 lLL1-1/2~.125 0.359 0.2962 -4273 1.2 Q = 1.000 Rz = 0.391 f = 12930 T - Avl W - B 11.4/ 6.2 4.1/ 3.6 4.2/ 3.6 3.9/ 3.4 3.3/ 2.5 4.2/ 3.6 Valley Joist West Page 23 V1.71 - Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T312 7 - 32LH928/543 x 26' 0.750 Crimped angle Parallel chord Longspan End Lencrth Deuth Sloue Holes Tou Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 72.000 Opp 6.000 5.000 72.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 12'11" FTE OAL SWRT BEARING 3-1/2" @ RE End loads: __ SJI Left TC axial load: 0.0 32.000 in Deep 30.575 in Effective Depth 27.000 in Clear Depth 998678 in-#Moment 64.000 in Interior Panel Right TC axial load: 0.0 4 Web Vees m&ad-wwind 0.0 0.0 0.0 8.2 0.0 KiDs 0.0 0.0 0.0 8.2 0.0 Kips 1020 in4 IX 0 in4 Minimum Ix 308.750 in Design length 2985 # Minimum Shear L/1706 Live Defl L/ 998 SJI Defl 1.000 in Chord gap 0.276 in Camber 45.188 in Left End 45.188 in Right End 12938 # SJI reaction 12938 # SJI reaction Top Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Bridg c 277" Ix= 2.285 Iy= 6.949 Rx = 0.934 Ry = 1.628 Rz = 0.594 Center: L = 32.000 P = -31468 Paz= -62840 M = 3497 No Fillers Tag end panl: L = 45.188 P = -26117 Paz= -44290 M = 11039 No Filler First point: P = -26117 Pa = -70765 M = 17398 Chord shear: V = 20200 C = -4934 fv = 5436 fc = -1882 f = 5517 Bot Chord: 2-L L2x2x.248 A = 1.861 Y = 0.591 Fy = 50000 Q = 1.000 Ix= 0.691 Iy= 2.905 Rx = 0.609 Ry 1.250 Rz = 0.391 Center: L = 64.000 P = 32663 Pa = 55830 Chord shear: V = 20200 T = 25102 fv = 11053 ft = 1348'9 f = 12948 Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 1 66.4 76.4 10964 27392 2LL1-3/4x.155 1.037 0.541~ 31109 6.0 11.4/ 6.2 V 1 39.1 39.4 -4596 -5919 1LL1-3/4~.125 0.422 0.3472 -7148 1.6 4.1/ 3.6 C 1 33.7 36.7 -7404 -8897 1L L2~2x.216 0.817~0i392Z -9670 1.4 4.2/ 3.6 T' 46.3 44.3 4316 6247 lLL1-1/4x.109 0.261 0.247~ 7819 1.9 3.9/ 3.4~ V- 0.0 30.6 -3632 -3632 lLL1-1/4x.109 0.261 0.2472 -4207 1.1 3.3/ 2.5 C 2 46.3 44.3 -2985 -4320 1LL1-3/4X.125 0.422 0.3472 -6358 1.2 4.4/ 3.9 Valley Joist West Page 24 V1.71 - Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T313 1 - 32LH928/543 x 26' 3.750 Special Crimped angle Parallel chord Longspan End Lenath DeDth SloDe Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 Y 72.000 Opp 6.000 5.000 Y 72.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point HA CLIP @ 13'0" 7 MAX SEAT WIDTH 63 LE SHORT BEARING 3-1/2" @ LE FTE OAL End loads: - S JI Left TC axial load: 0.0 Right TC axial load: 0.0 32.000 in Deep 30.575 in Effective Depth 27.000 in Clear Depth 64.000 in Interior Panel 4 Web Vees 1017422 in-#Moment NtUplLiveukWind 0.0 0.0 0.0 8.2 0.0 Kius 0.0 0.0 0.0 8.2 0.0 Kihs 1020 in4 Ix 0 in4 Minimum Ix L/1658 Live Defl L/ 970 SJI Defl 1.000 in Chord gap 0.281 in Camber 45.938 in Left End 45.938 in Right End 311.750 in Design length 3014 # Minimum Shear 13054 # SJI reaction 13054 # SJI reaction Too Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Bridg < 277" Ix= 2.285 Iy= 6.949 Rx = 0.934 Ry = 1.628 Rz = 0.594 Center: L = 32.000 P = -31996 Paz= -62840 M = 3514 No Fillers Tag end panl: .L = 45.938 P = -26292 Paz= -43787 M = 11400 No Filler First point: P = -26292 Pa = -70765 M = 17998 Chord shear: V = 20200 C = -5316 fv = 5456 fc = -2028 f = 5549 Bot Chord: 2-L L2x2x.248 Ix= 0.691 Center: Chord shear: Web Anql Lnqth T 1 66.4 76.4 v.,- 38.2 38.9 C - 35.6 37.6 T 2 46.3 44.3 V 2 0.0 30.6 C 2 46.3 44.3 L = 64.000 v = 20200 Shear Force 11054 21615 -4656 -5925 -7431 -9137 4315 6246 -3635 -3635 -3014 -4362 A = 1.861 Y = 0.591 Fy = 50000 Iy= 2.905 Rx = 0.609 Ry = 1.250 T = 25307 fv = 11143 ft = 13598 P = 33276 Pa = 55830 Member Area- R -- Pa Weld 2LL1-3/4x.155 1.037 0.541~ 31109 6.0 1LL1-3/4~.125 0.422 0.3472 -7220 1.6 1L L2X2X.216 0.817 0.3922 -9236 1.4 lLL1-1/4~.109 0.261 0.2472 -4207 1.1 1LL1-3/4X.125 0.422 0.3472 -6358 1.2 lLL1-1/4x.109 0.261 0.2472 7819 1.9 Q = 1.000 Rz = 0.391 f = 13053 T - AVl W - B 11.4/ 6.2 4. li~ 3.5 4.2/ 3.7 3.9/ 3.4 3.3/ 2.5 4.4/ 3.9 Valley Joist West Page 25 V1.71 - Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T314 1 - 32LH928/543 x 26' 3.750 Special Crimped angle Parallel chord Longspan End Lenqth DeDth SloDe Holes Tor, Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 Y 72.000 Opp 6.000 5.000 Y 72.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HLCLIP I3 2'10", 13'0", & 21'3" FTE OAL 7 LXAX SEAT WIDTH @ LE SHORT BEARING 3-1/2" 13 LE End loads: __ SJImDeaddaWind Left TC axial load: 0.0 0.0 0 . 0. 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 311.750 in Design length 3014 # Minimum Shear 30.575 in Effective Depth 1020 in4 IX 0 in4 Minimum Ix 27.000 in Clear Depth L/1658 Live Defl L/ 970 SJI Defl 1017422 in-#Moment 1.000 in Chord gap 0.281 in Camber 64.000 in Interior Panel 45.938 in Left End 45.938 in Right End 4 Web Vees 13054 # SJI reaction 13054 # SJI reaction TOP Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Bridg c 277" Ix= 2.285 Iy= 6.949 Rx = 0.934 Ry = 1.628 Rz = 0.594 Center: L = 32.000 P = -31996 Paz= -62840 M = 3514 No Fillers Tag end panl: L = 45.938 P = -26292 Paz= -43787 M = 11400 No Filler First point: P = -26292 Pa = -70765 M = 17998 Chord shear: V = 20200 C = -5316 fv = 5456 fc = -2028 f = 5549 Bot Chord: 2-L L2x2x.248 Ix= 0.691 Center: L = 64.000 Chord shear: V = 20200 Web Anql Lnqth Shear Force T 1 66.4 76.4 11054 27615 V' 38.2 38.9 -4656 -5925 C - 35.6 37.6 -7431 -9137 V 2 0.0 30.6 -3635 -3635 C 2 46.3 44.3 -3014 -4362 T 2 46.3 44.3 4315 6246 A = 1.861 Y = 0.591 Fy = 50000 Iy= 2.905 Rx = 0.609 Ry = 1.250 T = 25307 fv = 11143 ft = 13598 P = 33276 Pa = 55830 Member Area- R -- Pa Weld 2LL1-3/4x. 155 ~1.037 0.541~ 31109 6.0 1L L2x2x.216 0.817 0.3922 -9236 1.4 lLL1-3/4x.125 0.422 0.3472 -7220 1.6 lLL1-1/4X.109 0.261 0.2472 7819 1.9 lLL1-1/4X.109 0.261 0.2472 -4207 1.1 lLL1-3/4X.125 0.422 0.3472 -6358 1.2 Q = 1.000 RZ = 0.391 f = 13053 T -AV1W - B 11.4,' 6.2 4.1/ 3.5 4.2/ 3.7 3.9/ 3.4 3.3/ 2.5 4.4/ 3.9 Vallev Joist West Page 26 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T315 1 - 32LH928/543 x 26' 7.500 Special Crimped angle End Lensth Depth Slove Holes TOP Chord Ext Pitch EP/#lL Tag 6.000 5.000 Y 72.000 Opp 6.000 5.000 Y 72.000 Parallel chord Longspan Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. yl-CLIP 6' 13'4" FTE OAL End loads: __ SJIW_Dead-Q&m Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 315.500 in Design length 3050 # Minimum Shear 30.578 in Effective Depth 978 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1532 Live Defl L/ 896 SJI Defl 1041097 in-#Moment 1.000 in Chord gap 0.288 in Camber 64.000 in Interior Panel 46.875 in Left End 46.875 in Right End 4 Web Vees 13199 # SJI reaction 13199 # SJI reaction Top Chord: 2-LL3X3x.250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Bridg e 278" Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Center: L = 32.000 P = -32660 Paz= -71461 M = 3537 No Fillers Tag end panl: L = 46.875 P = -26509 Paz= -48463 M = 11860 No Filler First point: P = -26509 Pa = -77625 M = 18761 Chord shear: V = 20200 C = -5798 fv = 4976 fc = -2017 f = 5078 Bot Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Ix= 0.615 Iv= 2.520 Rx = 0.613 Center: L = 64.000 P = 34047 Pa = 49041 Chord shear: V = 20200 T = 25559 fv = 12922 Web Anql Lnqth Shear Force Member Area- R T 1 66.4 76.4 11165 27891 2LL1-3/4X.155 1.037 0.541X V 1 37.1 38.3 -4731 -5931 1LL1-3/4X.125 0.422 0.3472 C 1 37.8 38.7 -7465 -9452 1L L2X2X.248~ 0.930 0.3912 T'- 46.3 44.3 4313 6244 lLL1-1/4x.109 0.261 0.2472 L' L 0.0 30.6 -3638 -3638 lLL1-1/4X.109 0.261 0.2472 C 2 46.3 44.3 -3050 -4415 1LL1-3/4X.125 0.422 0.3472 Fy = 50000 Ry = 1.242 ft = 15635 Pa Weld 31109 6.1 -7308 1.6 -9851 1.3 7819 1.9 -4207 1.1 -6358 1.2 _- Q = 1.000 Rz = 0.392 f = 15103 T - Avl W - B 11.3/ 6.4 4.1/ 3.5 4.3/ 3.7 3.9/ 3.4 3.3/ 2.5 4.4/ 3.9 Vallev Joist West Page 27 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T316 1 - 32LH928/543 x 26' 7.500 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes TOR Chord Ext BCX Holdback Pitch EP/#lL 72.000 Opp 6.000 5.000 Y 72.000 Tag 6.000 5.000 Y Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. €&CLIP 3'3", 13'4" & 21'6" FTE OAL End loads: - SJIDDead-EaukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 32.000 in Deep 315.500 in Design length 3050 # Minimum Shear 30.578 in Effective Depth 978 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/1532 Live Defl L/ 896 SJI Defl 1041097 in-#Moment 1.000 in Chord gap 0.288 in Camber 64.000 in Interior Panel 46.875 in Left End 46.875 in Right End 4 Web Vees 13199 # SJI reaction 13199 # SJI reaction Tor, Chord: 2-~~3x3x.250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Bridg c 278" IX= 2.488 Iy= 7.669 RX = 0.930 Ry = 1.633 Rz = 0.592 Center: L = 32.000 P = -32660 Paz= -71461 M = 3537 No Fillers Tag end panl: L = 46.875 P = -26509 Paz= -48463 M = 11860 No Filler First point: P = -26509 Pa = -77625 M = 18761 Chord shear: V = 20200 C - -5798 fv = 4976 fc = -2017 f = 5078 Bot Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Ix= 0.615 Iy- 2.520 RX = 0.613 Center: L = 64.000 P = 34047 Pa = 49041 Chord shear: V = 20200 T = 25559 fv = 12922 Web Anql Lnsth Shear Force Member Area- R T 1 66.4 76.4 11165 27891 2LL1-3/4x.155 1.037 0.541~ V 1 37.1 38.3 -4731 -5931 lLL1-3/4~.125 0.422 0.3472 C 137.8 38.7 -7465 -9452 1L L2X2X1248 0.930 0.3912 V i. 0.0 30.6 -3638 -3638 lLL1-1/4x.109 0.261 0.2472 C 2 46.3 44.3 -3'050 -4415 lLL1-3/4x.125 0.422 0.3472 T- 46.3 44.3 4313 6244 lLL1-1/4x.109 0.261 0.2472 Fy = 50000 Ry = 1.242 ft = 15635 Pa Weld 31109 6.1 -7308 1.6 --9851 1.3 7819 1.9 -4207 1.1 -6358 1.2 -- Q = 1.000 Rz = 0.392 f = 15103 T - Avl W - B 11.3/ 6.4 4.1/ 3.5 4.3/ 3.7 3.9/ 3.4 3.3/ 2.5 4.4/ 3.9 Vallev Joist West Page 28 V1.71 - Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2. INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T3 17 7 - 32LH928/543 x 26' 8.500 Crimped angle Parallel chord Longspan End Lensth Depth Slope Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Taa 6.000 5.000 72.000 Opp 6.000 5.000 72.000 Uniform Live load 543 #/ft full length Uniform SJI load 928 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 13'4" FTE OAL -. End loads: __ SJI m_DeaduEQukWind eft TC axial load: 0.0 Right TC axial load: 0.0 32.000 in Deep 30.578 in Effective Depth 27.000 in Clear Depth 64.000 in Interior Panel 1047457 in-#Moment 4 Web Vees - ~~ 0.0 0.0 0.0 8.2 0.0 Kips 0.0 0.0 0.0 8.2 0.0 Kips 316.500 in Design length 3059 # Minimum Shear 978 in4 IX 0 in4 Minimum Ix L/1518 Live Defl L/ 888 SJI Defl 1.000 in Chord gap 0.290 in Camber 47.125 in Left End 47.125 in Right End 13238 # SJI reaction 13238 # SJI reaction TOR Chord: 2-LL3X3x.250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Bridg < 278" Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Center: L = 32.000 P = -32854 Paz= -71461 M = 3543 No Fillers Tag end panl: L = 47.125 P = -26567 Paz= -48261 M = 11984 No Filler First point: P = -26567 Pa = -77625 M = 18967 Chord shear: V = 20200 C = -5927 fv = 4982 fc = -2062 f = 5088 Bot Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Ix= 0.615 Iy= 2.520 RX = 0.613 Ry = 1.242 RZ = 0.392 Center: L = 64.000 p = 34255 Pa = 49041 Chord shear: V = 20200 T = 25627 fv = 12957 ft = 15677 f = 15143 Web Ansl Lnqth Shear Force Member Area- R _- Pa Weld T-AvlW-B T 1 66.4 76.4 11195 27965 2LL1-3/4X.155 1.037 0.541X 31109 6.1 11.3/ 6.4 V 136.8 38.2 -4751 -5933 1LL1-3j4x.125 0.422 0.3472 -7331 1.6 4.lj 3.5 C 1 38.4 39.0 -7474 -9539 1L L2~2x.248 0.930 0.3912 -9696 1.3 4.3/ 3.8 T 2 46.3 44.3 4313 6243 lLL1-1/4x.109 0.261 0.2472 7819 1.9 3.9/ 3.4 V,' 0.0 30.6 -3639 -3639 lLL1-1/4X.109 0.261 0.2472 -4207~ 1.1 3.3/ 2.5 C - 46.3 44.3 -3059 -4429 lLL1-3/4~.125 0.422 0.3472 -6358 1.2 4.4,' 3.9 Valley Joist West Page 29 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T318 2 - 40LH868/483 x 45' 5.000 Special Crimped angle End Lenqth Depth Slope Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Parallel chord Longspan Tag 6.000 5.000 90.000 Opp 6.000 5.000 Y 90.000 Uniform Live load 483 #/ft full length Uniform SJI load 868 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point HACLIP E' 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL C RT BEARING 3-1/2" @ BE ,- - -~ ~~. ~ . - MAX SEAT WIDTH 7" E' RE End loads: __ SJImWd-Wind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kips 40.000 in Deep 541.000 in Design length 4892 # Minimum Shear 37.746 in Effective Depth 3739 in4 Ix 0 in4 Minimum Ix 32.000 in Clear Depth L/1307 Live Defl L/ 727 SJI Defl 2781574 in-#Moment 1.000 in Chord gap 0.847 in Camber 80.000 in Interior Panel 55.250 in Left End 55.250 in Ri'ght End 6 Web Vees 20566 # SJI reaction 20566 # SJI reaction TOR Chord: 2-L L4x4x.375 A = 5.719 Y = 1.138 Fy = 50000 Q = 1.000 Bridg c 349" Ix= 8.717 Iy= 24.067 Rx = 1.235 Ry = 2.051 Rz = 0.788 Center: L = 40.000 P = -72081 Paz=-149242 M = 4730 No Fillers Tag end panl: L = 55.250 P = -42910 Paz=-107619 M = 15452 No Filler First point: P = -42910 Pa =-154406 M = 24297 Chord shear: V = 20200 C = -8564 fv = 4789 fc = -1498 f = 4847 Bot Chord: 2-L L4x4x.313 A = 4.812 Y = 1.116 Fy = 50000 Q = 0.936 Ix= 7.439 Iy= 20.002 Rx = 1.243 Ry = 2.039 RZ = 0.791 Chord shear: V = 20200 T = 42910 fv = 7350 ft = 8917 f = 8597 Center: L = 80.000 P = 73692 Pa = 144362 - Vallev Joist West Page 30 V1.71 - Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T318 2 - 40LH868/483 x 45' 5.000 Special Crimped angle Parallel chord Longspan Web Awl T 1 66.8 V 1 40.9 C 1 30.8 T 2 46.7 v 2 0.0 C 2 46.7 T 3 46.7 v 3 0.0 C-3 46.7 Lnath Shear 95.8 18405 50.0 -5158 43.9-14367 55.0 10848 37.7 -4189 55.0 -7881 55.0 4914 37.7 -4254 55.0 -4892 Force Member - Area - R 46690 2L L2x2x.216 1.635 0.613~ -6829 1L L2~2x.125 0.484 0.3982 -16726 2LL1-3/4~.125 0.844 0.546X -4189 lLL1-1/2x.109 0.315 0.2972 -11483 1L LZX2x.248 0.930 0.3912 7160 lLL1-1/4x.109 0.261 0.2472 -7127 1L L2~2x.143 0.552 0.3962 15807 1L L2x2x.143 0.552 0.3962 -4254 lLL1-1/2~.109 0.315 0.2972 -- Pa Weld 49041 7.3 -7178 1.8 -17201 4.5 16547 3.7 -4792 1.3 -12488 1.6 7819 2.2 -4792 1.3 -7441 1.7 T - AVl W - B 15.6/15.6 4.4/ 4.8 8.9/ 8.9 4.7/ 5.2 3.5j 3.5 4.7/ 5.2 3.9/ 4.4 3.5/ 3.5 4.7/ 5.2 Vallev Joist West Page 31 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer:. JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T319 2 - 40LH868/483 x 45' 8.750 Special Crimped angle Parallel chord Longspan End Lenqth DeDth Slowe Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tas 6.000 5.000 90.000 Opp 6.000 5.000 Y 90.000 Uniform Live load 483 #/ft full length Uniform SJI load 868 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. €&CLIP @ 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL L RT BEARING 3-1/2" LE End loads: __ SJI mDeadmEQukWind Left TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kiws Right TC axial load: 0.0 0.0 0.0 0.0 9.8 0.0 Kihs 40.000 in Deep 544.750 in Design length 4925 # Minimum Shear 37.982 in Effective Depth 3421 in4 Ix 0 in4 Minimum Ix 33.000 in Clear Depth L/1171 Live Defl L/ 652 SJI Defl 2819325 in-#Moment 1.000 in Chord gap 0.859 in Camber 80.000 in Interior Panel 56.188 in Left End 56.188 in Right End 6 Web Vees 20702 # SJI reaction 20702 # SJI reaction TOP Chord: 2-L L3X3X.416 A = 4.646 Y = 0.902 Fy = 50000 Q = 1.000 Bridg c 284" Ix= 3.831 Iy= 12.965 Rx = 0.908 Ry = 1.670 Rz = 0.585 Center: L = 40.000 P = -72627 Pax=-112228 M = 4721 2 Fillers Tag end panl: L = 56.188 P = -42881 Paz= -65337 M = 15967 No Filler First point: P = -42881 Pa =-125439 M = 25156 Chord shear: V = 20200 C = -9241 fv = 5769 fc = -1989 f = 5854 2-L L4~4x.313 A = 4.812 Y = 1.116 Fy = 50000 Q = 0.936 Ix= 7.439 Iy= 20,002 RX = 1.243 Ry = 2.039 RZ = 0.791 Center: L = 80.000 P = 74228 Pa = 144362 Chord shear: V = 20200 T = 42881 fv = 7391 ft = 8911 f = 8630 Vallev Joist West Page 32 V1.71 - Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T319 2 - 40LH868/483 x 45' 8.750 Special Crimped angle Parallel chord Longspan Web Anql Lnqth Shear Force Member Am _. R -- Pa Weld T-AvlW-B T 1 66.7 95.8 18508 46705 2L L2x2x.216 1.635 0.613~ 49041 7.3 10.2/15.9 V 1 39.9 49.5 -5229 C 1 32.7 45.1-14399 T 2 46.5 55.2 10847 V 2 0.0 38.0 -4192 C 2 46.5 55.2 -7880 T 3 46.5 55.2 4925 V 3 0.0 38.0 -4256 C-3 46.5 55.2 -4925 -6820 -17109 15753 -4192 -11444 7153 -4256 -7153 1L L2x2x.125 2LL1-3/4~.125 1L L2X2X.143 i~~i-i/2~.109 1L L2x2x.248 lLL1-1/4X.109 lLL1-1/2X.109 1L L2X2X.143 0.484 0.3982 0.844 0.546~ 0.552 0.3962 0.315 0.2972 0.930 0.3912 0.261 0.2472 0.315 0.2972 0.552 0.3962 -7240 -16990 16547 -4757 -12419 7819 -4757 -7408 1.8 4.4/ 4.8 4.6 6.6/ 9.2 3.7 4.7/ 5.2 1.3 3.5/ 3.5 2.2 3.9/ 4.4 1.3 3.5/ 3.5 1.7 4.7/ 5.2 1.6 4.7/ 5.2 Valley Joist West Page 33 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 ,- Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T320 10 - 40LH868/483 x 45' 9.250 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 90.000 Opp 6.000 5.000 90.000 Uniform Live load 483 #/ft full length Uniform SJI load 868 #/ft full length Uniform Dead load 385 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. WCLIP @ 15'3" FTE OAL TYPE 2 CLIP @ 30'6" FTE OAL 5 RT BEARING 3-1/2" LE End loads: - SJINtWDead-EaukWind Left TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 8.2 0.0 Kips 40.000 in Deep 545.250 in Design length 4930 # Minimum Shear 37.982 in Effective Depth 3421 in4 Ix 0 in4 Minimum Ix 33.000 in Clear Depth L/1168 Live Defl L/ 650 SJI Defl 2824378 in-#Moment 1.000 in Chord gap 0.860 in Camber 56.312 in Left End 56.312 in Riqht End 80.000 in Interior panel 6 Web Vees TOP Chord: 2-L L3X3X.416 Bridg < 284" Ix= 3.831 Center: L = 40.000 Tag end panl: L = 56.312 First point: Chord shear: V = 20200 Bot Chord: 2-L L4x4x.313 Ix= 7.439 Center: L = 80.000 Chord shear: V = 20200 20720 # A = 4.646 Iy= 12.965 P = -72760 P 2 -42913 P -42913 c = -9338 A 3 4.812 Iy= 20.002 P = 74361 T = 42913 SJI reaction Y = 0.902 RX = 0.908 Pax=-112228 Paz= -65136 Pa =-125439 fv = 5771 Y = 1.116 RX = 1.243 Pa = 144362 fv = 7397 20720 # SJI-reaction Fy = 50000 Q = 1.000 Ry = 1.670 Rz = 0.585 M = 4843 2 Fillers M = 16036 No Filler M = 25272 fc = -2010 f = 5857 Fy = 50000 Q = 0.936 Ry = 2.039 Rz = 0.791 ft = 8918 f = 8637 Valley Joist West Page 34 V1.71 Job #ON02915 - 03 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR GREEN T320 10 - 40LH868/483 x 45' 9.250 Special Crimped angle Parallel chord Longspan Web Ansl Lnqth Shear T 1 66.7 95.8 18522 V 1 39.8 49.5 -5238 C 1 33.0 45.3-14403 - T 2 46.5 55.2 10847 V 2 0.0 38.0 -4193 C 2 46.5 55.2 -7880 - T 3 46.5 55.2 4930 V 3 0.0 38.0 -4257 C-3 46.5 55.2 -4930 Force 46739 -6822 17166 15752 11444 7160 -4257 -7160 -4193 Member 2L L2x2x.216 1L L2X2X.125 2LL1-3/4X.143 1L L2X2X.143 lLL1-1/2X.109 1L L2x2x.248 lLL1-1/4X.109 i~~i-i/2~.109 1L L2X2X.143 Area- R 1.635 0.613~ 0.484 0.3982 0.960 0.543~ 0.552 0.3962 0.315 0.2972 0.261 0.2472 0.315 0.2972 0.552 0.3962 0.930 0.3912 -- Pa Weld 49041 7.3 -7252 1.8 -20168 4.0 16547 3.7 -4757 1.3 -12419 1.6 7819 2.2 -4757 1.3 -7408 1.7 T-AVlW-B 10.2/15.9 4.4/ 4.8 6.6/ 9.2 4.7/ 5.2 3.5) 3.5 4.7/ 5.2 3.9/ 4.4 3.5/ 3.5 4.7/ 5.2 z 4-a/ Vallev Joist West Page 1 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer : Project: Comments : G401 JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 ASTON VIEWS CARLSBAD, CA UBC 1997 TAG COLOR YELLOW 1 - 38G5N15.5/6.36 x 36' 4.250 Special Crimped angle Parallel chord Girder End Lensth Depth. Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 6.000 2 0' 0.875 80.000 Opp 6.000 6.000 Y E 0' 1.000 2 0' 5.375 88.125 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load SDacinq Location Point TYr)e 6'8 U2 Dead ,-- 6360 6'8 U2 Live 9140 14'1-3/8 U4 Dead 6360 14'1-3/8 U4 Live 9140 21'6-3/4 U6 Dead 6360 21'6-3/4 U6 Live 9140 29'0-1/8 U8 Dead 29'0-1/8 U8 Live 6'8 U2 S JI 6'8 0'0 0'0 15500 9140 15500 7'5-3/8 14'1-3/8 U4 S JI 15500 7'5-3/8 21'6-3/4 U6 S JI 15500 7'5-3/8 29'0-1/8 U8 SJI 7'4-1/8 6360 KEEP CLEAR FOR KNIFE PLATE 8" @ RE TC HOLES 7/8" X 4" GAUGE RE @ 1-3/4" End loads: SJI&-Live&&Wind 0.0 0.0 0.0 40.1 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 40.1 0.0 Kips Left TC axial load: 0.0 38.000 in Deep 432.250 in Design length 7750 # Minimum Shear 35.987 in Effective Depth 31.000 in Clear Depth L/1182 Live Defl 89.375 in Interior Panel 38.000 in Left End 42.063 in Right End 2991 in4 Ix 0 in4 Minimum Ix L/ 485 SJI Defl 4411342 in-#Moment 1.000 in Chord gap 0.541 in Camber 5 Web Vees 32583 # SJI reaction 31417 # SJI reaction VJ Page 2 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST ~ SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW G401 1 - 38G5N15.5/6.36 x 36' 4.250 Special Crimped angle Parallel chord Girder Tow Chord: 2-L L4x4x.375 A = 5.719 Y = 1.138 Fy = 50000 Q = 1.000 Center: L = 44.688 P =-122582 Paz=-133053 M = 0 No Fillers Chord shear: V = 20200 C = -23410 fv = 10801 fc = -4094 f = 10993 IX= 8.717 Iy= 24.067 Rx = 1.235 Ry = 2.051 RZ = 0.788 Bot Chord: 2-L L3X3X.340 A = 3.849 Y = 0.875 Fy = 50000 IX= 3.243 Iy= 10.519 Rx = 0.918 Ry = 1.653 Chord shear: V = 20200 T = 46907 fv = 15913 ft = 12188 Center: L = 89.375 P = 112741 Pa = 115464 Web Ansl Lnsth Shear Force Member Area- R -- Pa Weld 7 55.3 63.2 32462 57045 2LL2-1/2x.250 2.375 0.769~ 71250 7.7 V 121.3 38.6 -1000 -1073 lLL1-1/4X.109 0.261 0.2472 -1587 0.3 C 135.8 44.4-32402 -39974 2LL2-1/2X.212 2.030 0.775X -45812 6.3 T 2 51.2 57.4 16799 26784 lLL2-1/2X.212 1.015 0.4932 30452 4.3 V 2 0.0 36.0 -1000 -1000 lLL1-1/4X.109 0.261 0.2472 -1827 0.3 C 2 51.2 57.4-16695 -26619 2L L2X2X.216 1.635 0.613~ -26429 4.1 T 3 51.2 57.4 7750 12356 1L L2X2X.125 0.484 0.3982 14.531 3.3 V 3 0.0~ 36.0 -1000 -1000 lLL1-1/4X.109 0.261 0.2472 -1827 0.3 Q = 1.000 Rz = 0.588 f = 17040 T - AVl W - B 11.4/ 8.0 3.3/ 3.5 9.4/ 7.1 3.3/ 3.3 3.3/ 3.3 5.51' 6.1 10.8/ 7.8 5.0/ 5.6 Valley Joist West Page 3 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW G402 2 - 5467N16.6/6,81 x 55' 9.500 Special Crimped angle Parallel chord Girder End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tau 6.000 6.000 Y E 0' 1.000 2 0' 4.750 94.750 Opp 6.000 6.000 Y E 0' 1.000 2 0' 4.750 94.750 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Suacinq Location Point 16600 7'10-3/4 7110-3/4 u2 S JI 9790 7'10-3/4 U2 Dead - 6810 7'10-3/4 U2 Live 9790 15'10-3/4 U4 Dead 6810 15'10-3/4 U4 Live 9790 23'10-3/4 U6 Dead 6810 23'10-3/4 U6 Live 9790 31'10-3/4 U8 Dead 6810 31'10-3/4 U8 Live 9790 39'10-3/4 U10 Dead 6810 O'O 39'10-3/4 UIO Live 9790 47'10-3/4 U12 Dead O'O 47'10-3/4 ~12 Live 16600 15'10-3/4 U4 S JI 16600 23'10-3/4 U6 S JI 16600 31'10-3/4 U8 S JI 16600 39'10-3/4 U10 SJI 16600 47'10-3/4 U12 SJI 6810 7'10-3/4 KEEP CLEAR FOR KNIFE PLATE 8" @ BE TC HOLES 7/8" x 4" GAUGE BE @ 1-3/4" End loads: - SJI NtUpDeaduEaukWind 0.0 0.0 0.0 40.1 0.0 Kips 0.0 0.0 0.0 40.1 0.0 Kips ~ 46.000 in Clear Depth L/1016 Live Defl L/ 417 SJI Defl 9720634 in-#Moment 1.000 in Chord gap 1.282 in Camber -6.000 in Interior Panel 45.375 in Left End 45.375 in Right End Left TC axial load: 0.0 54.000 in Deep 665.500 in Design length 12450 # Minimum Shear 51.656 in Effective Depth 9407 in4 Ix 0 in4 Minimum Ix Right TC axial load: 0.0 7 Web Vees 50800 # SJI reaction 50800 # SJI reaction Vallev Joist West Page 4 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW G402 2 - 54G7N16.6/6.81 x 55' 9.500 Special Crimped angle Parallel chord Girder TOP Chord: 2-L L4x4x.500 A = 7.500 Y = 1.183 Fy = 50000 Q = 1.000 Center: L = 48.000 P =-188182 Pax=-194354 M = 0 6 Fillers Fourth: L = 48.000 P =-131736 Paz=-l68630 No Fillers Chord shear: V = 20200 C = -28196 fv = 12665 fc = -3759 f = 12804 Bot Chord: 2-L L4x4x.438 A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Ix= 11.123 Iy= 32.375 RX = 1.218 Ry = 2.078 RZ = 0.782 Ix= 9.957 Iy= 28.235 RX = 1.226 Ry = 2.065 RZ = 0.785 Center: L = 96.000 P = 185123 Pa = 198729 Chord shear: V = 20200 T = 62821 fv = 14470 ft = 9483 f = 15227 - 1 ! Anql Lnqth Shear ?' 151.1 82.2 50704 v 1 19.8 C 1 29.1 T 2 42.9 v 2 0.0 C 2 42.9 T 3 42.9 v 3 0.0 C 3 42.9 T 4 42.9 v 4 0.0 54.9 -1000 59.1-50661 70.5 33989 51.7 -1000 70.5-33916 70.5 17244 51.7 -1000 70.5-17172 70.5 12450 51.7 -1000 Force Member Area- R -- Pa Weld T-AvlW-B 80730 2L L3x3x.313 3.560 0.922~ 106802 8.7 10.2/10.2 -1063 lLL1-1/2X.109 0.315 0.2972 -57979 2LL3X3X.250 2.875 0.930~ -1000 lLL1-1/2X.109 0.315 0.2972 -46299 2LL3X3X.250 2.875 0.930~ 23540 1LL2-1/2X.212 1.015 0.4932 -1000 lLL1-1/2X.109 0.315 0.2972 -23442 2LL2-1/2X.212 2.030 0.775X 46397 2L L2x2x.216 1.635 0.613~ 16995 1L L2x2x.248 0.930 0.3912 -1000 i~~i-i/2~.io9 0.315 0.2972 -1378 0.3 3.51 3.7 -1557 0.3 3.51 3.5 -61660 7.8 9.2/ 9.2 49041 7.2 9.5/ 9.5 -55599 6.2 9.61 9.6 30452 3.7 5.0/ 5.5 -1557 0.3 3.5/ 3.5 -33467 3.7 9.5/ 9.5 27915 2.3 4.51 5.0 -1557 0.3 3.5/ 3.5 Vallev Joist West Page 5 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T401 2 - 32LH224/119 x 52'10.125 Crimped angle Parallel chord Longspan End Lensth Deuth Slope Holes Tow Chord Ext BCX Holdback Pitch EP/#lL Tas 6.000 5.000 -0.438 53.063 Opp 6.000 5.000 ' 0.438 53.063 Uniform Live load 119 #/ft full length Uniform SJI load 224 #/ft full length Uniform Dead load 105 #/ft full length An additional SJI load of 1000# mav occur at anv tou chord Dane1 Doint. An additional Dead load of lOOO# may occur at aAy t'op chordLpanelApoint. H1 CLIP @ 10'6", 31'8", & 42'3" FTE OAL TYPE 2 CLIP @ 21'1" FTE OAL .CRT BEARING 3-1/2" @ RE End loads: - SJI NtUpadU&,&M Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 630.125 in Design length 1470 # Minimum Shear 30.877 in Effective Depth 606 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 544 Live Defl L/ 289 SJI Defl 1083999 in-#Moment 1.000 in Chord gap 1.149 in Camber 48.000 in Interior Panel 37.531 in Left End 37.531 in Right End 12 Web Vees 6881 # SJI reaction 6881 # SJI reaction Tow Chord: 2-LL2x2x.176 A = 1.346 Y = 0.565 Fy = 50000 Q = 0.981 Bridg c 209" Ix= 0.516 Iy= 2.042 Rx = 0.619 Ry = 1.232 Rz = 0.394 Center: L = 24.000 P = -34903 Pax= -35826 M = 448 10 Fillers Tag end panl: L = 37.531 P = -13339 Paz= -19024 M = 1830 No Filler First point: P = -13339 Pa = -36343 M = 2912 Chord shear: V = 20200 C = -4439 fv = 8112 fc = -3298 f = 8278 Bot Chord: 2-L L2x2x.156 A = 1.199 Y = 0.558 Fy = 50000 Q = 0.935 Ix= 0.464 Iy= 1.805 RX = 0.622 Ry = 1.227 Rz = 0.396 Center: L = 48.000 P = 35107 Pa = 35980 Chord shear: V = 20200 T = 10666 fv = 10336 ft- = 8894 f = 11252 Valley Joist West Page 6 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T401 2 - 32LH224/119 x 52'10.125 Crimped angle Parallel chord Longspan Web Anql Lnqth Shear T 158.8 59.7 6450 V 123.7 c 1 37.9 T 2 37.9 v 2 0.0 c 2 37.9 T 3 37.9 v 3 0.0 c 3 37.9 T 4 37.9 y- 0.0 c 4 37.9 T 5 37.9 v 5 0.0 c 5 37.9 T 6 37.9 V 6 0.0 C 6 37.9 33.7 -'1762 39.1 5099 39.1 -5711 30.9 -1550 39.1 -4613 39.1 4127 30.9 -1579 39.1 -3641 39.1 3154 30.9 -1600 39.1 -2668 39.1 2182 30.9 -1615 39.1 -1696 39.1 1470 30.9 -1623 39.1 -1470 Force Member Area- R 12465 2LLlxlx.109 0.412 0.307~ -1923 lLL1-1/4X.109 0.261 0.2472 -7233 1LL2X2X.187 0.713 0.3942 6458 lLL1-1/4X.109 0.261 0.2472 -1550 1LLlXlX.109 0.206 0.1962 -5842 lLL1-3/4X.125 0.422 0.3472 5227 lLL1-1/4X.109 0.261 0.2472 -1579 1LLlXlX.109 0.206 0.1962 -4611 lLL1-1/2X.109 0.315 0.2972 3995 lLL1-1/4X.109 0.261 0.2472 -1600 1LLlXlX.109 0.206 0.1962 -3380 lLL1-1/2X.109 0.315 0.2972 2764 lLL1-1/4X.109 0.261 0.2472 -1615 1LLlXlX.109 0.206 0.1962 -2148 lLL1-1/4x.109 0.261 0.2472 1862 lLLl-1/4X.109 0.261 0.2472 -1623 lLLlXlX.109 0.206 0.1962 -1862 lLL1-1/4X.109 0.261 0.2472 Pa Weld _- 12367 3.9 -3664 0.6 -7498 1.3 7819 2.0 -2209 0.5 -7190 1.6 7819 1.6 -2209 0.5 -4588 1.4 7819 1.2 -2209 0.5 -4588 1.0 7819 0.9 -2209 0.5 -2750 0.7 7819 0.6 -2209 0.5 -2750 0.6 T - AVl W - B 6.1/ 6.1 2.5/ 2.7 3.4/ 3.8 2.7/ 3.0 2.3/ 2.3 3.2/ 3.5 2.3/ 2.3 2.9/ 3.3 2.7,' 3.0 2.3/ 2.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0' 2.9/ 3.3 Vallev Joist West Page 7 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Pro] ect : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T402 7 - 32LH240/128 x 52'10.125 Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Taq 6.000 5.000 -0.438 53.063 Opp 6.000 5.000 0.438 53.063 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 10'6", 31'8", ti 42'3" FTE OAI, TYPE 2 CLIP @ 21'1" FTE OAL .FRT BEARING 3-1/2" @ RE End loads: SJI Dead Live Wind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kius Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 630.125 in Design length 1575 # Minimum Shear 30.871 in Effective Depth 636 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 531 Live Defl L/ 283 SJI Defl 1150175.in-#Moment 1.000 in Chord gap 1.149 in Camber 48.000 in Interior Panel 37.531 in Left End 37.531 in Right End 12 Web Vees 7301 # SJI reaction 7301 # SJI reaction TOD Chord: 2-LLZxZx.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg c 210" Ix= 0.544 Iy= 2.173 Rx = 0.617 Ry = 1.234 Rz = 0.394 Center: L = 24.000 P = -37042 Pax= -38638 M = 480 6 Fillers Tag end'panl: L = 37.531 P = -13903 Paz= -20246 M = 1961 No Filler First point: P = -13903 Pa = -38504 M = 3120 Chord shear: V = 20200 C = -4708 fv = 8097 fc = -3302 f = 8263 Bot Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Ix= 0.482 Iy= 1.888 Rx = 0.621 Ry 1.229 RZ = 0.395 Center: L = 48.000 P = 37258 Pa = 37526 Chord shear: V = 20200 T = 11322 fv = 10498 ft = 9051 f = 11432 Vallev Joist West Page 8 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T402 7 - 32LH240/128 x 52'10.125 Crimped angle Parallel chord Longspan Web Annsl Lncrth Shear v 123.7 33.7 -i8i4 T 158.8 59.7 6845 C 137.9 39.1 -6056 T 2 37.9 39.1 5403 V 2 0.0 30.9 -1587 c 2 37.9 39.1 -4885 T 3 37.9 39.1 4367 V 3 0.0 30.9 -1617 C 3 37.9 39.1 -3849 T 4 37.9 39.1 3330 1 *- 0.0 30.9 -1640 C 4 37.9 39.1 -2812 T 5 37.9 39.1 2294 V 5 0.0 30.9 -1657 C 5 37.9 39.1 -1776 T 6 37.9 39.1 1575 V 6 0.0 30.9 -1665 C 6 37.9. 39.1 -1575 Force Member 13230 2LL1-1/4~.109 -1981 1LL1-lj4x.109 -7671 1L L2~2x.216 6843 lLL1-1/4~.109 -1587 1LLlxlx.lO9 -6187 1LL1-3/4X.125 5531 lLL1-1/4~.109 -1617 lLLlXlX.109 -4875 lLL1-1/2~.125 4219 lLL1-1/4~.109 -1640 1LLlXlX.109 -3562 lLL1-1/2X.109 2906 lLL1-1/4~.109 -1657 1LLlXlX.109 -2250 lLL1-1/4~.109 1995 lLL1-1/4X.109 -1665 lLLlXlx.109 -1995 lLL1-1/4X.109 Area- R 0.521 0.387~ 0.261 0.2472 0.817 0.3922 0.261 0.2472 0.206 0.1962 0.422 0.3472 0.261 0.2472 0.206 0.1962 0.359 0.2962 0.261 0.2472 0.206 0.1962 0.315 0.2972 0.261 0.2472 0.206 0.1962 0.261 0.2472 0.261 0.2472 0.206 0.1962 0.261 0.2472 -__ Pa Weld 15637 4.1 -3665 0.6 -8537 1.2 7819 2.1 -2210 0.5 -7190 1.7 7819 1.7 -2210 0.5 -5311 1.3 7819 1.3 -2210 0.5 -4588 1.1 7819 0.9 -2210 0.5 -2751 0.7 7819 0.6 -2210 0.5 -2751 0.6 T - AVl W - B 5.9/ 5.9 2.5/ 2.7 3.4/ 3.8 2.7/ 3.0 2.3/ 2.3 3.2/ 3.5 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.7/ 3.0 2.9/ 3.3 2.3/ 2.3 2.3j 2.3 2.7/ 3.0 Vallev Joist West Page 9 V1.71 Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T403 2 - 32LH240/128 x 52'10.125 Special Crimped angle Parallel chord Longspan End Lensth DeDth Sloue Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 53.063 Opp 6.000 5.000 0.438 53.063 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOoO# may occur at any top chord panel point. - TC conc loads: Load Spacing Location Point 300 7'11-3/4 7 11-3/4 u3 SJI, Dead 300 42'4-1/4 2'6-1/8 . 10'5-7/8 U4 SJI, Dead H1 CLIP @ 10'6", 31'8", & 42'3" FTE OAL TYPE 2 CLIP @ 21'1" FTE OAL SHORT BEARING 3-1/2" @ RE End loads: - SJIm&xJ&-W Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 630.125 in Design length 1650 # Minimum Shear 30.866 in Effective Depth 661 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 551 Live Defl L/ 283 SJI Defl 1182819 in-#Moment 1.000 in Chord gap . 1.149 in Camber 37.531 in Left End 37.531 in Right Gnd 7798 # SJI reaction 7405 # SJI reaction 48.000 in Interior Panel 12 Web Vees TOP Chord: 2-LL2x2x.187 Bridg c 210" Ix= 0.544 Center: L = 24.000 Tag end panl: L = 37.531 First point: Chord shear: V = 20200 Bot Chord: 2-LL2x2x.176 IX= 0.516 Center: L = 48.00~0 . .ord shear: V = 20200 - A = 1.426 Iy= 2.173 P = -38185 P = -14726 P = -14726 C = -5095 A = 1.346 Iy= 2.042 P = 38321 T = 12145 Y = 0.569 Rx = 0.617 Pax= -38638 Paz= -20246 Pa = -38504 fv = 8760 Y = 0.565 RX = 0.619 fv = 10428 Pa = 40381 Fy = 50000 Ry = 1.234 M = 480 M = 1937 M = 3168 fc = -3573 Fy = 50000 Ry = 1.232 ft = 9023 Q = 1.000 Rz = 0.394 10 Fillers No Filler f = 8940 Q = 0.981 RZ = 0.394 f = 11362 Vallev Joist West Page 10 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T403 2 - 32LH240/128 x 52'10.125 Special Crimped angle Parallel chord Longspan Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T 158.8 59.7 7341 14191 2LL1-1/4x.109 0.521 0.387x 15637 4.4 V 123.7 33.7 c 137.9 39.1 T 2 37.9 39.1 V 2 9.8 31.3 C 2 38.8 39.6 T 3 36.9 38.6 V 3 0.0 30.9 c 3 37.9 39.1 ?- 37.9 39.1 b 4 0.0 30.9 c 4 37.9 39.1 T 5 37.9 39.1 V 5 0.0 30.9 c 5 37.9 39.1 T 6 37.9 39.1 V 6 0.0 30.9 C 6 37.9 39.1 -1818 -6553 5952 -1901 -5125 4255 -1617 -3745 3227 -1648 -2709 2191 -1663 -1673 1650 -1671 -1650 -1985 1LL1-lj4x.109 0.261 0.2472 -8300 1L L2X2X.216 0.817 0.3922 7540 lLL1-1/4X.109 0.261 0.2472 -1929 1LLlXlX.109 0.206 0.1962 -6575 1LL1-3/4X.125 0.422 0.3472 5322 lLL1-1/4X.109 0.261 0.2472 -1617 lLLlXlX.109 0.206 0.1962 -4744 lLL1-1/2X.125 0.359 0.2962 4088 lLL1-1/4x.109 0.261 0.2472 -1648 1LLlXlX.109 0.206 0.1962 -3431 lLL1-1/2X.109 0.315 0.2972 2775 lLL1-1/4X.109 0.261 0.2472 -1663 1LLlXlX.109 0.206 0.1962 -2119 lLL1-1/4x.109 0.261 0.2472 2090 lLL1-1/4X.109 0.261 0.2472 -1671 lLLlXlX.109 0.206 0.1962 -2090 lLL1-1/4x.109 0.261 0.2472 -3666 -8539 7819 -2147 -7112 7819 -2210 -5311 7819 -2210 -4589 7819 -2210 -2751 7819 -2210 -2751 0.6 1.3 2.3 0.6 1.8 1.6 0.5 1.3 1.3 0.5 1.1 0.9 0.5 0.7 0.6 0.5 0.6 T - AVl W - B 5.9/ 5.9 2.5/ 2.7 3.4/ 3.8 2.7/ 3.0 3.2/ 3.5 2.6/ 3.0 2.3/ 2.3 2.2/ 2.3 2.9) 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.9/ 3.3 2.3) 2.3 2.7/ 3.0 2;7/ 3.0 2.3/ 2.3 2.7/ 3.0 Vallev Joist West Page 11 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T404 1 - 32LH240/128 x 52' 7.125 Crimped angle Parallel chord Longspan - End Lensth Depth Slope Holes Tow Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 Y 51.563 Opp 6.000 5.000 0.438 51.563 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of loOO# may occur at any top chord panel point. H1 CLIP @ 10'6", 31'8", & 42'3" FTE OAL TYPE 2 CLIP 6' 21'1" FTE OAL ..' RT BEARING 3-1/2" @, RE End loads: SJINtUpw-Equk- Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 627.125 in Design length 1568 # Minimum Shear 30.871 in Effective Depth 636 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 538 Live Defl L/ 287 SJI Defl 1139996 in-#Moment 1.000 in Chord gap 1.138 in Camber 48.000 in Interior Panel 36.781 in Left End 36.781 in Right End 12 Web Vees 7271 # SJI reaction 7271 # SJI reaction Tow Chord: 2-LL2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg e 210" Ix= 0.544 Iy= 2.173 Rx = 0.617 Ry = 1.234 Rz = 0.394 Center: L = 24.000 P = -36712 Pax= -38638 M = 480 6 Fillers Tag end panl: L = 36.781 P = -13581 Paz= -20789 M = 1885 No Filler First point: P = -13581 Pa = -38504 M = 2994 Chord shear: V = 20200 C = -4704 fv = 8089 fc = -3299 f = 8255 Bot Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Ix= 0,482 Iy= 1.888 Rx = 0.621 Ry = 1.229 Rz = 0.395 Center: L = 48.000 P = 36928 Pa = 37526 Chord shear: V = 20200 T = 10956 fv = 10467 ft = 8759 f = 11346 c Valley Joist West Page 12 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T4 04 1 - 32LH240/128 x 52’ 7.125 Crimped angle Parallel chord Longspan Web Anql T 1 58.1 V 1 22.5 c 137.9 T 2 37.9 v 2 0.0 c 2 37.9 T 3 37.9 v 3 0.0 c 3 37.9 T 4 37.9 0.0 T ’- c 4 37.9 T 5 37.9 v 5 0.0 c 5 37.9 T 6 37.9 V 6 0.0 C 6 37.9 Lnqth 58.4 33.4 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 Shear 6824 -1798 -6051 5404 -1585 -4886 4368 -1616 -3850 3331 -1639 -2813 2295 -1655 -1777 1568 -1664 -1568 Force Member 12908 2LL1-1/4X.109 -1946 lLL1-1/4x.109 -7664 1L L2XZx.216 6846 lLL1-1/4~.109 -1585 1LLlXlX.lO9 -6189 1LL1-3/4X.125 -1616 1LLlXlX.109 5533 lLL1-1/4X.109 -4876 lLL1-1/2~.125 4220 lLL1-1/4~.109 lLLl - 1 /2x. 10 9 2907 lLL1-1/4~.109 -1655 1LLlXlX.109 -2250 lLL1-1/4~.109 1986 lLL1-1/4~.109 -1986 lLL1-1/4~.109 -1639 1LLlXlX.109 . - 3 563 -1664 lLLlxlx.109 Area- R 0.521 0.387~ 0.261 0.2472 0.817 0.3922 0.261 0.2472 0.206 0.1962 0.422 0.3472 0.261 0.2472 0.206 0.1962 0.359 0.2962 0.261 0.2472 0.206 0.1962 0.315 0.2972 0.261 0.2472 0.206 0.1962 0.261 0.2472 0.261 0.2472 0.206 0.1962 0.261 0.2472 -- Pa Weld 15637 4.0 -3718 0.6 -8537 1.2 7819 2.1 -2210 0.5 -7190 1.7 7819 1.7 -2210 0.5 -5311 1.3 7819 1.3 -2210 0.5 -4588 1.1 7819 0.9 .-2210 0.5 -2751 0.7 7819 0.6 -2210 0.5 -2751 0.6 T - AVl W - B 5.9/ 5.9 2.5j 2.7 3.4/ 3.8 3.2/ 3.5 2.3/ 2.3 2.9/ 3.3 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 Valley Joist West Page 13 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #10002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T405 2 - 32LH224/119 x 52' 7.625 Crimped angle Parallel chord Longspan End Lensth Delsth Sloue Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 51.813 Opp 6.000 5.000 0.438 51.813 Uniform Live load 119 #/ft full length Uniform SJI load 224 #/ft full length Uniform Dead load 105 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 10'6", 31'8", & 42'3" FTE OAL TYPE 2 CLIP @ 21'1" FTE OAL .?- RT BEARING 3-1/2" @ RE End loads: __ SJI DDeaduukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 627.625 in Design length 1464 # Minimum Shear 30.877 in Effective Depth 606 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 550 Live Defl L/ 292 SJI Defl 1076037 in-#Moment 1.000 in Chord gap 1.140 in Camber 48.000 in Interior Panel 36.906 in Left End 36.906 in Riqht End 12 Web Vees TOP Chord: 2-LL2x2x.176 Bridg c 209" Ix= 0.516 Center: L = 24.000 Tag end panl: L = 36.906 First point: Chord shear: V = 20200 Bot Chord: 2-L L2x2x.156 Center: L = 48.000 Chord shear: V = 20200 IX= 0.464 6858 # SJI reaction A = 1.346 Iy= 2.042 P -34645 P = -13086 P = -13086 C = -4436 A = 1.199 Iy= 1.805 P = 34849 T = 10380 Y = 0.565 RX = 0.619 Pax= -35826 Paz= -19435 Pa = -36343 fv = 8106 Y = 0.558 RX = 0.622 Pa = 35980 fv = 10311 6858 # SJI-reaction Fy = 50000 Ry = 1.232 M = 448 M = 1771 M = 2814 fc = -3295 Fy = 50000 Ry = 1.227 ft = 8655 Q = 0.981 Rz = 0.394 10 Fillers No Filler f = 8272 Q = 0.935 Rz = 0.396 f = 11182 Page 14 V1.71 Valley Joist West Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T405 2 - 32LH224/119 x 52' 7.625 Crimped angle Parallel chord Longspan T1 v1 c1 T2 v2 c2 T3 v3 c3 T4 F- c4 T5 v5 c5 T6 V6 C6 Anql 58.2 22.7 37.9 37.9 0.0 37.9 37.9 0.0 37.9 37.9 0.0 37.9 37.9 0.0 37.9 37.9 0.0 37.9 Lnsth 58,6 .33.5 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 Shear 6434 -1749 -5707 5100 -1549 -4614 4128 -1578 -3641 3155 -1599 -2669 2183 -1614 -1696 1464 -1621 -1464 Force Member m- R 12212 2LLlxlx.109 0.412 0.307~ -1896 lLLlXlX.109 0.206 0.1962 -7228 1LL2X2X.187 0.713 0.3942 6460 lLL1-1/4X.109 0.261 0.2472 -1549 lLLlXlX.109 0.206 0.1962 -5844 1LL1-3/4X.125 0.422 0.3472 5228 lLL1-1/4x.109 0.261 0.2472 -1578 lLLlXlX.109 0.206 0.1962 -4612 lLL1-1/2X.109 0.315 0.2972 3996 lLL1-1/4x.109 0.261 0.2472 -1599 lLLlXlX.109 0.206 0.1962 -3380 lLL1-1/2X.109 0.315 0.2972 2765 lLL1-1/4x.109 0.261 0.2472 -1614 1LLlXlX.109 0.206 0.1962 -2149 lLL1-1/4X.109 0.261 0.2472 1855 lLL1-1/4x.109 0.261 0.2472 -1621 lLLlXlX.109 0.206 0.1962 -1855 lLL1-1/4x.109 0.261 0.2472 Pa Weld 12367 3.8 -- -1880 0.6 -7498 1.3 7819 2.0 -2209 0.5 -7190 1.6 7819 1.6 -2209 0.5 -4588 1.4 7819 1.2 -2209 0.5 -4588 1.0 7819 0.9 -2209 0.5 -2750 0.7 7819 0.6 -2209 0.5 -2750 0.6 ' T - AVl W - B 6.0/ 6.0 3.4,' 3.8 2.2/ 2.4 2.7/ 3.0 2.3/ 2.3 3.2/ 3.5 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/. 2.3 2.7/ 3.0 2.7/ 3.0 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 Vallev Joist West Page 15 V1.71 Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Pro] ect : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T406 3 - 32LH240/128 x 52' 7.625 Crimped angle Parallel chord Longspan End Lenqth Deuth SloDe Holes TOO Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 51.813 Opp 6.000 5.'000 0.438 51.813 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HI. CLIP @ 10'6", 31'8", & 42'3" FTE OAL TYPE 2 CLIP @ 21'1" FTE OAL CRT BEARING 3-1/2" @ RE End loads: SJI Dead Live Wind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 627.625 in Design length 1569 # Minimum Shear 30.871 in Effective DeDth 636 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth 48.000 in Interior Panel 1141689 in-#Moment 12 Web Vees Tor, Chord: 2-LL2x2x.187 Bridg c 210" Ix= 0.544 Center: L = 24.000 Tag end panl: L = 36.906 First point: Chord shear: V = 20200 Bot Chord: 2-L L2x2x.163 Ix= 0.482 Center: L = 48.000 Chord shear: V = 20200 L/ 537 Live Defl L/ 287 SJI Defl 1.000 in Chord gap 1.140 in Camber 36.906 in Left End 36.906 in Right End 7276 # SJI reaction A = 1.426 Iy= 2.173 P = -36767 P = -13634 P = -13634 C = -4705 A = 1.251 P = 36983 T = 11017 1y= 1.888 Y = 0.569 Rx = 0.617 Pax= -38638 Paz= -20699 Pa = -38504 fv = 8090 Y = 0.560 Rx = 0.621 fv = 10472 Pa = 37526 7276 # SJI-reaction Fy = 50000 Ry = 1.234 M = 480 M = 1897 M = 3015 fC = -3299 Fy = 50000 Ry = 1.229 ft = 8808 Q = 1.000 Rz = 0.394 No Filler f = 8257 Q = 0.952 RZ = 0.395 f = 11360 6 Fillers Vallev Joist West Page 16 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T406 3 - 32LH240/128 x 52' 7.625 Crimped angle Parallel chord Longspan Web Anql Lnsth Shear T 1 58.2 58.6 6828 v 1 22.7 c 1 37.9 T 2 37.9 v 2 0.0 c 2 37.9 T 3 37.9 v 3 0.0 c 3 37.9 T 4 37.9 7- 0.0 c 4 37.9 T 5 37.9 v 5 0.0 c 5 37.9 T 6 37.9 V 6 0.0 C 6 37.9. 33.5 -1801 39.1 -6051 39.1 5404 30.9 -1586 39.1 -4886 39.1 4368 30.9 -1616 39.1 -3849 39.1 3331 30.9 -1639 39.1 -2813 39.1 2295 30.9 -1655 39.1 -1776 39.1 1569 30.9 -1664 39.1 -1569 Force 12961 -1952 -7665 6845 -1586 -6189 5532 -1616 -4876 4219 -1639 -3563 2907 -1655 -2250 1987 -1664 -1987 Member 2LL1-1/4X.109 lLLl-lj4X. 109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 1L L2x2x.216 1LLlXlX.lO9 lLL1-3/4X.125 1LLlXlX.lO9 lLL1-1/2~.125 1LLlXlX.lO9 1LLlXlX.lO9 1LLlxlx.lO9 Area. - R 0.521 0.387~ 0.261 0.2472 0.817 0.3922 0.261 0.2472 0.206 0.1962 0.422 0.3472 0.261 0.2472 0.206 0.1962 0.359 0.2962 0.261 0.2472 0.206 0.1962 0.315 0.2972 0.261 0.2472 0.206 0.1962 0.261 0.2472. 0.261 0.2472 0.206 0.1962 0.261 0.2472 -- Pa Weld 15637 4.0 -3709 0.6 -8537 1.2 7819 2.1 -2210 0.5 -7190 1.7 7819 1.7 -2210 0.5 -5311 1.3 7819 1.3 -2210 0.5 -4588 1.1 7819 0.9 -2210 0.5 -2751 0.7 7819 0.6 -2210 0.5 -2751 0.6 T -AVlW - B 5.9/ 5.9 2.5/ 2.7 3.4/ 3.8 2.7/ 3.0 2.3/ 2.3 3.2/ 3.5 2.7/ 3.0 2.9/ 3.3 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 . Valley Joist West Page 17 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T407 1 - 32LH232/124 x 52' 9.625 Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 Y 52.813 Opp 6.000 5.000 0.'438 52.813 Uniform Live load 124 #/ft full length Uniform SJI load 232 #/ft full length Uniform Dead load 108 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 10'6", 31'8", & 42'3" FTE OAL TYPE 2 CLIP @ 21'1" FTE OAL 9?RT BEARING 3-1/2" @ RE End loads: - SJI NtUDDeadwEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 629.625 in Design length 1522 # Minimum Shear 30.873 in Effective Depth 622 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 537 Live Defl L/ 287 SJI Defl 1115440 in-#Moment 1.000 in Chord gap 1.147 in Camber 48.000 in Interior Panel 37.406 in Left End 37.406 in Right End 12 Web Vees 7086 # SJI reaction 7086 # SJI reaction Top Chord: 2-LL2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg < 210" Ix= 0.544 Iy= 2.173 Rx = 0.617 Ry = 1.234 Rz = 0.394 Center: L = 24.000 P = -35920 Pax= -38638 M = 464 6 Fillers Tag end panl: L = 37.406 P = -13564 Paz= -20337 M = 1883 No Filler First point: P = -13564 Pa = -38504 M = 2996 Chord shear: V = 20200 C = -4573 fv = 7865 fc = -3207 f = 8026 Bot Chord: 2-L L2x2x.156 A = 1.199 Y = 0.558 Fy = 50000 Q = 0.935 Ix= 0.464 Iy= 1.805 Rx = 0.622 Ry = 1.227 RZ = 0.396 Center: L = 48.000 P = 36130 Pa = 35980 Chord shear: V = 20200 T = 10935 fv = 10648 ft = 9118 f = 11582 Vallev Joist West Page 18 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T407 1 - 32LH232/124 x 52' 9.625 Crimped angle Parallel chord Longspan web T1 v1 c1 T2 v2 c2 T3 v3 c3 T4 \- c-l T5 v5 c5 T6 V6 C6 Anql 58.7 23.5 37.9 37.9 0.0 37.9 37.9 0.0 37.9 37.9 0.0 37.9 37.9 0.0 37.9 37.9 0.0 37.9 Lnqth Shear 59.5 6644 33.7 -1785 39.1 -5883 39.1 5251 30.9 -1568 39.1 -4749 39.1 4247 30.9 -1598 39.1 -3745 39.1 3243 30.9 -1620 '39.1 -2740 39.1 2238 30.9 -1635 39.1 -1736 39.1 1522 30.9 -1644 39.1 -1522 Force Member Area- R -i%6 i~~i-i/4~.iog 0.261 0.2472 12795 2LL1-1/4X.109 0.521 0.387% -7451 1LLZX2X.187 0.713 0.3942 6651 lLL1-1/4x.109 0.261 0.2472 -1568 lLLlxlx.109 0.206 0.1962 -6015 1LL1-3/4X.125 0.422 0.3472 5379 lLL1-1/4~.109 0.261 0.2472 -4743 lLL1-1/2x.125 0.359 0.2962 -1598 lLLlxlx.109 0.206 0.1962 4107 lLL1-1/4x.109 0.261 0.2472 -1620 lLLlxlx.109 0.206 0.1962 2835 lLL1-1/4x.109 0.261 0.2472 -1635 lLLlxlx.109 0.206 0.1962 -2199 lLL1-1/4x.109 0.261 0.2472 1927 lLL1-1/4x.109 0.261 0.2472 -1644 lLLlxlx.109 0.206 0.1962 -1927 lLL1-1/4x.109 0.261 0.2472 -3471 lLLl-1/2~.109 0.315 0.2972 -- Pa Weld 15637 4.0 -3674 0.6 -7499 1.3 7819 2.1 -2209 0.5 -7190 1.6 7819 1.7 -2209 0.5 -5310 1.3 7819 1.3 -2209 0.5 -4588 1.1 7819 0.9 -2209 0.5 -2750 0.7 7819 0.6 -2209 0.5 -2750 0.6 T - AVlW - B 5.9/ 5.9 3.4/ 3.8 2.5/ 2.7 2.7/ 3.0 2.3/ 2.3 3.2/ 3.5 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.31 2.3 2.9) 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 Vallev Joist West Page 19 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW T408 1 - 32LH240/128 x 52' 9.625 Crimped angle Parallel chord Longspan - End Lencrth DeDth SloDe Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 Y 52.813 Opp 6.000 5.000 ' 0.438 52.813 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 10'6", 31'8", & 42'3" FTE OAL TYPE 2 CLIP @ 21'1" FTE OAL .MRT BEARING 3-1/2" @ RE End loads: - SJI NtUpm-mwind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 629.625 in Design length 1574 # Minimum Shear 30.871 in Effective Depth 636 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 532 Live Defl L/ 284 SJI Defl 1148475 in-#Moment 1.000 in Chord gap 1.147 in Camber 48.000 in Interior Panel 37.406 in Left End 37.406 in Right End 12 Web Vees 7296 # SJI reaction 7296 # SJI reaction TOD Chord: 2-LL2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg c 210" Ix= 0.544 Iy= 2.173 Rx = 0.617 Ry = 1.234 Rz = 0.394 Center: L = 24.000 P = -36986 Pax= -38638 M = 480 6 Fillers Tag end panl: L = 37.406 P = -13849 Paz= -20337 M = 1948 No Filler First point: P = -13849 Pa = -38504 M = 3099 Chord shear: V = 20200 C = -4708 fv = 8095 fc = -3301 f = 8262 Bot Chord: 2-L LZx2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Ix= 0,482 Iy= 1.888 RX = 0.621 Ry = 1.229 RZ = 0.395 Center: L = 48.000 P = 37203 Pa = 37526 Chord shear: V = 20200 T = 11261 fv = 10493 ft = 9003 f = 11418 Valley Joist West Page 20 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAJJ, CA Comments: UBC 1997 TAG COLOR YELLOW T408 1 - 32LH240/128 x 52' 9.625 Crimped angle Parallel chord Longspan Web Ansl T 1 58.7 V 1 23.5 c 1 37.9 T 2 37.9 v 2 0.0 c 2 37.9 T 3 37.9 v 3 0.0 c 3 37.9 T 4 37.9 v- 0.0 c f 37.9 T 5 37.9 v 5 0.0 c 5 37.9 T 6 37.9 V 6 0.0 C 6 37.9 Lnsth 59.5 33.7 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 Shear 6841 - 18 1'2 -6055 5403 -1587 -4885 4367 -1617 -3849 3331 -1640 -2812 2294 -1656 -1776 1574 -1665 -1574 Force 13176 -1975 -7670 6844 -1587 -6188 5531 -1617 -4875 4219 -1640 -3562 -1656 -2250 1994 -1665 -1994 2906 Member 2LL1-1/4X.109 lLLl-lj4X. 109 1L L2x2x.216 1LLlXlX.lO9 lLL1-3/4~.125 1LLlXlX.lO9 lLL1-1/2~.125 1LLlXlX.lO9 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 1LLlXlX.lO9 1LLlXlX.lO9 Area 0.521 0.261 0.817 0.261 0.206 0.422 0.261 0.206 0.359 0.261 0.206 0.315 0.261 0.206 0.261 0.261 0.206 0.261 0.387~ 0.2472 0.3922 0.2472 0.1962 0.3472 0.2472 0.1962 0.2962 0.2472 0.1962 0.2972 0.2472 0.1962 0.2472 0.2472 0.1962 0.2472 -- Pa Weld T-AvlW-B 15637 4.1 5.9/ 5.9 -3674 0.6 -8537 1.2 7819 2.1 -2210 0.5 -7190 1.7 7819 1.7 -2210 0.5 -5311 1.3 7819 1.3 -2210 0.5 -4588 1.1 7819 0.9 -2210 0.5 -2751 0.7 7819 0.6 -2210 0.5 -2751 0.6 2.5; 2.7 2.7/ 3.0 2.3/ 2.3 3.2/ 3.5 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 3.4/ 3.8 2.7; 3.0 2.3/ 2.3 2.9/ 3.3 2.3/ 2.3 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.7/ 3.0 2.7/ 3.0 Valley Joist West Page 21 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #10002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW J401 1 - 30K232/124 x 45'10.125 Crimped angle Parallel chord Shortspan End Lensth Depth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Taa 4.000 4.875 -0.438 Y E 0' 1.500 54.000 op; 4.000 5.000 0.438 54.000 Uniform Live load 124 #/ft full length Uniform SJI load 232 #/ft full length Uniform Dead load 108 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 9'2", 18'5", 36'10" FTE OAL 7-'E 1 CLIP @ 27'7" FTE OAL L3RT BEARING 3-1/2" @ RE *****BDL 4-7/8"***** ******BDR 5"****** End loads: - SJI mm-u-kWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 30.000 in Deep 546.125 in Design length 1320 # Minimum Shear 28.945 in Effective Depth 476 in4 Ix 0 in4 Minimum Ix 26.250 in Clear Depth L/ 630 Live Defl L/ 337 SJI Defl 873536 in-#Moment 1.000 in Chord gap 0.863 in Camber 48.000 in Interior Panel 28.531 in Left End 28.531 in Right End 11 Web Vees 6279 # SJI reaction 6279 # SJI reaction Top Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Bridg < 178" Ix= 0.482 Iy= 1.888 Rx = 0.621 Ry = 1.229 Rz = 0.395 Center: L = 24.000 P = -30179 Pax= -31142 6 Fillers Eighth: L = 24.000 P = -26930 Paz= -27205 No Fillers Tag end panl: L = 28.531 P = -13301 Paz= -22353 M = 1113 No Filler First point: P = -13301 Pa = -33773 M = 1708 Chord shear: V = 20200 C = -935 fv = 8201 fC = -748 f = 8210 Bot Chord: 2-LL1-3/4x.155 A = 1.037 Y = 0.495 Fy = 50000 Q = 0.983 Ix= 0.304 Iy= 1.330 Rx = 0.541 Ry = 1.133 Rz = 0.345 Center: L = 48.000 P = 29390 Pa = 31109 Chord shear: V = 20200 T = 10614 fv = 10891 ft = 10236 f = 12033 Valley Joist West Page 22 V1.71 - , Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #10002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW 5401 1 - 30K232/124 x 45'10.125 Crimped angle Parallel chord Shortspan Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 1 60.9 54.0 5908 12148 AU - 29/32 0.645 0.226 17406 1.3 ~~ V 1 39.0 33.8 -1603' -2064 lLL1-1/4X.109 0.261 0.2472 -2072 0.6 2.7/ 2.7 C 1 9.9 26.6 -5347 -5428 lLL1-3/4~.125 0.422 0.3472 -6627 1.5 3.0/ 2.8 T 2 39.7 34.1 4796 6230 lLL1-1/4x.109 0.261 0.2472 7819 1.9 2.7/ 2.7 V 2 0.0 26.3 c 2 39.7 34.1 T 3 39.7 34.1 V 3 0.0 26.3 c 3 39.7 34.1 T 4 39.7 34.1 v-' 0.0 26.3 c -4 39.7 34.1 T 5 39.7 34.1 V 5 0.0 26.3 c 5 39.7 34.1 T 6 39.7 34.1 V 6 0.0 26.3 -1550 -4288 3780 -1578 -3272 2764 -1599 -2256 1748 -1611 -1320 1320 -1615 -1550 -5570 4910 -1578 -4250 3590 -1599 -2930 2271 -1611 -1714 1714 -1615 1LLlXlX.lO9 1LL1-3/4~.125 1LLlXlX.lO9 1LL1-3/4X.125 lLL1-.1/4X. 109 1LLlXlX.lO9 lLL1-1/2X.109 1LLlXlX.lO9 1LL1-1/4X.109 lLL1-1/4X.109 1LLlXlX.lO9 1LL1-1/4x. 109 lLL1-1/4X. 109 0.206 0.1962 0.422 0.3472 0.261 0.2472 0.206 0.1962 0.422 0.3472 0.261 0.2472 0.206 0.1962 0.315 0.2972 0.261 0.2472 0.206 0.196~ 0.261 0.2472 0.261 0.2472 0.206 0.1962 -1719 -6154 7819 -1719 -6154~ 7819 -1719 -3573 7819 -1719 -2035 7819 -1719 0.5 1.5 1.5 0.5 1.1 1.1 0.5 0.9 0.7 0.5 0.5 0.5 0.5 2,3/ 3.2/ 2.7/ 2.3/ 3.2/ 2.71 2.31 2.91 2.7/ 2.3/ 2.71 2.7/ 2.3/ 2.0 3.2 2.7 2.0 3.2 2.7 2.0 3.0 2.7 2.0 2.7 2.7 2.0 Page 23 V1.71 Vallev Joist West - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST ~ ~~ SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW 5402 2 - 30K240/128 x 45'10.125 Special Crimped angle Parallel chord Shortspan End Lenqth Depth Slor)e Holes Tor) Chord Ext BCX Holdback Pitch EP/#lL Taq 4.000 4.875 -0.438 ' Y E 0' 1.500 54.000 .~ ... opp 4.000 5.000 0.438 54.000 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. bFCLIP @ 9'2", 18'5", 36'10" FTE OAL 'ILr'E 1 CLIP @ 27'7" FTE OAL SHORT BEARING 3-1/2" @ RE *****BDL 4-7/8"***** ******BDR 571****** End loads: SJImDead-mWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 30.000 in Deep 546.125 in Design length 1365 # Minimum Shear 28.945 in Effective Depth 476 in4 Ix 0 in4 Minimum Ix 26.250 in Clear Depth L/ 610 Live Defl L/ 325 SJI Defl 895283 in-#Moment 1.000 in Chord gap 0.863 in Camber 48.000 in Interior Panel 28.531 in Left End 28.531 in Right End 11 Web Vees 6461 # SJI reaction 6461 # SJI reaction TOR Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Bridg c 178" Ix= 0.482 Iy= 1.888 Rx = 0.621 Ry = 1.229 Rz = 0.395 Center: L = 24.000 P = -30930 Pax= -31142 10 Fillers Sixth: L = 24.000 P = -23410 Paz= -27205 No Fillers Tag end panl: L = 28.531 P = -13572 Paz= -22353 M = 1151 No Filler First point: P = -13572 Pa = -33773 M = 1767 Chord shear: V = 20200 C = -962 fv = 8437 fc = -769 f = 8446 Bot Chord: 2-LL1-3/4x.155 A = 1.037 Y = 0.495 Fy = 50000 Q = 0.983 Ix= 0,304 Iy= 1.330 RX = 0.541 Ry = 1.133 Rz = 0.345 Center: L = 48.000 P = 30242 Pa = 31109 Chord shear: V = 20200 T = 10924 fv = 11209 ft = 10535 f = 12385 - Vallev Joist West Page 24 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #loo02 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW 5402 2 - 30K240/128 x 45'10.125 Special Crimped angle Parallel chord Shortspan -- Pa Weld Web Anql Lnath Shear Force Member Area- R T 1 60.9 54.0 6081 12502 AU - 29/32 0.645 0.226 17406 1.4 v1 c1 T2 v2 c2 T3 v3 c3 T- v-& c4 T5 v5 c5 T6 V6 39.0 9.9 39.7 0.0 39.7 39.7 0.0 39.7 39.7 0.0 39.7 39.7 0.0 39.7 39.7 0.0 33.8 -1623 26.6 -5501 34.1 4932 26.3 -1568 3,4.1 -4408 34.1 3884 26.3 -1597 34.1 -3360 34.1 2836 26.3 -1618 34.1 -2312 34.1 1788 26.3 -1630 34.1 -1365 34.1 1365 26.3 -1635 -2090 lLL1-1/4X.109 0.261 0.2472 -5584 lLL1-3/4x.125 0.422 0.3472 6406 lLL1-1/4x.109 0.261 0.2472 -1568 lLLlxlx.109 0.206 0.1962 -5726 1LL1-3/4x.125 0.422 0.3472 5045 lLL1-1/4x.109 0.261 0.2472 -1597 lLLlxlx.109 0.206 0.1962 -4364 lLL1-3/4x.125 0.422 0.3472 3684 lLL1-1/4x.109 0.261 0.2472 -3003 lLL1-1/2x.109 0.315 0.2972 2323 lLL1-1/4x.109 0.261 0.2472 -1774 lLL1-1/4x.109 0.261 0.2472 1774 lLL1-1/4x.109 0.261 0.2472 -1635 lLLlxlx.109 0.206 0.1962 -1618 lLLlXlX.109 0.206 0.1962 -1630 1LLlXlX.109 0.206 0.1962 -2072 0.6 -6627 1.5 -1719 0.5 -6154 1.5 7819 1.6 -1719 0.5 -6154 1.2 7819 1.1 -1719 0.5 -3573 0.9 7819 0.7 -1719 0.5 -2035 0.5 7819 0.5 7819 2.0 -1719 0.5 T-AVlW-B 2.71 2.7 3.0/ 2.8 2.31 2.0 3.2/ 3.2 2.7/ 2.7 2.3/ 2.0 3.2/ 3.2 2.7/ 2.7 2.3/,2.0 2.9/ 3.0 2.71 2.7 2.3/ 2.0 2.7/ 2.7 2.7/ 2.7 2.7/ 2.7 2.31 2.0 Valley Joist West Page 25 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW 5403 4 - 30K224/119 x 45' 7.625 Special Crimped angle Parallel chord Shortspan - End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Taq 4.000 4.875 -0.438 E 0' 2.000 54.000 Opp 4.000 5.000 0.438 54.000 Uniform Live load 119 #/ft full length Uniform SJI load 224 #/ft full length Uniform Dead load 105 #/ft full length An additional SJI load of loOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. €9-CLIP @ 9'2", 18'5", 36'10" FTE OAL lA2E 1 CLIP @ 27'7" FTE OAL * * * *BDL 4 - 7 /8 I! * * * * * * * * * * *BDR 5 n * * * * * * SHORT BEARING 3-1/2" @ RE End loads: __ S JI Left TC axial load: 0.0 30.000 in Deep 28.952 in Effective Depth 26.250 in Clear Depth 846454 in-#Moment 48.000 in Interior Panel Right TC axial load: 0.0 11 Web Vees mDeadLiveEaukWind 7.2 .O.O Kim 0.0 0.0 0.0 0.0 0.0 0.0 7.2 0.0 Kips 543.625 in Design length 1268 # Minimum Shear 448 in4 Ix 0 in4 Minimum Ix L/ 626 Live Defl L/ 332 SJI Defl 1.000 in Chord gap 0.855 in Camber 27.906 in Left End 27.906 in Right End 6074 # SJI reaction 6074 # SJI reaction TOD Chord: 2-L L2x2x.156 Bridg c 178" Ix= 0.464 Center: L = 24.000 Sixth: L = 24.000 Tag end panl: L = 27.906 First point: Chord shear: V = 20200 Bot Chord: 2-LL1-3/4x.143 IX= 0.283 Center: L = 48.000 Chord shear: ~-V. = 20200 F A = 1.199 Iy= 1.805 P = -29237 P = -22122 P = -13009 P = -13009 C = -683 A = 0.960 Iy= 1.225 P = 28290 T = 10269 Y = 0.558 RX = 0.622 Pax= -29375 Paz= -25723 Paz= -21458 Pa = -32382 fv = 8317 Y = 0.490 Rx = 0.543 fv = 11424 Pa = 28803 Fy = 50000 Ry = 1.227 M = 1030 M = 1574 fc = -570 Fy = 50000 Ry = 1.130 ft = 10696 Q = 0.935 Rz = 0.396 10 Fillers No Fillers No Filler f = 8322 Q = 0,953 Rz = 0.346 f = 12614 Vallev Joist West Page 26 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS Comments: UBC 1997 CARLSBAD, CA TAG COLOR YELLOW J4 03 4 - 301(224/119 x 45' 7.625 Special Crimped angle Parallel chord Shortspan Web Anql Lnqth Shear T 1 60.9 54.0 5718 V 1 39.8 34.2 -1571 C 1 7.5 26.5 -5190 T 2 39.7 34.1 4661 V 2 0.0 26.3 -1531 C 2 39.7 34.1 -4169 T 3 39.7 34.1 3677 V 3 0.0 26.3 -1559 C 3 39.7 34.1 -3185 ?- 39.7 34.1 2693 V 4 0.0 26.3 -1578 c 4 39.7 34.1 -2200 T 5 39.7 34.1 1708 V 5 0.0 26.3 -1590 C 5 39.7 34.1 -1268 T 6 39.7 34.1 1268 V 6 0.0 26.3 -1594 Force Member 11754 'AU - 29/32 -2044 lLL1-1/4X.109 -5235 lLL1-3/4X.125 6054 lLL1-1/4X.109 -1531 1LLlXlX.109 -5415 1LL1-3/4X.125 4776 lLL1-1/4X.109 -1559 1LLlXlX.lO9 -4137 lLL1-3/4X.125 3497 lLL1-1/4~.109 -1578 lLLlXlX.109 -2858 lLL1-1/2x.109 2219 lLL1-1/4X.109 -1590 lLLlXlX.109 -1648 lLL1-1/4X.109 1648 lLL1-1/4X.109 -1594 1LLlXlX.lO9 Area 0.645 0.261 0.422 0.261 0.206 0.422 0.261 0.206 0.422 0.261 0.206 0.315 0.261 0.206 0.261 0.261 0.206 R 0.226 0.2472 0.3472 0.2472 0.1962 0.3472 0.2472 0.1962 0.3472 0.2472 0.1962 0.2972 0.2472 0.1962 0.2472 0.2472 0.1962 - -- Pa Weld 17406 1.3 -2028 0.6 -6672 1.4 7819 1.9 -1719 0.5 7819 1.5 -1719 0.5 7819 1.1 -1719 0.5 -3574 0.9 7819 0.7 -1719 0.5 7819 0.5 -6155 1.5 -6155 1.1 -2035 0.5 -1719 0.5 T - AVl W - B 2.7/ 2.8 3.0/ 2.8 2.7/ 2.7 2.3/ 2.0 3.2/ 3.2 2.7/ 2.7 2.3/ 2.0 2.7/ 2.7 2.9/ 3.0 2.7/ 2.7 2.3/ 2.0 2.7/ 2.7 2.7/ 2.7 2.3/ 2.0 3.2/ 3.2 2.3/ 2.0 Valley Joist West Page 27 V1.71 - Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS Comments: UBC 1997 CARLSBAD, CA TAG COLOR YELLOW J404 12 - 30K240/128 x 45'10.125 Crimped angle Parallel chord Shortspan End Lensth Depth SloDe Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Tag 4.000 4.875 -0.438 E 0' 2.000 54.000 opp 4.000 5.000 0.438 54.000 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOo# may occur at any top chord panel point. * * * **BDL 4 -7/8 *** * * * * * * **BDR 5 I! **** * * H1 CLIP @ 9'2", 18'5", 36'10" FTE OAL ?r'E 1 CLIP @ 27'7" FTE OAL ~L~~RT BEARING 3-1/2-" @ RE End loads: - SJI NtUD~mEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 30.000 in Deep 546.125 in Design length 1365 # Minimum Shear 28.945 in Effective Depth 476 in4 Ix 0 in4 Minimum Ix 26.250 in Clear Depth L/ 610 Live Defl L/ 325 SJI Defl 895283 in-#Moment 1.000 in Chord gap 0,863 in Camber 48.000 in Interior Panel 28.531 in Left End 28.531 in Right End 11 Web Vees 6461 # SJI reaction 6461 # SJI reaction TOKJ Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Bridg e 178" Ix= 0.482 Iy= 1.888 Rx = 0.621 Ry = 1.229 Rz = 0.395 Center: L = 24.000 P = -30930. Pax= -31142 10 Fillers Sixth: L = 24.000 P = -23410 Paz= -27205 No Fillers Tag end panl: L = 28.531 P = -13572 Paz= -22353 M = 1151 No Filler First point: P = -13572 Pa = -33773 M = 1767 Chord shear: V = 20200 C = -962 fv = 8437 fc = -769 f = 8446 Bot Chord: 2-LL1-3/4x.155 A = 1.037 Y = 0.495 Fy = 50000 Q = 0.983 Ix= 0.304 Iy= 1.330 RX = 0.541 Ry = 1.133 RZ = 0.345 Center: L = 48.000 P = 30242 Pa = 31109 Chord shear: V = 20200 T = 10924 fv = 11209 ft = 10535 f = 12385 ~~ Valley Joist West Page 28 V1.71 _- Job #ON02915 - 05 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR YELLOW 5404 12 - 30K240/128 x 45'10.125 Crimped angle Parallel chord Shortspan Web Awl Lnqth T 1 60.9 54.0 V 139.0 33.8 C 1 9.9 26.6 T 2 39.7 34.1 V 2 0.0 26.3 c 2 39.7 34.1 T 3 39.7 34.1 V 3 0.0 26.3 c 3 39.7 34.1 T 4 39.7 34.1 1'- 0.0 26.3 c 4 39.7 34.1 T 5 39.7 34.1 V 5 0.0 26.3 c 5 39.7 34.1 T 6 39.7 34.1 V 6 0.0 26.3 Shear 6081 -1623 -5501 4932 -1568 -4408 3884 -1597 -3360 -1618 -2312 1788 2836 -1630 -1365 -1635 1365 Force 12502 -2090 -5584 6406 -1568 -5726 5045 -1597 -4364 -1618 -3003 3684 2323 -1630 -1774 1774 -1635 Member AU - 29/32 1LL1-1/4X. 109 1LL1-3 /4X. 125 1LLlXlX.lO9 lLL1-1/4X.109 lLLl-3 /4x. 125 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 1LLlXlX.lO9 lLL1-3/4X.125 1LLlXlX.lO9 1LLlXlX.lO9 1LLlXlX.lO9 Area 0.645 0.261 0.422 0.261 0.206 0.422 0.261 0.206 0.422 0.261 0.206 0.315 0.261 .O .206 0.261 0.261 0.206 0.226 0.2472 0.3472 0.2472 0.1962 0.3472 0.2472 0.1962 0.3472 0.2472 0.1962 0.2972 0.2472 0.1962 0.2472 0.2472 0.1962 -- Pa Weld 17406 1.4 -2072 0.6 -6627 1.5 7819 2.0 -1719 0.5 -6154 1.5 7819 1.6 -1719 0.5 -6154 1.2 7819 1.1 -1719 0.5 -3573 0.9 7819 0.7 -1719 0.5 -2035 0.5 7819 0.5 -1719 0.5 T - AVl W - B 2.7/ 2.7 3.0/ 2.8 2.7/ 2.7 2.3/ 2.0 3.2/ 3.2 2.7/ 2.7 2.3/ 2.0 3.2/ 3.2 2.7/ 2.7 2.3/ 2.0 2.9/ 3.0 2.3/ 2.0 2.7/ 2.7 2.7/ 2.7 2.7/ 2.7 2.3/ 2.0 Z-lWl Valley Joist West Page 1 V1.71 ,.- Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE G501 1 - 28G3N16.6/6.8 x 27' 9.750 Special Crimped angle Parallel chord Girder End Lensth DeDth Slowe Holes Tow Chord Ext, BCX Holdback Pitch EP/#iL Tag 6.000 6.000 Y E 0' 1.000 2 0' 4.750 94.750 Opp 6.000 6.000 Y E 0' 5.000 2 0' 5.000 47.000 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point TC conc loads: Load SDacinq Location Point Tvoe 9800 010 7'10-3/4 U4 Dead 16600 7'10-314 7010-3/4 u4 S JI 6800 16600 ~ ~ ~~ 7!10-3/4 U4 Live ::: 15'10-3/4 U8 S JI 15'10-3/4 U8 Dead 9800 6800 15'10-3/4 U8 Live 9800 23'10-3/4 U11 Dead 23'10-3/4 U11 Live 6800 vu 16600 23'10-374 U11 SJI 3'11 TC. HOLES 1 3/4" LE. 7/8" DIA. 4" GAGE KNIFE PLATE 8" LE. End loads: - SJI-D~~~~L&W Left TC axial load: 0.0 0.0 0.0 0.0 40.1 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 40.1 0.0 Kips 28.000 in Deep 329.750 in Design length 6225 # Minimum Shear 26.145 in Effective Depth 1299 in4 Ix 0 in4 Minimum Ix 21.500 in Clear Depth L/1151 Live Defl L/ 472 SJI Defl 2724733 in-#Moment 1.000 in Chord gap 0.315 in Camber 59.750 in Interior Panel 21.688 in Left End 45.000 in Right End 6 Web Vees 22294 # SJI reaction 29506 # SJI reaction Tow Chord: 2-LL3-1/2x.344 A = 4.579 Y = 1.002 Fy = 50000 Q = 1.000 Center: L = 24.000 P =-lo4218 Paz=-121493 M = 0 No Fillers Ix= 5.323 Iy= 15.651 Rx = 1.078 Ry = 1.849 RZ = 0.688 Chord shear: V = 20200 C = 0 fv = 9201 fc = 0 f = 9201 Bot Chord: 2-L L3x3x.281 A = -3.214 Y = 0.854 Fy = 50000 Q = 1.000 - Ix= 2.756 Iy= 8.645 RX = 0.926 Ry = 1.640 RZ = 0.591 Center: L = 59.750 P = 95867 Pa = 96422 Chord shear: V = 20200 T = 38454 fv = 13142 ft = 11964 f = 14439 Valley Joist West Page 2 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE G501 1 - 28G3N16.6/6.8 x 27' 9.75Q Special Crimped angle Parallel chord Girder Web Ansl Lnqth Shear Force Member Area -, R T 160.0 52.4 22157 44380 2L L2x2x.216 1.635 0.613~ V 142.2 35.3 -1000 -1349 lLL1-1/4X.109 0.261 0.2472 C 1 0.0 26.1-22157 -22157 lLL2-1/2X.230 1.097 0.4922 T 2 42.2 35.3 22085 29801 1LL2-1/2X.212 1.015 0.4932 V 2 0.0 26.1 -1000 -1000 lLLlXlX.109 0.206 0.1962 C 2 42.2 35.3-22013 -29704 2LL2X2X.176 1.346 0.619~ T 3 42.6 35.5 6225 8450 lLL1-1/2X.109 0.315 0.2972 V 3 0.0 26.1 -1000 -1000 lLLlXlX.109 0.206 0.1962 C,3 42.6 35.5 -6225 -8450 1L L2X2X.143 0.552 0.3962 -- Pa Weld 49041 6.9 -1901 0.4 -24154 3.2 30452 4.7 -1733 0.3 -30780 5.7 9454 2.6 -1733 0.3 -8927 2.0 T - AVl W - B 11.0/ 9.3 3.7/ 4.2 4.5/ 4.5 5.0/ 5.4 3.0/ 3.0 8.5/ 7.3 4.0/ 4.4 3.0/ 3.0 4.5/ 4.9 Valley Joist West Page 3 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE G502 1 - 28G3N16.6/6.8 x 27' 9.750 Special Crimped angle Parallel chord Girder -End - Lensth Deoth Slope Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 6.000 Y E 0' 1.000 2 0' 4.750 94.750 Opp 6.000 6.000 Y E 0' 5.000 2 0' 5.000 47.000 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load SDacinq Location Point TYDe 9800 7'10-3/4 U4 Dead 6800 7'10-3/4 U4 Live 9800 15'10-3/4 U8 Dead 6800 15'10-3/4 U8 Live 9800 23'10-3/4 U11 Dead 23'10-3/4 U11 Live 6800 16600 7'10-3/4 7010-3/4 u4 S JI P 16600 15'10-3/4 U8 S JI 16600 23'10-3/4 U11 SJI 3'11 TC. HOLES 1 3k4" LE. 7/8" DIA. 4" GAGE KNIFE PLATE 8" LE. End loads: SJI-DeadLiveEcrukWind Left TC axial load: 0.0 0.0 0.0 0.0 41.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 41.0 0.0 Kips 28.000 in Deep 329.750 in Design length 6225 # Minimum Shear 26.145 in Effective Depth 1299 in4 Ix 0 in4 Minimum Ix 21.500 in Clear Depth L/1151 Live Defl L/ 472 SJI Defl 2737439 in-#Moment 1.000 in Chord gap 0.315 in Camber 59.750 in Interior Panel 21.688 in Left End 45.000 in Right End 6 Web Vees 22294 # SJI reaction 29506 # SJI reaction Too Chord: 2-LL3-1/2x.344 A = 4.579 Y = 1.002 Fy = 50000 Q = 1.000 Center: L = 24.000 P =-lo4704 Paz=-121493 M = 0 No Fillers Ix= 5.323 Iy= 15.651 Rx = 1.078 Ry = 1.849 Rz = 0.688 0 fv = 9201 fc = 0 f = 9201 Chord shear: V = 20200 C = ~ .~ &Chord: 2-L L3x3x.281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 Ix= 2.756 Iy= 8.645 RX = 0.926 Ry = 1.640 RZ = 0.591 Chord shear: V = 20200 T = 38454 fv = 13142 ft = 11964 f = 14439 Center: L = 59.750 P = 95867 Pa = 96422 Vallev Joist West Page 4 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE G502 1 - 28G3N16.6/6.8 x 27' 9.750 Special Crimped angle Parallel chord Girder Web Ansl T 1 60.0 V 142.2 c 1 0.0 T 2 42.2 v 2 0.0 C 2 42.2 T 3 42.6 v 3 0.0 CF' 42.6 Lnqth Shear 52.4 22157 35.3 -1000 26.1-22157 35.3 22085 26.1 -1000 35.3-22013 35.5 6225 26.1 -1000 35.5 -6225 Force Member Area- R 44380 2L L2x2x.216 1.635 0.613~ -1349 lLL1-1/4X.109 0.261 0.2472 -22157 lLL2-1/2X.230 1.097 0.4922 29801 lLL2-1/2X.212 1.015 0.4932 -1000 1LLlXlX.109 0.206 0.1962 -29704 2LL2~2x.176 1.346 0.619X 8450 lLL1-1/2X.109 0.315 0.2972 -1000 lLLlXlX.109 0.206 0.1962 . -8450 1L L2X2X.143 0.552 0.3962 -- Pa Weld 49041 6.9 I -1901 0.4 -24154 3.2 30452 4.7 -1733 0.3 -30780 5.7 9454 2.6 -1733 0.3 -8927 2.0 3 - AvlW - B L1.0/ 9.3 3.7/ 4.2 4.5/ 4.5 3.0/ 3.0 5.0/ 5.4 8.5/ 7.3 4.0/ 4.4 3.0/ 3.0 4.5/ 4.9 Valley Joist West Page 5 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T501 4 - 32LH240/128 x 52' 6.625 Special Crimped angle Parallel chord Longspan End Lensth Depth SloDe Holes TOD Chord Ext BCX Holdback pi Tag 6.000 5.000 -0.438 Opp 6.000 5.000 0.438 - ch EP/#1L 51.312 51.312 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TPE 1 CLIP @ 21'1" FTE. OAL. H. :LIP @ 10'6",31'8" & 42'3" FTE. OAL. SHORT BEARING 3-1/2" @ RE End loads: SJI Left TC axial load: 0.0 Right TC axial load: 0.0 32.000 in Deep 30.871 in Effective Depth 28.000 in Clear Depth 48.000 in Interior Panel 1138303 in-#Moment 12 Web Vees m-LiveEaukWind 0.0 KiDs 0.0 0.0 0.0 7.2 -c ~ 0.0 0.0 0.0 7.2 0.0 Kips 626.625 in Design length 1567 # Minimum Shear 636 in4 Ix 0 in4 Minimum Ix L/ 540 Live Defl L/ 288 SJI Defl 1.000 in Chord gap 1.136 in Camber 36.656 in Left End 36.656 in Right End 7266 # SJI reaction 7266 # SJI reaction TOD Chord: 2-LLZx2x.187 Bridg c 210" Ix= 0.544 Center: L = 24.000 Tag end panl: L = 36.656 First point: Chord shear: V = 20200 Bot Chord: 2-L L2x2x.163 IX= 0.482 Center: L = 48.000 Chord shear: V = 20200 A = 1.426 Iy= 2.173 P = -36657 P = -13527 P = -13527 C = -4703 A = 1.251 Iy= 1.888 P = 36873 T = 10896 Y = 0.569 RX = 0.617 Pax= -38638 Paz= -20879 Pa = -38504 fv = 8088 Y = 0.560 RX = 0.621 fv = 10462 Pa = 37526 Fy = 50000 Ry = 1.234 M = 480 M = 1872 M = 2'974 fC = -3298 Fy = 50000 Ry = 1.229 ft = 8711 ~~ Q = 1.000 RZ = 0.394 6 Fillers No Filler f = 8254 Q = 0.952 RZ = 0.395 f = 11332 Valley Joist West Page 6 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CAFLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T501 4 - 32LH240/128 x 52' 6.625 Special Crimped angle Parallel chord Longspan Web Ansl Lnsth Shear T 158.0 58.2 6821 v 1 22.3 c 1 37.9 T 2 37.9 v 2 0.0 c 2 37.9 T 3 37.9 v 3 0.0 c,2- 37.9 T 37.9 v 4 0.0 c 4 37.9 T 5 37.9 v 5 0.0 c 5 37.9 T 6 37.9 V 6 0.0 C 6 37.9 ~~~~ 33.4 -1796 39.1 -6050 39.1 5405 30.9 -1585 39.1 -4886 39.1 4368 30.9 -1616 39.1 -3850 39.1 3332 30.9 -1639 39.1 -2813 30.9 -1655 39.1 -1777 39.1 1567 30.9 -1663 39.1 -1567 39.1 2295 Force Member 12855 R9 - 1-IN. -1941 -7663 6846 -1585 -6189 5533 -1616 -4876 4220 -1639 -3563 2907 -1655 -2250 1984 -1663 -1984 lLL1-1/4X.109 1L L2x2x.216 1LLlXlX.lO9 lLL1-3/4X.125 1LLlxlx.lO9 lLL1-1/2X.125 1LLlXlX.lO9 lLL1-1/4X.109 1LL1-1/4x. 109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 1LLlXlX.lO9 lLL1-1/4X.109 1LLlXlX.lO9 Area 0.785 0.261 0.817 0.261 0.206 0.422 0.261 0.206 0.359 0.261 0.206 0.315 0.261 0,206 0.261 0.261 0.206 0.261 0.250 0.2472 0.3922 0.2472 0.1962 0.3472 0.2472 0.1962 0.2962 0.2472 0.1962 0.2972 0.2472 0.1962 0.2472 0.2472 0.1962 0.2472 -- Pa Weld 23562 1.3 -3726 0.6 -8537 1.2 7819 2.1 -2210 0.5 -7190 1.7 7819 1.7 -2210 0.5 -5311 1.3 7819 1.3 -2210 0.5 -4588 1.1 7819 0.9 -2210 0.5 -2751 0.7 7819 0.6 -2210 0.5 -2751 0.6 T - AVl W - B 2.5/ 2.7 2.7/ 3.0 3.4/ 3.8 2.3/ 2.3 3.2/ 3.5 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 Vallev Joist West Page 7 V1.71 Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Pro] ect : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T502 1 - 32LH240/128 x 53' 3.875 Special Crimped angle Parallel chord Longspan End Lenqth Dewth Slope Holes TOP Chord Ext .BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 55.938 Opp 6.000 4.875 0.438 55.938 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TFT 1 CLIP @ 21'1" FTE. OAL. H_ :LIP @ 10'6",31'8" & 42'3" FTE. OAL. End loads: - SJIWDeadUEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 635.875 in Design length 1590 # Minimum Shear 30.871 in Effective Depth .636 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 517 Live Defl L/ 275 SJI Defl - 1169811 in-#Moment 48.000 in Interior Panel 12 Web Vees Tow Chord: 2-LL2x2x.187 Bridg < 210" Ix= 0.544 Center: L = 24.000 Tag end panl: L = 38.969 First point: Chord shear: V = 20200 Bot Chord: 2-L L2x2x.163 IX= 0.482 Center: L = 48.000 Chord shear: V = 20200 1.000 in Chord gap 1.170 in Camber 38.969 in Left End 38.969 in Right End 7359 # SJI reaction 7359 # SJI reaction A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Iy= 2.173 Rx = 0.617 Ry = 1.234 Rz = 0.394 P = -37678 Pax= -38638 M = 480 10 Fillers P = -14526 Paz= -19184 M = 2112 No Filler P = -14526 Pa = -38504 M = 3369 C = -4717 fv = 8111 fc = -3308 f = 8278 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Iy= 1.888 Rx = 0.621 Ry = 1.229 RZ = 0.395 T = 12028 fv = 10559 ft = 9616 f = 11602 P = 37894 Pa = 37526 Vallev Joist West Page 8 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T502 1 - 32LH240/128 x 53' 3.875 Special Crimped angle Parallel chord Longspan Web Anql Lnqth Shear T 1 60.2 62.1 6884 V 125.9 34.3 -1845 C 137.9 39.1 -6067 T 2 37.9 39.1 5400 V 2 0.0 30.9 -1590 C 2 37.9 39.1 -4882 T 3 37.9 39.1 4364 V 3 0.0 30.9 -1620 C) 37.9 39.1 -3846 T 37.9 39.1 3329 V 4 0.0 30.9 -1643 c 4 37.9 39.1 -2811 T 5 37.9 39.1 2293 V 5 0.0 30.9 -1660 C 5 37.9 39.1 -1775 T 6 37.9 39.1 1590 V 6 0.0 30.9 -1668 C 6 37.9 39.1 -1590 Force 13859 -2050 -7685 6840 -1590 -6184 5528 -1620 -4872 4216 -1643 -3561 -1660 -2249 2905 2014 -1668 -2014 Member RA - 1 1/8 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 1L L2x2x.216 1LLlXlX.lO9 lLL1-3/4X.125 1LLlXlX.lO9 lLL1-1/2~.125 1LLlXlX.lO9 1LLlXlX.lO9 1LLlXlX.lO9 Area 0.994 0.261 0.817 0.261 0.206 0.422 0.261 0.206 0.359 0.261 0.206 0.315 0.261 0.206 0.261 0.261 0.206 0.261 0.281 0.2472 0.3922 0.2472 0.1962 0.3472 0.2472 0.1962 0.2962 0.2472 0.1962 0.2972 0.2472 0.1962 0.2472 0.2472 0.1962 0.2472 -~ Pa Weld 29821 1.3 -3556 0.6 -8537 1.2 7819 2.1 -2210 0.5 -7190 1.7 7819 1.7 -2210 0.5 -5311 1.3 7819 1.3 -2210 0.5 -4588 1.1 7819 0.9 -2210 0.5 -2751 0.7 7819 0.6 -2210 0.5 -2751 0.6 T - AVlW - B 2.5/ 2.7 3.4/ 3.8 2.7/ 3.0 2.7/ 3.0 2.9/ 3.3 2.7/ 3.0 2.9/ 3.3 . 2.7/ 3.0 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 3.2/ 3.5 2.3/ 2.3 2.3/ 2.3 2.3/ 2.3 2.7/ 3.0 2.3/ 2.3 Vallev Joist West Page 9 V1.71 ,- Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T503 1 - 32LH240/128 x 53' 3.875 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slolse Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 55.938 Opp 6.000 4.875 0.438 55.938 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. -.TC conc loads: Load Spacinq Location Point Type 6'8 U2 SJI, Dead loo 2'0-718 8'8-7/8 u3 SJI, Dead 100 6'8 44'7 TYPE 1 CLIP @ 21'1" FTE. OAL. H1 CLIP @ 10'6",31'8" & 42'3" FTE. OAL. End ioads: - S JI Left TC axial load: 0.0 Right TC axial load: 0.0 32.000 in Deep 30.866 in Effective Depth 28.000 in Clear Depth 48.000 in Interior Panel 1178852 in-#Moment 12 Web Vees -mLiveQ&Wind 0.0 0.0 0.0 7.2 0.0 Kips 0.0 0.0 0.0 7.2 0.0 Kips 635.875 in Design length 1615 # Minimum Shear 661 in4 Ix 0 in4 Minimum Ix ' L/ 537 Live Defl L/ 283 SJI Defl 1.000 in Chord gap 1.170 in Camber 38.969 in Left End 38.969 in Right End 7530 # SJI reaction 7387 # SJI reaction TOR Chord: 2-LL2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg < 210" Ix= 0.544 Iy= 2.173 Rx = 0.617 Ry = 1.234 Rz = 0.394 Center: L = 24.000 P = -37999 Pax= -38638 M = 480 10 Fillers Tag end panl: L = 38.969 P = -14827 Paz= -19184 M = 2117 No Filler First point: P = -14827 Pa = -38504 M = 3359 Chord shear: V = 20200 C = -4851 fv = 8340 fc = -3402 f = 8512 Bot Chord: 2-LL2x2x.176 A = 1.346 Y = 0.565 Fy = 50000 Q = 0.981 Ix= 0.516 Iy= 2.042 Rx = 0.619 Ry = 1.232 Rz = 0.394 Center: L = 48.000 P = 38193 Pa = 40381 F>rd shear: V = 20200 T = 12330 fv = 10022 ft = 9160 f = 11019 Vallev Joist West Page 10 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T503 1 - 32LH240/128 x 53' 3.875 Special Crimped angle Parallel chord Longspan Web Ansl T 1 60.2 V 1 25.9 c 1 37.9 T 2 37.9 v 2 1.7 c 2 37.9 T 3 37.9 v 3 0.0 C$ 37.9 T 37.9 v 4 0.0 c 4 37.9 T 5 37.9 v 5 0.0 c 5 37.9 T 6 37.9 V 6 0.0 C 6 37.9 Lnsth Shear 62.1 7056 34.3 -1846 39.1 -6239 39.1 5462 30.9 -1692 39.1 -4844 39.1 4336 30.9 -1623 39.1 -3818 39.1 3300 30.9 -1645 39.1 -2783 39.1 2265 30.9 -1662 39.1 -1747 39.1 1615 30.9 -1670 39.1 -1615 Force Member Area- R 14206 RA - 1 1/8 0.994 0.281 -2052 lLL1-1/4X.109 0.261 0.2472 -7903 1L L2~2x.216 0.817 0.3922 6919 lLL1-1/4X.109 0.261 0.2472 -1693 1LLlXlX.109 0.206 0.1962 -6136 1LL1-3/4X.125 0.422 0.3472 5492 lLL1-1/4X.109 0.261 0.2472 -1623 lLLlXlX.109 0.206 0.1962 -4836 lLL1-1/2~.125 0.359 0.2962 4181 lLL1-1/4X.109 0.261 0.2472 -1645 1LLlXlX.109 0.206 0.1962 -3525 lLL1-1/2~.109 0.315 0.2972 2869 lLL1-1/4X.109 0.261 0.2472 -1662 lLLlXlX.109 0.206 0.1962 -2213 lLL1-1/4X.109 0.261 0.2472 2045 lLL1-1/4x.109 0.261 0.2472 -1670 lLLlXlX.109 0.206 0.1962 -2045 lLL1-1/4X.109 0.261 0.2472 -- Pa Weld 29821 1.4 -3557 0.6 -8539 1.2 7819 2.1 -2208 0.5 -7191 1.7 7819 1.7 -2210 0.5 -5311 1.3 7819 1.3 -2210 0.5 -4589 1.1 7819 0.9 -2210 0.5 -2751 0.7 7819 0.6 -2210 0.5 -2751 0.6 T - AVl W - B 2.5/ 2.7 3.4j 3.8 2.7/ 3.0 2.3/ 2.3 3.1/ 3.5 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.9/ 3.3 2.3/ 2.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.9/ 3.3 Valley Joist West Page 11 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T504 1 - 32LH240/128 x 53' 6.125 Special Crimped angle Parallel chord Longspan - End Lenqth. Depth ' Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag- 6.000.' 5.125 -0.438 E 0' 1.000 57.063 Opp 6.000 4.875 0.438 57.063 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TYXE 1 CLIP @ 21'3" FTE. OAL. H :LIP @ 10'9",31'11" & 42'6" FTE. OAL. End loads: - SJI mDead*Eauk&& Left TC axial load: 0.0 0.0 0.0 0.0 61.4 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 61.4 0.0 Kips 32.000 in Deep 638.125 in Design length 1595 # Minimum Shear 30.601 in Effective Depth 836 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/ 671 Live Defl L/ 358 SJI Defl 2050518 in-#Moment 1.000 in Chord gap 1.178 in Camber. 48.000 in Interior Panel 39.531 in Left End 39.531 in Right End 12 Web Vees 7381 # SJI reaction 7381 # SJI reaction TOD Chord: 2-L L3x3x.227 A = 2.621 Y = 0.834 Fy = 50000 Q = 0.922 Bridg c 277" Ix= 2.285 Iy= 6.949 RX = 0.934 Ry = 1.628 RZ = 0.594 Center: L = 24.000 P = -67008 Pax= -68557 M = 480 4 Fillers 10th: L = 24.000 P = -65467 Paz= -65898 No Fillers Tag end panl: L 39.531 P = -50265 Pax= -55995 M = 2173 Filler Reqd First point: P = -50265 Pa = -70765 M = 3468 Chord shear: V = 20200 C = -4762 fV = 4458 fC = -1817 f = 4549 Bot Chord: 2-LL2x2x.176 A = 1.346 Y = 0.565 Fy = 50000 Q = 0.981 Ix= 0.516 Iy= 2.042 RX = 0.619 Ry = 1.232 Rz = 0.394 Chord shear: V = 20200 T = 12415 fV = 9801 ft = 9223 f = 10831 Center: L = 48.000 P = 38480 Pa = 40381 Vallev Joist West Page 12 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T504 1 - 32LH240/128 x 53’ 6.125 Special Crimped angle Parallel chord Longspan Web Ansl Lnqth Shear Force Member Area- R -- Pa Weld T 1 60.9 63.0 6900 14203 RA - 1 1/8 0.994 0.281 29821 1.4 V 1 26.9 C 1 38.1 T 2 38.1 v 2 0.0 C 2 38.1 T 3 38.1 v 3 0.0 Cj 38.1 T’ 38.1 v 4 0.0 C 4 38.1 T 5 38.1 v 5 0.0 C 5 38.1 T 6 38.1 V 6 0.0 C 6 38.1 34.3 -2015 38.9 -6071 38.9 5398 30.6 -1754 38.9 -4881 38.9 4363 30.6 -1773 38.9 -3846 38.9 3328 30.6 -1792 38.9 -2810 38.9 2293 30.6 -1807 38.9 -1775 30.6 -1815 38.9 -1595 38.9 1595 -2259 lLL1-1/4x.109 0.261 0.2472 6861 lLL1-1/4x.109 0.261 0.2472 -7716 1L L2x2x.216 0.817 0.3922 -1754 lLLlxlx.109 0.206 0.1962 -6203 lLL1-3/4x.125 0.422 0.3472 5545 lLL1-1/4~.109 0.261 0.2472 -1773 lLLlXlX.109 0.206 0.1962 4230 lLL1-1/4X.109 0.261 0.2472 -1792 1LLlXlX.109 0.206 0.1962 2914 lLL1-1/4x.109 0.261 0.2472 -2256 lLL1-1/4X.109 0.261 0.2472 2027 lLL1-1/4X.109 0.261 0.2472 -2027 lLL1-1/4X.109 0.261 0.2472 -4887 lLL1-1/2x.125 0.359 0.2962 -3572 lLL1-1/2x.109 0.315 0.2972 -1807 lLLlxlx.109 0.206 0.1962 -1815 1LLlxlx.109 0.206 0.1962 -3555 0.7 -8631 1.2 7819 2.1 -2249 0.5 -7223 1.7 c 7819 1.7 -2249 0.5 -5352 1.3 7819 1.3 -2249 0.6 -4621 1.1 7819 0.9 -2249 0.6 -2781 0.7 7819 0.6 -2249 0.6 -2781 0.6 T - AVl W - B 3.3/ 2.7 4.3/ 3.8 3.6/ 3.0 3.0/ 2.3 4.1/ 3.5 3.6/ 3.0 3.0/ 2.3 3.6,’ 3.0 3.8/ 3.3 3.0/ 2.3 3.8/ 3.3 3.6/ 3.0 3.0/ 2.3 3.6/ 3.0 3.6/ 3.0 3.0/ 2.3 3.6/ 3.0 Valley Joist West Page 13 V1.71 Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T505 1 - 32LH240/128 x 53' 6.125 Special Crimped angle Parallel chord Longspan End Lenqth Devth Slope Holes Tov Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.125 -0.438 E 0' 1.000 57.063 Opp 6.000 4.875 0.438 57.063 - Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. ,TC conc loads: Load SPacinq Location Point 100 6'9-1/8 6!9-1/8 u2 SJI, Dead 100 44 2'2 ' 7 8'11-1/8 u3 SJI, Dead TYPE 1 CLIP @ 21'3" FTE OAL H1 CLIP @ 10'9", 31'11", & 42'6" FTE OAL End loads: __ SJImDead-g~kU Left TC axial load: 0.0 0.0 0.0 0.0 61.4 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 61.4 0.0 Kips 32.000 in Deep 638.125 in Design length 1620 # Minimum Shear 30.601 in Effective Depth 836 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/ 671 Live Defl L/ 354 SJI Defl - 2060420 in-#Moment 48.000 in Interior Panel 12 Web Vees TOP Chord: 2-L L3x3x.227 Bridg < 277" Ix= 2.285 Center: L = 24.000 10th: L = 24.000 Tag end panl: L = 39.531 First point: Chord shear: V = 20200 Bot Chord: 2-LL2x2x.176 IX= 0.516 ,-- Center: L = 48.000 &lord shear: V = 20200 1.000 in Chord gap 1.178 in Camber 39.531 in Left End 39.531 in Right End 7552 # SJI reaction 7410 # SJI reaction A = 2.621 Y = 0.834 Fy =. 50000 Q = 0.922 Iy= 6.949 RX = 0.934 Ry = 1.628 RZ = 0.594 P = -67332 Pax= -68557 M = 480 4 Fillers P = -65836 Paz= -65898 No Fillers P = -50572 Pax= -55995 M = 2183 Filler Reqd P = -50572 Pa = -70765 M = 3447 C = -4896 fv = 4583 fc = -1868 f = 4678 A = 1.346 Y = 0.565 Fy = 50000 Q = 0.981 Iy= 2.042 RX = 0.619 Ry = 1.232 Rz = 0.394 T = 12723 fv = 10044 ft = 9452 f = 11100 P = 38781 Pa = 40381 Valley Joist West Page 14 V1.71 Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST 619/295-3153 FAX# 609/295-3628 PO# 00-364 SAN DIEGO, CA 92110-2014 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T505 1 - 32LH240/128 x 53' 6.125 Special Crimped angle Parallel chord Longspan Web Ansl Lnqth Shear T 160.9 63.0 7071 v1 c1 T2 v2 c2 T3 v3 T v4 c4 T5 v5 c5 T6 V6 C6 CPi 26.9 38.1 38.1 3.9 38.1 38.1 0.0 38.1 38.1 0.0 38.1 38.1 0.0 38.1 38.1 0.0 38.1 34.3 -2016 38.9 -6243 38.9 5449 30.7 -1856 38.9 -4831 38.9 4334 30.6 -1775 38.9 -3817 38.9 3299 30.6 -1794 38.9 -2782 30.6 -1809 38.9 -1746 38.9 1620 30.6 -1817 38.9 -1620 38.9 2264 Force Member Area.& 14556 RA - 11/8 0.994 0.281 -2261 lLL1-1/4X.109 0.261 0.2472 -7934 1L L2X2X.216 0.817 0.3922 6925 lLL1-1/4X.109 0.261 0.2472 -1860 lLLlXlX.109 0.206 0.1962 -6140 lLL1-3/4X.125 0.422 0.3472 5508 lLL1-1/4x.109 0.261 0.2472 -1775 1LLlXlX.109 0.206 0.1962 -4851 lLL1-1/2X.125 0.359 0.2962 4193 lLL1-1/4x.109 0.261 0.2472 -1794 1LLlXlX.109 0.206 0.1962 -3535 lLL1-1/2X.109 0.315 0.2972 2877 lLL1-1/4x.109 0.261 0.2472 -1809 1LLlXlX.109 0.206 0.1962 -2219 lLL1-1/4x.109 0.261 0.2472 2059 lLL1-1/4x.109 0.261 0.2472 -2059 lLL1-1/4X.109 0.261 0.2472 -1817 lLLlxlx.109 0.206 0.1962 -- Pa Weld 29821 1.4 -3555 0.7 -8631 1.2 7819 2.1 -2239 0.6 -7223 1.7 -2249 0.5 -5352 1.3 7819 1.3 -2249 0.6 -4621 1.1 7819 1.7 7819 0.9 -2249 0.6 -2781 0.7 7819 0.6 -2249 0.6 -2781 0.6 T -AVlW - B 3.3/ 2.7 4.3/ 3.8 3.0/ 2.3 3.6/ 3.0 4.1/ 3.5 3.6/ 3.0 3.0/ 2.3 3.8) 3.3 3.6/ 3.0 3.0/ 2.3 3.8/ 3.3 3.6,' 3.0 3.0/ 2.3 3.6/ 3.0 3.6/ 3.0 3.6/ 3.0 3.0/ 2.3 ,- Valley Joist West Page 15 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T506 2 - 32LH240/128 x 53' 6.125 Special Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes Tow Chord Ext BCX Haldback Pitch EP/#lL Tag 6.000 5.125 -0.438 E 0' 1.000 57.063 Opp 6.000 4.875 0.438 57.063 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TYPE 1 CLIP. @ 21'3" FTE OAL H' :LIP @ 10'9", 31'11", & 42'6" FTE OAL End loads: - SJI NtUpm-EaukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 638.125 in Design length 1595 # Minimum Shear 30.866 in Effective Depth 661 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 531 Live Defl L/ 283 SJI Defl 1177540 in-#Moment 1.000. in Chord gap 1.178 in Camber 48.000 in Interior Panel 39.531 in Left End 39.531 in Right End 12 Web Vees 7381 # SJI reaction 7381 # SJI reaction TOD Chord: 2-LL2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg < 210" Ix= 0.544 Iy= 2.173 Rx = 0.617 Ry = 1.234 Rz = 0.394 Center: L = 24.000 P = -37934 Pax= -38638 M = 480 10 Fillers Tag end panl: L = 39.531 P = -14773 Paz= -18761 M = 2173 No Filler First point: P = -14773 Pa = -38504 M = 3468 Chord shear: V = 20200 C = -4721 fv = 8117 fc = -3310 f = 8284 Bot Chord: 2-LL2x2x.176 A = 1.346 Y =. 0.565 Fy = 50000 Q = 0.981 Ix= 0.516 Iy= 2.042 RX = 0.619 Ry = 1.232 RZ = 0.394 Center: L = 48.000 P = 38150 Pa = 40381 Chord shear: V = 20200 T = 12308 fv = 9801 ft = 9144 f = 10815 Vallev Joist West Page 16 V1.71 ,-- Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE T506 2 - 32LH240/128 x 53' 6.125 Special Crimped angle Parallel chord Longspan Web Ansl Lncrth Shear T 1 60.7 63.1 6900 V 1 26.7 c 1 37.9 T 2 37.9 v 2 0.0 c 2 37.9 T 3 37.9 v 3 0.0 T 37.9 v 4 0.0 c 4 37.9 T 5 37.9 v 5 0.0 c 5 37.9 T 6 37.9 V 6 0.0 C 6 37.9 c r37.9 34.6 -1857 39.1 -6071 39.1 5398 30.9 -1591 39.1 -4881 39.1 4363 30.9 -1621 39.1 -3846 39.1 3328 30.9 -1644 39.1 -2810 39.1 2293 30.9 -1661 39.1 -1775 39.1 1595 30.9 -1670 39.1 -1595 Force 14110 -2078 -7691 6838 -1591 -6183 5527 -1621 -4871 4216 -1644 -3560 2904 -1661 -2249 2021 -1670 -2021 Member RA - 1 1/8 ILL1-1/4x.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 1L L2xZx.216 1LLlxlx.lO9 lLL1-3/4~.125 1LLlXlX.lO9 lLL1-1/2X.125 1LLlXlX.lO9 1LLlXlX.lO9 1LLlXlX.lO9 Area 0.994 0.261 0.817 0.261 0.206 0.422 0.261 0.206 0.359 0.261 0.206 0.315 0.261- 0.206 0.261 0.261 0.206 0.261 0.281 0.2472 0.3922 0.2472 0.1962 0.3472 0.2472 0.1962 0.2962 0.2472 0.1962 0.2972 0.2472 0.1962 0.2472 0.2472 0.1962 0.2472 -- Pa Weld 29821 1.4 -3512 0.6 -8539 1.2 7819 2.1 -2210 0.5 -7191 1.7 7819 1.7 -2210 0.5 -'5311 1.3 7819 1.3 -2210 0.5 -4589 1.1 7819 0.9 -2210 0.5 -2751 0.7 7819 0.6 -2.210 0.5 -2751 0.6 T - AVl W - B 2.5/ 2.7 3.4/ 3.8 2.7/ 3.0 2.3,' 2.3 3.2/ 3.5 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 Vallev Joist West Page 17 ~1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE J501 1 - 20K238/140 x 15' 6.250 Special Crimped angle Parallel chord Shortspan End Lenuth Depth SloDe ,Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tau 4.000 5.000 0.750 42.000 ~~~ ~ ~ ~ Opp 4.000 4.875 -0.750 E 0' 2.500 42.000 Uniform Live load 140 #/ft full length Uniform SJI load 238 #/ft full length Uniform Dead load 98 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HlSLIP @ 8'2" FTE OAL SI .T BEARING 3-1/2" TE FULL SKEW RE FS @ 4-1/2" End loads: - SJI mm*EQuk- Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 182.250 in Design length 452 # Minimum Shear 20.000 in Deep 19.226 in Effective Depth 17.250 in Clear Depth 182517 in-#Moment 48.000 in Interior Panel 4 Web Vees TOD Chord: 2-LL1-1/2x.125 Bridg e 150" Ix= 0.156 Center: L = 24.000 Tag end panl: L = 21.563 First point: Chord shear: V = 20200 Bot Chord: 2-LL1-1/4x.109 IX= 0.078 Center: L = 48.000 Chord shear: V = 20200 - Web Anql Lnuth Shear Force T 1 64.3 39.8 2374 5480 V 43.8 23.9 -1458 -2020 C i 9.2 17.5 -1929 -1955 T 2 51.3 27.6 1346 2152 V 2 0.0 17.3 -1523 -1523 C 2 51.3 27.6 -738 -1180 - - - 112 in4 Ix 0 in4 Minimum Ix L/3529 Live Defl L/2076 SJI Defl 1.000 in Chord gap 0.096 in Camber 21.563 in Left End 21.563 in Right End 2807 # SJI reaction 2807 # SJI reaction A = 0.719 Y 0.421 Fy 5 50000 Q = 0.961 Iy= 0.765 Rx = 0.465 Ry 5 1.032 RZ = 0.296 P = -9493 Paz= -13208 No Fillers P = -8340 Paz= -12855 M 5 678 No Filler P = -8340 Pa = -19406 M 950 C = -314 fv = 5145 fC = -436 f = 5149 A = 0.521 Y = 0.353 Fy = 50000 Q = 0.978 Iy= 0.457 RX = 0.387 Ry E 0.936 Rz = 0.247 T = 4939 fv = 8712 ft = 9476 f = 9917 P = 6653 Pa = 15637 Member Area- R pa Weld T-AvlW-B AU - 29/32 0.645 0.226 17406 0.6 --, ~~ ... lLLlxlx.109 0.206 0.196~ -2074 0.6 1.9/ 2.0 lLL1-1/4x.109 0.261 0.2472 -4632 0.6 2.0/ 1.8 lLL1-1/4x.109 0.261 0.2472 7819 0.7 2.3/ 2.5 lLLlxlx.109 0.206 0.196~ -3582 0.5 1.8,' 1.5 lLL1-1/4~.109 0.261 0.2472 -3108 0.4 2.3/ 2.5 Valley Joist West Page 18 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5502 1 - 20K238/140 x 15' 6.250 Special Crimped angle - End Lenqth Depth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Parallel chord Shortspan Tag 4.000 5.000 0.750 42.000 Opp 4.000 4.875 -0.750 E 0' 2.500 42.000 Uniform Live load 140 #/ft full length Uniform SJI load 238 #/ft full length Uniform Dead load 98 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HGCLIP @ 8'2" FTE OAL S LT BEARING 3-1/2" TE . FULL SKEW RE NS @ 4-1/2" End loads: SJI-DeadLivemWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 20.000 in Deep 182.250 in Design length 452 # Minimum Shear 19.226 in Effective Depth 112 in4 Ix 0 in4 Minimum Ix 17.250 in Clear Depth L/3529 Live Defl L/2076 SJI Defl 182517 in-#Moment 1.000 in Chord gap 0.096 in Camber 48.000 in Interior Panel 21.563 in Left End 21.563 in Right End 4 Web Vees 2807 # SJI reaction 2807 # SJI reaction TOP Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Bridg c 150'' Ix= 0.156 Iy= 0.765 Rx = 0.465 Ry = 1.032 Rz = 0.296 Center: L = 24.000 P = -9493 Paz= -13208 No Fillers Tag end panl: L = 21.563 P = -8340 Paz= -12855 M = 678 No Filler First point: p = -8340 Pa = -19406 M = 950 Chord shear: v = 20200 C = -314 fv = 5145 fc = -436 f = 5149 Bot Chord: 2-LL1-1/4x.109 Ix= 0.078 ~~ ~ Center: L = 48.000 Chord shear: V = 20200 Web Ansl Lnqth Shear Force T 1 64.3 39.8 2374 5480 V'- 43.8 23.9 -1458 -2020 C I 9.2 17.5 -1929 -1955 T 2 51.3 27.6 1346 2152 V 2 0.0 17.3 -1523 -1523 C 2 51.3 27.6 -738 -1180 A = 0.521 Y = 0.353 Fy = 50000 Iy= 0.457 RX = 0.387 Ry = 0.936 T = 4939 fv = 8712 ft = 9476 P = 6653 Pa = 15637 Member Area- R -- Pa Weld AU - 29/32 0.645 0.226 17406 0.6 1LLlXlX.109 0.206 0.1962 -2074 0.6 lLL1-1/4x.109 0.261 0.2472 -4632 0.6 lLLlXlX.109 0.206 0.1962 -3582 0.5 1LL1-1/4X.109 0.261 0.2472 -3108 0.4 lLL1-1/4x.109 0.261 0.2472 7819 0.7 Q = 0.978 RZ = 0.247 f = 9917 T-AVlW-B 1.9/ 2.0 2.0/ 1.8 1.8/ 1.5 2.3/ 2.5 2.3/ 2.5 Valley Joist West Page 19 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE J503 1 - 20K248/146 x 17' 7.000 Special Crimped angle Parallel chord Shortspan End Lenath Devth Slove Holes Tov Chord Ext BCX Holdback Pitch EP/#lL Taq 4.000 5.000 -0.438 42.000 Opp 4.000 5.125 0.436 E 0' 2.500 42.000 Uniform Live load 146 #/ft full length Uniform SJI load 248 #/ft full length Uniform Dead load 102 #/ft full length An additional SJI load of 1000# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. FPL SKEW RE FS @ 4-1/2" R :LIP @ 4'5" & 10'6" FTE OAL SHORT BEARING 2-1/4" FTE OAL End loads: SJI Left TC axial load: 0.0 Right TC axial load: 0.0 20.000 in Deep 19.226 in Effective Depth 17.250 in Clear Depth 213044 in-#Moment 48.000 in Interior Panel 4 Web Vees -3mECJ&Wind 0.0 0.0 0.0 7.2 0.0 Ki?x L- 0.0 0.0 0.0 7.2 0.0 Kips L/2310 Live Defl L/1360 SJI Defl 1.000 in Chord gap 0.124 in Camber 27.750 in Left End 27.750 in Right End 207.000 in Design length 535 # Minimum Shear 112 in4 Ix 0 in4 Minimum Ix 3139 # SJI reaction 3139 # SJI reaction Too Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Bridg < 150" Ix= 0.156 Iy= 0.765 Rx = 0.465 Ry = 1.032 Rz = 0.296 Center: L = 24.000 P = -11081 Pax= -13208 2 Fillers Tag end panl: L = 27.750 P = -8853 Pax= -14279 M = 1128 Filler Reqd First point: P = -8853 Pa = -19406 M = 1722 Chord shear: V = 20200 C = -1621 fv = 5362 fc = -2255 f = 5479 Bot Chord: 2-LL1-1/4x.109 A = 0.521 Y = 0.353 Fy = 50000 Q = 0.978 Ix= 0.078 Iy= 0.457 RX = 0.387 Ry = 0.936 RZ = 0.247' Center: L = 48.000 P = 8449 Pa = 15637 Chord shear: V = 20200 T = 5532 fv = 9758 ft = 10613 f = 11108 Vallev Joist West Page 20 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE J503 1 - 20K248/146 x 17' 7.000 Special Crimped angle Parallel chord Shortspan Web Ansl Lnclth Shear Force Member Area, - R -- Pa Weld T-Av1W-B V 1 32.5 20.5 -1611 -1910 lLLlxlx.109 0.206 0.1962 -2825 0.6 1.7/ 1.7 T 1 64.3 39.8 2659 6138 AU - 29/32 0.645 0.226 17406 0.7 C 138.9 22.2 -2011 -2583 lLL1-1/4X.109 0.261 0.2472 -3346 0.8 2.0/ 2.1 T 2 51.3 27.6 1360 2175 lLL1-1/4x.109 0.261 0.2472 7819 0.7 2.3/ 2.5 V 2 0.0 17.3 -1551 -1551 lLLlXlX.109 0.206 0.1962 -3582 0.5 1.8/ 1.5 C 2 51.3 27.6 -748 -1196 lLL1-1/4X.109 0.261 0.2472 -3108 0.4 2.3/ 2.5 Vallev Joist West Page 21 ~1.71 F Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBc 1997 TAG COLOR WHITE 5504 1 - 20K248/146 x 17' 6.875 Crimped angle Parallel chord Shortspan End Lensth Devth Slove Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Tag 4.000 5.000 -0.438 42.000 opp 4.000 5.000 0.438 E 0' 2.500 42.000 Uniform Live load 146 #/ft full length Uniform SJI load 248 #/ft full length Uniform Dead load 102 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. FULL SKEW RE NS @ 4-1/2" HI-CLIP 6' 4'5" & 10'6" FTE OAL St !T BEARING 2-1/4" FTE OAL End loads: __ SJI mDeaduEQukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load.: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 20.000 in Deep 206.875 in Design length 534 # Minimum Shear 19.226 in Effective Depth 112 in4 Ix 0 in4 Minimum Ix 17.250 in Clear Depth L/2314 Live Defl L/1362 SJI Defl 212897 in-#Moment 1.000 in Chord gap 0.124 in Camber 48.000 in Interior Panel 27.719 in Left End 27.719 in Right End 4 Web Vees 3138 # SJI reaction 3138 # SJI reaction TOR Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Bridg < 150" Ix= 0.156 Iy= 0.765 Rx = 0.465 Ry = 1.032 Rz = 0.296 Center: L = 24.000 P = -11073 Pax= -13208 2 Fillers Tag end panl: L = 27.719 P = -8851 Pax= -14286 M = 1126 Filler Reqd First point: P = -8851 Pa = -19406 M = 1718 Chord shear: V = 20200 C = -1614 fv = 5361 fc = -2246 f = 5478 Bot Chord: 2-LL1-1/4x.109 A = 0.521 Y = 0.353 Fy = 50000 Ix= 0.078 Iy= 0.457 RX = 0.387 Ry = 0.936 Center: L = 48.000 P = 8441 Pa = 15637 Chord shear: V = 20200 T = 5530 fv = 9754 ft = 10609 Web Ansl Lnsth Shear Force Member Area- R -- Pa Weld T 164.3 39.8 2658 6135 AU - 29/32 0.645 0.226 17406 0.7 V 1 32.6 20.5 -1610 -1911 1LLlXlX.109 0.206 0.1962 -2821 0.6 C- 38.8 22.1 -2010 -2578 lLL1-1/4x.109 0.261 0.2472 -3357 0.8 T 51.3 27.6 1360 2175 lLL1-1/4x.109 0.261 0.2472 7819 0.7 V 2 0.0 .17.3 -1551 -1551 lLLlxlx.109 0.206 0.1962 -3582 0.5 C 2 51.3 27.6 -748 -1196 lLL1-1/4x.109 0.261 0.2472 -3108 0.4 Q = 0.978 RZ = 0.247 f = 11103 T-AVlW-B 1.7/ 1.7 2.3/ 2.5 2.3/ 2.5 2.0/ 2.1 1.8/ 1.5 Vallev Joist West Page 22 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5505 1 - 20K238/140 x 24' 1.625 Special Crimped angle Parallel chord Shortspan End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tau 4.000 5.000 0.750 42.000 Opp 4.000 4.875 -0.750 E 0' 2.500 42.000 Uniform Live load 140 #/ft full length Uniform SJI load 238 #/ft full length Uniform Dead load 98 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. FUJ SKEW RE FS @ 4-1/2" H. !LIP @ 8'2" & 16'5" FTE OAL SHORT BEARING 3-1/2" @ LE End loads: - SJIm~WEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 20.000 in Deep 285.625 in Design length 708 # Minimum Shear 19.226 in Effective Depth 112 in4 Ix 0 in4 Minimum Ix 17.250 in Clear Depth L/ 917 Live Defl L/ 539 SJI Defl 311780 in-#Moment 1.000 in Chord gap 0.236 in Camber 48.000 in Interior Panel 23.406 in Left End 23.406 in Right End 6 Web Vees 3832 # SJI reaction 3832 # SJI reaction TOR Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Bridg < 150" Ix= 0.156 Iy= 0.765 Rx = 0.465 Ry = 1.032 Rz = 0.296 Center: L = 24.000 P = -16217 Pax= -16753 8 Fillers Second: L = 23.406 P = -9950 Paz= -13476 No Fillers Tag end panl: L 23.406 P = -10292 Paz= -12128 M = 787 NO Filler First point: P = -10292 Pa = -19406 M = 1142 Chord shear: V = 20200 C = -1053 fv = 7926 fC = -1465 f = 7960 Bot Chord: 2-LL1-1/4x.109 A = 0.521 Y = 0.353 Fy = 50000 Q = 0.978 Ix= 0.078 Iy= 0.457 Rx = 0.387 Ry = 0.936 Rz = 0.247 Center: L = 48.000 P = 14234 Pa = 15637 Chord shear: V = 20200 T = 7199 fu-=~ 12698 ft = 13812 f = 14455 r Valley Joist West Page 23 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5505 1 - 20K238/140 x 24' 1.625 Special Crimped angle Parallel chord Shortspan Web Anql Lnsth Shear T 1 64.3 39.8 3460 V 140.8 22.8 -1503 C 1 19.5 18.3 -2972 T 2 51.3 27.6 2418 V 2 0.0 17.3 -1543 C 2 51.3 27.6 -1858 T 3 51.3 27.6 1298 V 3 0.0 17.3 -1557 C,L 51.3 27.6 -738 Force 7988 -1986 -3153 3868 -1543 -2972 2076 -1557 -1180 Member Area- R AU - 29/32 0.645 0.226 lLLlxlx.109 0.206 0.1962 lLL1-1/4x.109 0.261 0.2472 lLL1-1/4x.109 0.261 0.2472 lLLlxlx.109 0.206 0.1962 lLL1-1/4x.109 0.261 0.2472 lLLlxlx.109 0.206 0.1962 lLL1-1/4~.109 0.261 0.2472 lLL1-1/4~.109 0.261 0.2472 -- Pa Weld 17406 '0.9 -2281 0.6 -4420 1.0 7819 1.2 -3582 0.5 -3108 0.9 7819 0.6 -3582 0.5 -3108 0.4 , T-AvlW-B 1.8/ 1.9 2.0/ 1.8 2.3/ 2.5 1.8/ 1.5 1.8/ 1.5 2.3/ 2.5 2.3/ 2.5 2.3/ 2.5 Vallev Joist West Page 24 V1.71 ,- Job #ON02915 - 04 By AS'M Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE J506 1 - 20K238/140 x 24' 1.625 Special Crimped angle Parallel chord Shortspan End Lenqth Depth Slope Holes TOU Chord Ext BCX Holdback Pitch EP/#~L 42.000 Tau 4.000 5.000 0.750 Opp 4.000 4.875 -0.750 E 0' 2.500 42.000 Uniform Live load 140 #/ft full length Uniform SJI load 238 #/ft full length Uniform Dead load 98 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. FULL SKEW RE NS @ 4-1/2" H' :LIP @ 8'2" & 16'5" FTE OAL SHURT BEARING 3-1/2" @ LE End loads: SJI Left TC axial load: 0.0 Right TC axial load: 0.0 20.000 in Deep 19.226 in Effective Depth 17.250 in Clear Depth 311780 in-#Moment 48.000 in Interior Panel 6 Web Vees NtUDDead-EaukWind 0.0 0.0 0.0 7.2 0.0 Kius 0.0 0.0 0.0 7.2 0.0 Kips L/ 917 Live Defl L/ 539 SJI Defl 1.000 in Chord gap 0.236 in Camber 23.406 in Left End 23.406 in Right End 285.625 in Design length 708 # Minimum Shear 112 in4 Ix 0 in4 Minimum Ix 3832 # SJI reaction 3832 # SJI reaction TOD Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Bridg < 150" Ix= 0.156 Iy= 0.765 Rx = 0.465 Ry = 1.032 Rz = 0.296 Center: L = 24.000 P = -16217 Pax= -16753 8 Fillers Second: L = 23.406 P = -9950 Paz= -13476 No Fillers Tag end panl: L = 23.406 P = -10292 Paz= -12128 M = 787 No Filler First point: P = -10292 Pa = -19406 M = 1142 Chord shear: V = 20200 C = -1053 fv = 7926 fc = -1465 f = 7960 Bot Chord: 2-LL1-1/4x.109 A = 0.521 Y = 0.353 Fy = 50000 Q = 0.978 Ix= 0.078 Iy= 0.457 RX = 0.387 Ry = 0.936 RZ = 0.247 Center: L = 48.000 P = 14234 Pa = 15637 Chord shear: V = 20200 T = 7199 fv = 12698 ft = 13812 f = 14455 r- Valley Joist West Page 25 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #10002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5506 1 - 20K238/140 x 24' 1.625 Special Crimped angle Parallel chord Shortspan Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T 1 64.3 39.8 3460 7988 AU - 29/32 0.645 0.226 17406 0.9 V 140.8 22.8 C 1 19.5 18.3 T 2 51.3 27.6 V 2 0.0 17.3 C 2 51.3 27.6 T 3 51.3 27.6 V 3 0.0 17.3 Cy 51.3 27.6 -1503 -2972 2418 -1543 -1858 1298 -1557 -738 -1986 iLLixix.io9 0.206 0.196~ -3153 lLL1-1/4x.109 0.261 0.2472 3868 lLL1-1/4X.109 0.261 0.2472 -1543 lLLlXlX.109 0.206 0.1962 -2972 lLL1-1/4X.109 0.261 0.2472 2076 lLL1-1/4X.109. 0.261 0.2472 -1557 lLLlXlX.109 0.206 0.1962 -1180 lLL1-1/4X.109 0.261 0.2472 -2281 0.6 -4420 1.0 7819 1.2 -3582 0.5 -3108 0.9 7819 0.6 -3582 0.5 -3108 0.4 T - AVl W - B l.8/ 1.9 2.0/ 1.8 1.8/ 1.5 1.81 1.5 2.3/ 2.5 2.3/ 2.5 2.3/ 2.5 2.3/ 2.5 Valley Joist West Page 26 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5507 1 - 20K229/122 x 26' 5.875 Special Crimped angle Parallel chord Shortspan End Lenqth Depth Slowe Holes Top Chord Ext BCX Holdback Pitch EP/#iL Taq 4.000 5.000 Y 42.000 42.000 opp 4.000 5.000 E 0' 2.500 Uniform Live load 122 #/ft full length Uniform SJI load 229 #/ft full length Uniform Dead load 107 #/ft full length An additional SJI load of 1000# may occur at any tow chord wanel ooint. An additional Dead load of lOOO# may occur at any tbp chordApanelApoint. FPL SKEW RE NS @ 4-1/2" H. 'LIP @ 10'6" FTE OAL SHORT BEARING 3-1/4" @ LE End loads: SJI-DeadLiveEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 20.000 in Deep 313.875 in Design length 749 # Minimum Shear 19.101 in Effective Depth 132 in4 Ix 0 in4 Minimum Ix 16.750 in Clear Depth L/ 935 Live Defl L/ 498 SJI Defl 349839 in-#Moment 1.000 in Chord gap 0.285 in Camber 48.000 in Interior Panel 30.469 in Left End 30.469 in Right End 6 Web Vees 3995 # SJI. reaction 3995 # SJI reaction Tow Chord: 2-LL1-3/4x.125 A = 0.844 Y = 0.484 Fy = 50000 Q = 0.897 Bridg < 163" Ix= 0.251 Iy= 1.068 Rx = 0.546 Ry = 1.125 Rz = 0.347 Center: L = 24.000 P = -18315 Pax= -19383 4 Fillers Fourth: L = 24.000 P = -15551 Paz= -16467 No Fillers Tag end panl: L = 30.469 P = -10624 Paz= -12512 M = 1246 No Filler First point: P = -10624 Pa = -22781 M = 1936 Chord shear: V = 20200 C = -3210 fv = 6694 fc = -3805 f = 6959 Bot Chord: 2-LL1-1/2x.109 A = 0.630 Y = 0.415 Fy = 50000 Q = 0.905 Ix= 0.138 Iy= 0.666 Rx 0.467 Ry = 1.028 RZ 0.297 Center: L = 48.000 P = 16412 Pa = 18907 Chord shear: V = 20200 T = 7490 fv = 10938 ft = 11885 f. = 12448 7 Vallev Joist West Page 27 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE J507 1 - 20K229/122 x 26' 5.875 Special Crimped angle Parallel chord Shortspan Web Anql Lnqth T 164.5 38.9 V 126.5 18.7 C 147.6 24.9 T 2 51.5 26.9 V 2 0.0 16.8 C 2 51.5 26.9 T 3 51.5 26.9 V 3 0.0 16.8 Cy 51.5 26.9 Shear 3577 -1629 -2929 2332 -1536 -1798 1263 -1550 -749 Force 8300 -1821 -4345 3745 -1536 -2887 2029 -1550 -1202 Member AU - 29/32 1LLlXlX.lO9 lLL1-1/2X.109 lLL1-1/4X.109 lLLl - 1/4x. 10 9 lLL1-1/4X.109 1LLlXlX.lO9 lLL1-1/4X.109 1LLlxlx.lO9 Area- R 0.645 0.226 0.206 0.1962 0.315 0.2972 0.261 0.2472 0.206 0.1962 0.261 0.2472 0.261 0.2472 0.206 0.1962 0.261 0.2472 -- Pa Weld 17406 1.0 -3246 0.6 -4487 1.3 7819 1.2 -3693 0.5 -3270 0.9 7819 0.6 -3693 0.5 -3270 0.4 T - AVl W - B 2.0/ 1.9 2.8/ 2.9 2.0/ 1.8 2.0/ 1.8 2.7/ 2.9 2.71 2.9 2.7/ 2.9 2.7/ 2.9 Vallev Joist West Page 28 V1.71 Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE J508 1 - 20K229/122 x Parallel chord Shortspan End Lenqth Depth SloDe Taa 4.000 5.000 -0.438 Opi; 4.000 5.125 0.438 Uniform Live load 122 #/ft Uniform SJI load 229 #/ft Uniform Dead load 107 #/ft 26' 6.125 Special Crimped angle Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Y E 0' 2.500 full length full length full lenath 42,000 42.000 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. FLF-L SKEW RE FS @ 4-1/2" H :LIP @ 10'6" FTE OAL SHORT BEARING 3" @ LE End loads: SJI-&adadL&Wind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 20.000 in Deep 314.125 in Design length 749 # Minimum Shear 19.101 in Effective Depth 132 in4 Ix 0 in4 Minimum Ix 16.750 in Clear Depth L/ 933 Live Defl L/ 497 SJI Defl 350228 in-#Moment 1.000 in Chord gap 0.286 in Camber 48.000 in Interior Panel 30.531 in Left End 30.531 in Riqht End 6 Web Vees 3997 # SJI reaction TOP Chord: 2-LL1-3/4x.125 Bridg c 163" Ix= 0.251 Center: L = 24.000 Fourth: L = 24.000 Tag end panl: L = 30.531 First point: Chord shear: V = 20200 Bot Chord: 2-LL1-1/2x.109 IX= 0.138 Center: L = 48.000 Chord shear: V = 20200 A = 0.844 Iy= 1.068 P = -18336 P = -15572 P = -10627 P = -10627 C = -3230 A = 0.630 Iy= 0.666 P = 16434 T = 7494 Y = 0.484 RX = 0.546 Pax= -19383 Paz= -16467 Paz= -12489 Pa = -22781 fv = 6695 Y = 0.415 RX = 0.467 fv = 10944 Pa = 18907 3997 # SJI-reaction Fy = 50000 Ry = 1.125 M = 1251 M = 1945 fC = -3828 Fy = 50000 Ry = 1.028 ft = 11891 Q = 0.897 Rz = 0.347 4 Fillers No Fillers No Filler f = 6963 Q = 0.905 Rz = 0.297 f = 12455 Vallev Joist West Page 29 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5508 1 - 20K229/122 x 26' 6.125 Special Crimped angle Parallel chord Shortspan Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T 1 64.5 38.9 3579 8305 AU - 29/32 0.645 0.226 17406 1.0 V 126.4 18.7 -1630 -1820 1LLlXlX.109 0.206 0.1962 -3252 0.6 C 147.8 24.9 -2929 -4360 lLL1-1/2x.109 0.315 0.2972 -4468 1.3 T 2 51.5 26.9 2332 3745 lLL1-1/4~.109 0.261 0.2472 7819 1.2 V 2 0.0 16.8 -1536 -1536 1LLlXlX.109 0.206 0.1962 -3693 0.5 C 2 51.5 26.9 -1798 -2887 lLL1-1/4x.109 0.261 0.2472 -3270 0.9 V 3 0.0 16.8 -1550 -1550 1LLlXlX.109 0.206 0.1962 -3'693 0.5 C+ 51.5 26.9 -749 -1203 lLL1-1/4x.109 0.261 0.2472 -3270 0.4 T 3 51.5 26.9 1263 2029 lLL1-1/4x.109 0.261 0.2472 7819 0.6 T -AVlW - B 2.0/ 1.9 2.8/ 2.9 2.0/ 1.8 2.0/ 1.8 2.7/ 2.9 2.7k 2.9 2.7/ 2.9 2.7/ 2.9 Page 30 V1.71 Vallev Joist West - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5509 1 - 20K248/146 x 8' 7.875 Special Crimped angle - End Lenqth DeDth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 4.000 5.000 36.000 opp 4.000 5.000 E 0' 2.500 36.000 Parallel chord Shortspan Uniform Live load 146 #/ft full length Uniform SJI load 248 #/ft full length Uniform Dead load 102 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. FU L SKEW RE NS @ 4-1/2" S k T BEARING 2-1/4" @ LE H1 CLIP @ 4'5" FTE OAL End loads: - SJINtUI>Dead-EaukU Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 20.000 in Deep 99.875 in Design length 258 # Minimum Shear 19.226 in Effective Depth 112 in4 Ix 0 in4 Minimum Ix 17.250 in Clear Depth L/20564 Live Defl L/12106 SJI Defl 131533 in-#Moment 1.000 in Chord gap 0.029 in Camber 31.875 in Interior Panel 24.969 in Left End 24.969 in Right End 2 Web Vees 2032 # SJI reaction 2032 # SJI reaction Tor, Chord: 2- Bridg < 150" Center: -LL1-1/2~.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Ix= 0.156 Iy= 0.765 RX = 0.465 Ry = 1.032 RZ = 0.296 L = 24.969 P = -6841 Paz= -11486 M = 920 No Fillers Tag end panl: L = 24.969 P = -6841 Paz= -11486 M = 920 No Filler First point: P = -6841 Pa = -19406 M = 1380 Chord shear: V = 20200 C = -628 fv = 2021 fc = -874 f = 2068 Bot Chord: 2-LL1-1/4x.109 A = 0.521 Y = 0.353 Fy = 50000 Q = 0.978 IX= 0.078 Iy= 0.457 Rx = 0.387 Ry = 0.936 Rz = 0.247 Chord shear: V = 20200 T = 2535 fv = 5261 ft = 4864 f = 5796 Center: L = 31.875 P = 2639 Pa = 15637 Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T-AvlW-B T 1 60.5 35.0 1434 2912 AU - 29/32 0.645 0.226 17406 0.3 V r?5.2 19.1 -1547 -1709 1LLlxlx.109 0.206 0.1962 -3166 0.5 1.7/ 1.6 C i 39.7 22.4 -758 -985 lLL1-1/4~.109 0.261 0.2472 -3272 0.3 2.0/ 2.1 Vallev Joist West Page 31 ~1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5510 1 - 20K248/146 x 8' 7.875 Special Crimped angle End Lenqth Depth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 4.000 5.000 -0.438 36.000 Opp 4.000 5.125 0.438 E 0' 2.500 36.000 Parallel chord Shortspan Uniform Live load 146 #/ft full length Uniform SJI load 248 #/ft full length Uniform Dead load 102 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. S"YT BEARING 2-1/4" @ LE H1 CLIP @ 4'5" FTE OAL SKEW RE FS @ 4-1/2" End loads: SJIIDeadLiveEcrukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 20.000 in Deep 99.875 in Design length 258 # Minimum Shear 19.226 in Effective Depth 112 in4 Ix 0 in4 Minimum Ix 17.250 in Clear Depth L/20564 Live Defl L/12106 SJI Defl 131533 in-#Moment 1.000 in Chord gap 0.029 in Camber 31.875 in Interior Panel 24.969 in Left End 24.969 in Right End 2 Web Vees 2032 # SJI reaction 2032 # SJI reaction TOD Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Bridg < 150" Ix= 0.156 Iy= 0.765 Rx = 0.465 Ry = 1.032 Rz = 0.296 Center: L = 24.969 P = -6841 Paz= -11486 M = 920 No Fillers Tag end panl: L = 24.969 P = -6841 Paz= -11486 M = 920 No Filler First point: P = -6841 Pa = -19406 M = 1380 Chord shear: V = 20200 C = -628 fv = 2021 fC = -874 f = 2068 Bot Chord: 2-LL1-1/4x.109 4 = 0.521 Y = 0.353 Fy = 50000 Q = 0.978 Ix= 0.078 Iy= 0.457 Rx = 0.387 Ry = 0.936 RZ = 0.247 Center: L = 31.875 P = 2639 Pa = 15637 Chord shear: V = 20200 T = 2535 fv = 5261 ft = 4864 f = 5796 Pa Weld T-AvlW-B V/-25.2 19.1 -1547 -1709 lLLlxlx.109 0.206 0.1962 -3166 0.5 1.7/ 1.6 -- Web Anql Lnqth Shear Force Member Area- R T 1 60.5 35.0 1434 2912 AU - 29/32 0.645 0.226 17406 0.3 C I 39.7 22.4 -758 -985 lLL1-1/4~.109 0.261 0.2472 -3272 0.3 2.0/ 2.1 Valley Joist West Page 32 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5511 3 - 24K227/121 x 33' 1.500 Special Crimped angle Parallel chord Shortspan End Lenqth Deuth Holes Tor) Chord Ext BCX Holdback Pitch EP/#lL Tag 4.000 5.000 1.000 48.000 Opp 4.000 5.125 -1.000 E 0'. 1.000 48.000 Uniform Live load 121 #/ft full length Uniform SJI load 227 #/ft full length Uniform Dead load 106 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HkCLIP @ 8'2", 16'5", & 24'11" FTE OAL S: !T BEARING 3-1/2" @ LE End loads: __ SJI mDeadaE_crukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 24.000 in Deep 393.500 in Design length 930 # Minimum Shear 23.088 in Effective Depth 220 in4 Ix 0 in4 Minimum Ix 20.750 in Clear Depth L/ 796 Live Defl L/ 424 SJI Defl 499303 in-#Moment 1.000 in Chord yap 0.448 in Camber 48.000 in Interior Panel 26.375 in Left End 26.375 in Right End 8 Web Vees 4722 # SJI reaction 4722 # SJI reaction TOD Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Fy = 50000 Q = 0.953 Center: L = 24.000 P = -21626 Pax= -23230 4 Fillers Sixth: L = 24.000 P = -19482 Paz= -19535 No Fillers Bridg c 164" Ix= 0.283 Iy= 1.225 Rx = 0.543 Ry = 1.130 RZ = 0.346 Tag end panl: L = 26.375 P = -11644 Paz= -16549 M = 938 No Filler First point: P = -11644 Pa = -25923 M = 1414 Chord shear: V = 20200 C = -1122 fv = 7671 fc = -1169 f = 7693 Bot Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Ix= 0.156 Iy= 0.765 RX = 0.465 Ry = 1.032 RZ = 0.296 Center: L = 48.000 P = 20119 Pa = 21563 Chord shear: V = 20200 T = 8678 fv = 11615 ft = 12073 f = 13090 Vallev Joist West Page 33 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE J511 3 - 24K227/121 x 33' 1.500 Special Crimped angle Parallel chord Shortspan Web Anql, Lnqth Shear T 1 63.3 46.3 4355 V 140.4 27.2 -1543 C 1 16.3 T 2 46.1 v 2 0.0 C 2 46.1 T 3 46.1 v 3 0.0 C,J 46.1 T 46.1 v 4 0.0 C 4 46.1 21.6 -3839 29.9 3302 20.8 -1530 29.9 -2787 29.9 2272 20.8 -1551 29.9 -1757 29.9 1242 20.8 -1562 29.9 -930 Force Member 9709 AU - 29/32 ~ ~~ ~ -2025 lLL1-1/4X.109 -4000 lLL1-1/2X.109 -4020 lLL1-1/2X.109 -2534 lLL1-1/4X.109 4763 lLL1-1/4X.109 -1530 1LLlXlX.lO9 3277 lLL1-1/4X.109 -1551 1LLlxlx.109 1791 lLL1-1/4X.109 -1342 lLL1-1/4X.109 -1562 lLLlxlx.109 Area- R 0.645 0.226 0.261 0.2472 0.315 0.2972 0.261 0.2472 0.206 0.1962 0.315 0.2972 0.261 0.2472 0.206 0.1962 0.261 0.2472 0.261 0.2472 0.206 0.1962 0.261 0.2472 -__ Pa Weld 17406 1.1 -3190 0.6 -5246 1.2 -2750 0.5 -4466 1.2 7819 1.0 -2750 0.5 -2641 0.8 7819 0.6 -2750 0.5 -2641 0.4 7819 1.5 T - Avl W - B 2.4/ 2.5 2.5; 2.3 2.5/ 2.6 2.0/ 1.8 2.7/ 2.9 2.5/ 2.6 2.0/ 1.8 2.5/ 2.6 2.5/ 2.6 2.0/ 1.8 2.5/ 2.6 c Vallev Joist West Page 34 V1.71 Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5512 2 - 24K219/117 x 33' 0.000 Special Crimped angle Parallel chord Shortspan - End Lenqth Depth Slope Holes Tor, Chord Ext BCX Holdback Pitch EP/#lL Tag 4.000 5.000 1.000 48.000 ' opp 4.000 5.000 -1.000 E 0' 4.500 48.000 Uniform Live load 117 #/ft full length Uniform SJI load 219 #/ft full length Uniform Dead load 102 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 8'2", 16'5", & 24'11" SrIT BEARING 3-1/2" (3 LE End loads: SJIrnDeaddLlkWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 24.000 in Deep 392.000 in Design length 894 # Minimum Shear 23.088 in Effective Depth 220 in4 Ix 0 in4 Minimum Ix 20.750 in Clear Depth L/ 833 Live Defl L/ 445 SJI Defl 485471 in-#Moment 1.000 in Chord gap 0.445 in Camber 48.000 in Interior Panel 26.000 in Left End 26.000 in Right End 8 Web Vees 4577 # SJI reaction 4577 # SJI reaction TOD Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Fy = 50000 Q = 0.953 Bridg < 164" Ix= 0.283 Iy= 1.225 Rx = 0.543 Ry = 1.130 Rz = 0.346 Center: L = 24.000 P = -21027 Pax= -23230 4 Fillers Sixth: L = 24.000 P = -18940 Paz= -19535 No Fillers Tag end panl: L = 26.000 P = -11412 Paz= -16716 M = 881 No Filler First point: P = -11412 Pa = -25923 M = 1322 Chord shear: V = 20200 C = -970 fv = 7458 fc = -1010 f = 7475 Bot Chord: 2-LL1-1/2x.125 A = 0.719 Y = 0.421 Fy = 50000 Q = 0.961 Ix= 0.156 Iy= 0.765 Rx = 0.465 Ry = 1.032 Rz = 0.296 Chord shear: V = 20200 T = 8412 fv = 11260 ft = 11704 f = 12690 Center: L = 48.000 P = 19427 Pa = 21563 Vallev Joist West Page 35 V1.71 ,_ Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE J512 2 - 24K219/117 x 33' 0.000 Special Crimped angle Parallel chord Shortspan Web ?ma Lnqth Shear ,Force Member Area- R -- Pa Weld T-AvlW-B T 1 63.3 46-.3 4222 9413 AU - 29/32 0.645 0.226 17406 1.0 V 140.9 27.5 C 114.6 21.4 T 2 46.1 29.9 V 2 0.0 20.8 C 2 46.1 29.9 T 3 46.1 29.9 V 3 0.0 20.8 C> 46.1 29.9 T, 46.1 29.9 v 4 0.0 20.8 C 4 46.1 29.9 -1518 -3733 3215 -1512 -2716 2217 -1533 -1717 1218 -1543 -894 -2008 -3857 4637 -1512 -3917 3197 -2477 1757 -1533 -1543 -1290 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 1LLlXlX.lO9 1LLlXlX.lO9 lLLlXlX.109 0.261 0.2472 0.315 0.2972 0.261 0.2472 0.206 0.1962 0.315 0.2972 . 0.261 0.2472 0.206 0.1962 0.261 0.2472 0.261 0.2472 0.206 0.1962 0.261 0.2472 -3139 -5286 7819 -2750 -4466 7819 -2750 -2641 7819 -2750 -2641 0.6 1.2 1.4 0.5 1.2 1.0 0.5 0.8 0.5 0.5 0.4 2.4/ 2.5 2.5/ 2.3 2.5/ 2.6 2.7/ 2.9 2.5/ 2.6 2.5/ 2.6 2.51 2.6 2.5/ 2.6 2.0/ 1.8 2.0/ 1.8 2.0/ 1.8 Page 36 V1.71 Vallev Joist West - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5513 4 - 30K219/116 x .45' 9.625 Special Crimped angle Parallel chord Shortspan End Lensth Depth Slope Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Tag 4.000 5.000 -0.438 54 .OOO opp 4.000 5.000 0.438 54.000 Uniform Live load 116 #/ft full length Uniform SJI load 219 #/ft full length Uniform Dead load 103 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HI. CLIP @ 9'2", 18'5", & 36'10" FTE OAL TT' 1 CLIP @ 27'7" SHuKT BEARING 2-1/4" @ LE SHORT BEARING 3-1/2" @ RE End loads: SJI-DeadLiveEaukWind Left TC axial load:' 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 30.000 in Deep 545.625 in Design length 1245 # Minimum Shear 28.952 in Effective Depth 448 in4 Ix 0 in4 Minimum Ix 26.250 in Clear Depth L/ 635 Live Defl L/ 336 SJI Defl 838182 in-#Moment 1.000 in Chord gap 0.861 in Camber 48.000 in Interior Panel 28.406 in Left End 28.406 in Right End 11 Web Vees 5979 # SJI reaction 5979 # SJI reaction TOD Chord: 2-L L2x2x.156 A = 1.199 Y = 0.558 Fy = 50000 Q = 0.935 Bridg < 178" Ix= 0.464 Iy= 1.805 Rx = 0.622 Ry = 1.227 Rz = 0.396 Center: L = 24.000 P = -28951 Pax= -29375 6 Fillers Eighth: L = 24.000 P = -25847 Paz= -25723 No Fillers Tag end panl: L = 28.406 P = -12867 Paz= -21232 M = 1042 No Filler First point: P = -12867 Pa = -32382 M = 1598 Chord shear: V = 20200 C = -847 fv = 8168 fc = -706 f = 8176 Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Fy = 50000 Q = 0.953 Ix= 0.283 Iy= 1.225 Rx = 0.543 Ry 1.130 Rz = 0.346 Center: L = 48.000 P = 27951 Pa = 28803 Chord shear: V = 20200 T = 10102 fv = 11237 ft = 10522 f = 12408 rc Valley Joist West Page 37 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5513 4 - 30K219/116 x 45’ 9.625 Special Crimped angle Parallel chord Shortspan Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T-AV1W-B T 1 60.9 54.0 5624 11562 AU - 29/32 0.645 0.226 17406 1.3 V 1 39.2 c 1 9.4 T 2 39.7 v 2 0.0 c 2 39.7 T 3 39.7 v 3 0.0 c 3 39.7 T 39.7 v Y 0.0 c 4 39.7 T 5 39.7 v 5 0.0 c 5 39.7 T 6 39.7 V 6 0.0 33.9 -1568 26.6 -5097 26.3 -1521 34.1 -4093 34.1 3611 26.3 -1548 34.1 -3129 34.1 2647 26.3 -1567 34.1 -2165 34.1 1683 26.3 -1579 34.1 -1245 34.1 1245 34.1 4575 26.3 -1583 -2023 lLL1-1/4X.109 0.261 0.2472 5942 lLL1-1/4x.109 0.261 0.2472 -5167 1LL1-3/4~.125 0.422 0.3472 -1521 lLLlXlX.109 0.206 0.1962 -5316 1LL1-3/4~.125 0.422 0.3472 -1548 1LLlXlX.109 0.206 0.1962 -4064 lLL1-1/2X.125 0.359 0.2962 3438 lLL1-1/4x.109 0.261 0.2472 -1567 1LLlXlX.109 0.206 0.1962 4690 lLL1-1/4x.109 0.261 0.2472 -2812 lLL1-1/2x.109 0.315 0.2972 2186 lLL1-1/4x.109 0.261 0.2472 -1617 lLL1-1/4x.109 0.261 0.2472 1617 lLL1-1/4x.109 0.261 0.2472 -1583 lLLlxlx.109 0.206 0.1962 -1579 lLLlXlX.109 0.206 0.1962 -2063 0.6 2.7/ 2.8 -6637 1.4 3.0/ 2.8 -1719 0.5 2.3/ 2.0 -6155 1.4 3.2/ 3.2 -1719 0.5 2.3,’ 2.0 7819 1.8 2.7/ 2.7 7819 1.4 2.7/ 2.7 -4050 1.1 2.9/ 3.0 7819 1.1 2.7/ 2.7 -1719 0.5 2.3/ 2.0 -3574 0.9 2.9/ 3.0 7819 0.7 2.7/ 2.7 -1719 0.5 2.3/ 2.0 -2035 0.5 2.7/ 2.7 7819 0.5 2.7/ 2.7 -1719 0.5 2.3/ 2.0 Vallev Joist West Page 38 V1.71 rc Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE J514 1 - 30K229/122 x 45' 9.625 Special Crimped angle End Lenqth Depth Slope Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 4.000 5.000 -0.438 Y 54.000 opp 4.000 5.000 0.438 54.000 Parallel chord Shortspan Uniform Live load 122 #/ft full length Uniform SJI load 229 #/ft full length Uniform Dead load 109 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. HGCLIP @ 9'2", 18'5", & 36'10" FTE OAL T 1 CLIP @ 27'7" SHORT BEARING 3" @ LE SHORT BEARING 3-1/2" @ RE End loads: - SJI mDeadup&Wind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kihs 30.000 in Deep 545.625 in Design length 1302 # Minimum Shear 28.893 in Effective Depth 457 in4 Ix 0 in4 Minimum Ix 26.000 in Clear Depth L/ 616 Live Defl L/ 328 SJI Defl 870516 in-#Moment 1.000 in Chord gap 0.861 in Camber 48.000 in Interior Panel 28.406 in Left End 28.406 in Right End 11 Web Vees 6206 # SJI reaction 6206 # SJI reaction Tow Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Bridg < 178" Ix= 0.482 Iy= 1.888 Rx = 0.621 Ry = 1.229 Rz = 0.395 Center: L = 24.000 P = -30129 Pax= -31142 6 Fillers Eighth: L = 24.000 P = -26879 Paz= -27205 No Fillers Tag end panl: L = 28.406 P = -13293 Paz= -22414 M = 1099 No Filler First point: P = -13293 Pa = -33773 M = 1685 Chord shear: V = 20200 C = -887 fv = 8171 fc = -709 f = 8178 Bot Chord: 2-L L2x2x.125 A = 0.969 Y = 0.546 Fy = 50000 Q = 0.834 Ix= 0.380 Iy= 1.441 RX = 0.626 Ry = 1.219 RZ = 0.398 Center: L = 48.000 P = 29286 Pa = 29063 .Ch_ord shear: V = 20200 T = 10588 fv = 11766 ft = 10929 f = 12973 Vallev Joist West Page 39 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE J5 14 1 - 30K229/122 x 45‘ 9.625 Special Crimped angle Parallel chord Shortspan Web Ansl Lnsth Shear Force Member Area,- R I -- Pa Weld T-AvlW-B T 1 60.9 53.5 5883 12112 AU - 29/32 0.645 0.226 17406 1.3 v1 c1 T2 v2 c2 T3 v3 T Vr c4 T5 v5 c5 T6 V6 c.2 39.2 9.5 39.7 0.0 39.7 39.7 0.0 39.7 39.7 0.0 39.7 39.7 0.0 39.7 39.7 0.0 33.6 -1594 26.4 -5327 33.8 4779 26.0 -1544 33.8 -4273 33.8 3767 26.0 -1572 33.8 -3261 33.8 2755 26.0 -1592 33.8 -2249 26.0 -1605 33.8 -1302 33.8 1743 33.8 1302 26.0 -1609 -2057 lLL1-1/4X.109 0.261 0.2472 -5401 lLL1-3/4X.125 0.422 0.3472 6212 lLL1-1/4X.109 0.261 0.2472 -1544 lLLlXlX.109 0.206 0.1962 4897 lLL1-1/4x.109 0.261 0.2472 -1572 1LLlXlX.109 0.206 0.1962 -4239 1LL1-3/4X.125 0.422 0.3472 3581 lLL1-1/4X.109 0.261 0.2472 -1592 1LLlXlX.109 0.206 0.1962 2266 lLL1-1/4~.109 0.261 0.2472 -1605 1LLlXlX.109 0.206 0.1962 -1692 lLL1-1/4x.109 0.261 0.2472 1692 lLL1-1/4~.109 0.261 0.2472 -1609 lLLlXlX.109 0.206 0.1962 -5555 lLL1-3/4x.125 0.422 0.3472 -2924 lLL1-1/2~.109 0.315 0.2972 -2100 0.6 2.7/ 3.1 -6703 1.5 3.0/ 3.0 7819 1.9 2.7/ 3.1 -1752 0.5 2.3,’ 2.3 -6222 1.5 3.2/ 3.6 7819 1.5 2.7/ 3.1 -1752 0.5 2.3,’ 2.3 -6222 1.1 3.2/ 3.6 7819 1.1 2.7/ 3.1 -1752 0.5 2.3/ 2.3 -3637 0.9 2.9/ 3.3 7819 0.7 2.7/ 3.1 -1752 0.5 2.3/ 2.3 -2071 0.5 2.7/ 3.1 7819 0.5 2.7/ 3.1 -1752 0.5 2.3/ 2.3 Vallev Joist West Page 40 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5515 1 - 30K229/122 x 45' 9.625 Special Crimped angle Parallel chord Shortspan - End Lenqth Depth Sloue Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 4.000 5.000 -0.438 Y 54.000 opp 4.000 5.000 0.438 54.000 Uniform Live load 122 #/ft full length Uniform SJI load 229 #/ft full length Uniform Dead load 107 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 9'2", 18'5", & 36'10" FTE OAL Tcl 1 CLIP @ 27'7" SHUKT BEARING 3-1/4" @ LE SHORT BEARING 3-1/2" @ RE End loads: __ SJImW-EaukW Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 30.000 in Deep 545.625 in Design length 1302 # Minimum Shear 28.949 in Effective Depth 456 in4 Ix 0 in4 Minimum Ix 26.250 in Clear Depth L/ 615 Live Defl L/ 328 SJI Defl 864532 in-#Moment 1.000 in Chord gap 0.861 in Camber 48.000 in Interior Panel 28.406 in Left End 28.406 in Right End 11 Web Vees 6206 # SJI reaction 6206 # SJI reaction TOD Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Bridg c 178" Ix= 0.482 Iy= 1.888 Rx = 0.621 Ry = 1.229 Rz = 0.395 Center: L = 24.000 P = -29864 Pax= -31142 6 Fillers Eighth: L = 24.000 P = -26647 Paz= -27205 No Fillers Tag end panl: L = 28.406 P = -13197 Paz= -22414 M = 1089 No Filler First point: P = -13197 Pa = -33773 M = 1671 Chord shear: V = 20200 C = -879 fv = 8112 fc = -703 f = 8119 . Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Fy = 50000 Q = 0.953 Ix= 0.283 Iy= 1.225 RX = 0.543 Ry = 1.130 RZ = 0.346 Center: L = 48.000 P = 29016 Pa = 28803 Chord shear: V = 20200 T = 10490 fv = 11668 ft = 10926 f = 12883 /c Page 41 V1.71 Vallev Joist West - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5515 1 - 30K229/122 x 45' 9.625 Special Crimped angle Parallel chord Shortspan Web Anql Lnqth Shear T 160.9 54.0 5840 V 139.2 33.9 -1593 C 1 9.4 26.6 -5289 T 2 39.7 34.1 4745 V 2 0.0 26.3 -1543 C 2 39.7 34.1 -4243 T 3 39.7 34.1 3741 V 3 0.0 26.3 -1571 Cy 39.7 34.1 -3239 T' 39.7 34.1 2737 V 4 0.0 26.3 -1591 C 4 39.7 34.1 -2235 V 5 0.0 26.3 -1603 C 5 39.7 34.1 -1302 V 6 0.0 26.3 -1607 T 5 39.7 34.1 1733 T 6 39.7 34.1 1302 Force Member Area- R 12006 AU - 29/32 0.645 0.226 -2055 lLL1-1/4X.109 0.261 0.2472 -5362 1LL1-3/4X.125 0.422 0.3472 6163 lLL1-1/4x.109 0.261 0.2472 -1543 lLLlXlX.109 0.206 0.1962 -5511 1LL1-3/4X.125 0.422 0.3472 4859 lLL1-1/4x.109 0.261 0.2472 -1571 1LLlXlX.109 0.206 0.1962 -4207 1LL1-3/4X.125 0.422 0.3472 3555 lLL1-1/4x.109 0.261 0.2472 -1591 1LLlXlX.109 0.206 0.1962 -2903 lLL1-1/2X.109 0.315 0.2972 2251 lLL1-1/4x.109 0.261 0.2472 -1603 lLLlXlX.109 0.206 0.1962 -1691 lLL1-1/4X.109 0.261 0.2472 1691 lLL1-1/4x.109 0.261 0.2472 -1607 lLLlXlX.109 0.206 0.1962 -- Pa, Weld 17406 1.3 -2063 0.6 -6637 1.4 -1719 0.5 -6154 1.5 -1719 0.5 -6154 1.1 7819 1.1 -1719 0.5 -3574 0.9 7819 0.7 -1719 0.5 -2035 0.5 -1719 0.5 7819 1.9 7819 1.5 7819 0.5 T -AVlW - B 2.7/ 2.8 3.0/ 2.8 2.7/ 2.7 2.3/ 2.0 3.2/ 3.2 2.71 2.7 2.3/ 2.0 3.2/ 3.2 2.7/ 2.7 2.31 2.0 2.9/ 3.0 2.7/ 2.7 2.3/ 2.0 2.7/ 2.7 2.7/ 2.7 2.3/ 2.0 Vallev Joist West Page 42 V1.71 7 Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5516 6 - 30K240/128 x 45'10.125 Special Crimped angle Parallel chord Shortspan End Lenqth Dewth slope Holes TOR Chord Ext BCX Holdback Pitch EP/#~L Tag 4.000 4.875 -0.436 E 0' 2.000 54.000 opp 4.000 5.000 0.438 54 .OOO Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 9'2", 18'5", & 36'10" FTE OAL TS- 1 CLIP @ 27'7" FTE OAL SHUAT BEARING 3-1/2" @ RE End loads: SJImDead-mWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 30.000 in Deep 546.125 in Design length 1365 # Minimum Shear 28.945 in Effective Depth 476 in4 Ix 0 in4 Minimum Ix 26.250 in Clear Depth L/ 610 Live Defl L/ 325 SJI Defl 895283 in-#Moment 1.000 in Chord gap 0.863 in Camber 48.000 in Interior Panel 28.531 in Left End 28.531 in Riqht End 11 Web Vees 6461 # SJI reaction Tow Chord: 2-L L2x2x.163 Bridg < 178" Ix= 0.482 Center: L = 24.000 Sixth: L = 24.000 Tag end panl: L = 28.531 First point: Chord shear: V = 20200 Bot Chord: 2-LL1-3/4x.155 IX= 0.304 Center: L = 48.000 Chord shear: V = 20200 A = 1.251 P = -30930 P = -23410 P = -13572 P = -13572 C = -962 A = 1.037 Iy= 1.330 P = 30242 T = 10924 Iy= 1.888 Y = 0.560 RX = 0.621 Pax= -31142 Paz= -27205 Paz= -22353 Pa = -33773 fv = 8437 Y = 0.495 RX = 0.541 Pa = 31109 fv = 1120~9 6461 # SJI-reaction Fy = 50000 Ry = 1.229 M = 1151 M = 1767 fc = -769 Fy = 50000 Ry = 1.133 ft = 10535 Q = 0.952 RZ = 0.395 10 Fillers No Fillers No Filler f = 8446 Q = 0.983 Rz = 0.345 f = 12385 Valley Joist West Page 43 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: VBC 1997 TAG COLOR WHITE 5516 6 - 30K240/128 x 45'10.125 Special Crimped angle Parallel chord Shortspan Web Anql Lnqth Shear T 1 60.9 54.0 6081 V 139.0 33.8 -1623 C 1 9.9 26.6 -5501 T 2 39.7 34.1 4932 V 2 0.0 26.3 -1568 c 2 39.7 34.1 -4408 T 3 39.7 34.1 3884 V 3 0.0 26.3 -1597 C L39.7 34.1 -3360 T' 39.7 34.1 2836 V + 0.0 26.3 -1618 C 4 39.7 34.1 -2312 T 5 39.7 34.1 1788 V 5 0.0 26.3 -1630 C 5 39.7 34.1 -1365 T 6 39.7 34.1 1365 V 6 0.0 26.3 -1635 Force Member 12502 AU - 29/32 -2090 lLL1-1/4X.109 -5584 1LL1-3/4~.125 6406 lLL1-1/4~.109 -1568 1LLlXlX.109 -5726 1LL1-3/4X.125 5045 lLL1-1/4X.109 -1597 1LLlXlX.lO9 -4364 lLL1-3/4~.125 3684 lLL1-1/4X.109 -1618 lLLlXlX.109 -3003 lLL1-1/2X.109 2323 lLL1-1/4X.109 -1630 1LLlXlX.109 -1774 lLL1-1/4X.109 1774 lLL1-1/4X.109 -1635 1LLlXlX.109 Area 0.645 0.261 0.422 0.261 0.206 0.422 0.261 0.206 0.422 0.261 0.206 0.315 0.261 0.206 0.261 0.261 0.206 - R -- Pa Weld 0.226 17406 1.4 0.2472 -2072 0.6 0.3472 0.2472 0.1962 0.3472 0.2472 0.1962 0.3472 0.2472 0.1962 0.2972 0.2472 0.1962 0.2472 0.2472 0.1962 -6627 1.5 -1719 0.5 -6154 1.5 -1719 0.5 -6154 1.2 7819 1.1 -1719 0.5 -3573 0.9 7819 0.7 -1719 0.5 -2035 0.5 7819 0.5 7819 2.0 7819 1.6 -1719 0.5 .. T - AVl W - B 2.71 2.7 3.0/ 2.8 2.7/ 2.7 2.3) 2.0 3.2/ 3.2 2.7/ 2.7 2.3/ 2.0 3.2/ 3.2 2.7/ 2.7 2.3/ 2.0 2.9/ 3.0 2.3/ 2.0 2.7/ 2.7 2.7/ 2.7 2.3/ 2.0 2.7/ 2.7 Vallev Joist West Page 44 ~1.71 7 Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE 5517 2 - 30K240/128 x 46' 0.375 Special Crimped angle Parallel chord Shortspan End Lensth Delsth Slolse Holes TOR Chord Ext BCX Holdback Pitch EP/#~L Tau 4.000 5.000 -0.438 E 0' 3.000 54. onn opp 4.000 5.000 0.438 54.000 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP 63 9'5", 18'8", & 37'1" FTE OAL T"', 1 CLIP @ 27'10" FTE OAL ShdT BEARING 3-1/2" 63 RE End loads: SJIuJlDeadLiveL&Wind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 30.000 in Deep 548.375 in Design length 1371 # Minimum Shear 28.945 in Effective Depth 476 in4 Ix 0 in4 Minimum Ix 26.250 in Clear Depth L/ 602 Live Defl L/ 321 SJI Defl 901181 in-#Moment 1.000 in Chord gap 0.870 in Camber 48.000 in Interior Panel 29.094 in Left End 29.094 in Right End 11 Web Vees 6484 # SJI reaction 6484 # SJI reaction Top Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Bridg < 178" Ix= 0.482 Iy= 1.888 Rx = 0.621 Ry = 1.229 Rz = 0.395 Center: L = 24.000 P = -31134 Pax= -31142 10 Fillers Sixth: L = 24.000 P = -23619 Paz= -27205 No Fillers Tag end panl: L = 29.094 P = -13599 Paz= -22074 M = 1195 No Filler First point: P = -13599 Pa = -33773 M = 1842 Chord shear: V = 20200 C = -1177 fv = 8443 fc = -941 f = 8456 Bot Chord: 2-LL1-3/4x.155 A = 1.037 Y = 0.495 Fy = 50000 Q = 0.983 Ix= 0.304 Iy= 1.330 RX = 0.541 Ry = 1.133 RZ = 0.345 Center: L = 48.000 P = 30474 Pa = 31109 Chord shear: V = 20200 T = 10955 fv = 11241 ft = 10565 f = 12420 Valley Joist West Page 45 V1.71 - Job #ON02915 - 04 By ASM Entered 6/20/00 Revised 2/13/01 Cwtomer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR WHITE J517 2 - 30K240/128 x 46' 0.375 Special Crimped angle Parallel chord Shortspan Web Ansl T 1 60.9 V 1 38.4 c 1 12.1 T 2 39.7 v 2 0.0 c 2 39.7 T 3 39.7 v 3 0.0 c 3 39.7 Tr 39.7 v f 0.0 c 4 39.7 T 5 39.7 v 5 0.0 c 5 39.7 T 6 39.7 V 6 0.0 Lnsth 54.0 33.5 26.8 34.1 26.3 34.1 34.1 26.3 34.1 34.1 26.3 34.1 34.1 26.3 34.1 34.1 26.3 Shear 6098 -1635 -5505 -1569 -4406 3883 -1598 -3359 2835 -1619 -2311 1788 -1631 -1371 1371 -1636 4930 Force Member Area- R 12538 AU - 29/32 0.645 0.226 -2085 lLL1-1/4~.109 0.261 0.2472 -5629 1LL1-3/4X.125 0.422 0.3472 -1569 lLLlXlX.109 0.206 0.1962 -5724 lLL1-3/4~.125 0.422 0.3472 5044 lLL1-1/4~.109 0.261 0.2472 -1598 1LLlXlX.109 0.206 0.1962 -4363 1LL1-3/4~.125 0.422 0.3472 -1619 lLLlXlX.109 0.206 0.1962 6404 lLL1-1/4x.109 0.261 0.2472 3683 lLL1-1/4x.109 0.261 0.2472 -3002 lLL1-1/2x.109 0.315 0.2972 2322 lLL1-1/4x.109 0.261 0.2472 -1631 lLLlxlx.109 0.206 0.1962 1781 lLL1-1/4x.109 0.261 0.2472 -1636 lLLlxlx.109 0.206 0.1962 -1781 lLL1-1/4X.109 0.261 0.2472 -- Pa Weld 17406 1.4 -2111 0.6 -6576 1.5 7819 2.0 -1719 0.5 -6154 1.5 -1719 0.5 -6154 1.2 7819 1.1 -1719 0.5 -3573 0.9 7819 0.7 -1719 0.5 -2035 0.6 7819 0.6 -1719 0.5 7819 1.6 T-AVlW-B 2.7/ 2.7 3.0/ 2.8 2.7,' 2.7 2.3/ 2.0 2.7/ 2.7 2.3/ 2.0 3.2/ 3.2 2.7/ 2.7 2.3/ 2.0 2.9/ 3.0 2.7/ 2.7 2.3/ 2.0 2.7/ 2.7 '2.7/ 2.7 2.3/ 2-0 3.2/ 3:2 .--. ,P.@ Z.fJ3/ Valley Joist West Page 1 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: Project: Comments : G601 JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 ASTON VIEWS CARLSBAD, CA UBC 1997 TAG COLOR ORANGE 1 - 42G5N17.4/7.1 x 41' 4.625 Special Crimped angle ~ - Parallel chord Girder End Lenqth Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Taq 6.000 6.000 -0.438 Y E 0' 1.000 2 0' 6.250 99.000 Opp 6.000 6.000 0,438 2 0' 0.001 105.87 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Spacing Location Point Twe 8'3 u2 SJI 8'3 u2 Dead 17400 F 7100 8'3 u2 Live 10300 17400 8'1-1/4 16'4-1/4 U4 SJI 10300 16'4-1/4 U4 Dead 7100 16'4-1/4 U4 Live 17400 "'-'I4 24'5-1/2 U6 SJI 10300 24'5-1/2 U6 Dead 7100 24'5-1/2 U6 Live 17400 8'1-1/4 32'6-3/4 U8 SJI 10300 32'6-3/4 U8 Dead 32'6-3/4 U8 Live 8'3 0'0 0'0 7100 8'9-7/8 TC HOLES @ 1-3/4 7/8" DIA HOLES 4 GAGE KEEP CLEAR FOR KNIFE PLATE 8 " TE End loads: __ SJ1m~Live-U Left TC axial load: 0.0 0.0 0.0 0.0 41.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 41.0 0.0 Kips 42.000 in Deep 492.625 in Design length 8700 # Minimum Shear 39.753 in Effective Depth 4004 in4 Ix 0 in4 Minimum Ix 34.000 in Clear Depth L/1062 Live Defl L/ 433 SJI Defl 5659972 in-#Moment 1.000 in Chord gap 0.702 in Camber 97.250 in Interior Panel 47.500 in Left End 50.938 in Right End 5 Web Vees 36286 # SJI reaction 35314 # SJI reaction Page 2 V1.71 Vallev Joist West t Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE G601 1 - 42G5N17.4/7.1 x 41' 4.625 Special Crimped angle Parallel chord Girder TOR Chord: 2-L L4x4x.375 A = 5.719 Y = 1.138 Fy = 50000 Q = 1.000 Center: L = 48.625 P =-142378 Pax=-148220 M = 0 2 Fillers Fourth: L = 48.625 P =-121682 Paz=-128204 No Fillers Chord shear: V = 20200 C = -35405 fv = 12030 fc = -6191 f = 12421 Bot Chord: 2-L L4X4X.293 A = 4.516 Y = 1.108 Fy = 50000 Q = 0.908 Ix= 8.717 Iy= 24.067 RX = 1.235 Ry = 2.051 RZ = 0.788 Ix= 7.014 Iy= 18.699 Rx = 1.246 Ry = 2.035 RZ = 0.792 Center: L = 97.250 P = 134035 Pa = 135489 Chord shear: V = 20200 T = 52769 fv = 15430 ft = 11684 f = 16499 k- Ansl Lncrth Shear Force Member Area- R -- Pa Weld T-AvlW-B T I 55.6 70.3 36168 63974 2LL2-1/2x.230 2.194 0.772~ 65826 9.4 11.5/11.5 v 1 14.8 41.1 -1000 -1034 1~~1-1j4x.109 0.261 0.2472 -1399 0.3 3.2j 3.4 C 144.5 55.7-36089 -50556 2LL3X3x.250 2.875 0.930~ -63370 6.8 10.0/10.0 T 2 50.7 62.8 18590 29371 lLL2-1/2X.212 1.015 0.4932 30452 4.7 5.5/ 6.1 V 2 0.0 39.8 -1000 -1000 lLL1-1/4x.109 0.261 0.2472 -1497 0.3 3.3/ 3.3 C 2 50.7 62.8-18491 -29215 2LL2-1/2X.212 2.030 0.775X -37441 4.6 10.7/10.7 V 3 0.0 39.8 -1000 -1000 lLL1-1/4x.109 0.261 0.2472. -1497 0.3 3.3/ 3.3 T 3 50.7. 62.8 8700 13745 1L L2x2x.156 0.600 0.3962 17990 3.0 5.0/ 5.5 Valley Joist West Page 3 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST. SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE G602 1 - 54G7N16.6/6.81 x 55' 9.500 Special Crimped angle Parallel chord Girder End Lenqth Deuth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Taq 6.000 6.000 Y E 0' 1.000 2 0' 4.750 94.750 Opp 6.000 6.000 Y E 0' 1.000 2 0' 4.750 94.750 An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Suacinq Location Point 16600 7'10-314 7 110-3/4 u2 S JI 9790 7'10-3/4 U2 Dead - 6810 7'10-3/4 U2 Live 9790 15'10-3/4 U4 Dead 6810 15'10-3/4 U4 Live 9790 23'10-3/4 U6 Dead 6810 23'10-3/4 U6 Live 9790 31'10-3/4 U8 Dead 6810 31'10-3/4 U8 Live 9790 39'10-3/4 U10 Dead 6810 39'10-3/4 U10 Live 9790 47'10-3/4 U12 Dead 47'10-3/4 U12 Live 16600 15'10-3/4 U4 S JI 16600 23'10-3/4 U6 S JI 16600 31'10-3/4 U8 S JI 16600 39'10-3/4 U10 SJI 16600 47'10-3/4 U12 SJI 6810 7'10-3/4 TC HOLES @ 1-3/4 BE 7/8 DIA HOLES 4 GAGE KEEP CLEAR FOR KNIFE PLATE 8" BE End loads: SJINtUp-LiveEqukWind Left TC axial load: 0.0 0.0 0.0 0.0 41.0 0.0 Kius Right TC axial load: 0.0 0.0 0.0 0.0 41.0 0.0 Kips 54.000 in Deep 665.500 in Design length 12450 # Minimum Shear 51.656 in Effective Depth 9407 in4 Ix 0 in4 Minimum Ix 46.000 in Clear Depth L/1016 Live Defl L/ 417 SJI Defl 9745739 in-#Moment 1.000 in Chord gap 1.282 in Camber -6.000 in Interior Panel 45.375 in Left End 45.375 in Right End 7 Web Vees 50800 # SJI reaction 50800 # SJI reaction Vallev Joist West Page 4 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE G602 1 - 5467N16.6/6.81 x 55' 9.500 Special Crimped angle Parallel chord Girder TOP Chord: 2-L L4x4x.500 A = 7.500 Y = 1.183 Fy = 50000 Q = 1.000 Center: L = 48.000 P =-188668 Pax=-194354 M = 0 6 Fillers Fourth: L = 48.000 P =-132222 Paz=-168630 No Fillers Chord shear: V = 20200 C = -22312 fv = 12665 fc = -2975 f = 12752 Ix= 11.123 Iy= 32.375 RX = 1.218 Ry = 2.078 RZ = 0.782 Bot Chord: 2-L L4x4x.438 A = 6.624 Y = 1.161 Fy = 50000 Ix= 9.957 Iy= 28.235 RX = 1.226 Ry = 2.065 Chord shear: V = 20200 T = 68698 fv = 14468 ft = 10371 y-: Ansl Lnsth Shear Force Member Area- R -- Pa Weld T 153.6 87.0 50695 85378 2L L3x3x.313 3.560 0.922~ 106802 9.2 Center: L = 96.000 P = 185123 Pa = 198729 V 125.5 57.2 -1000 -1108 lLL1-1/2~.109 0.315 0.2972 -1269 0.3 C 123.8 56.4-50661 -55356 2LL3X3x.250 2.875 0.930~ -62998 7.5 V 2 0.0 51.7 -1000 -1000 lLL1-1/2~.109 0.315 0.2972 -1557 0.3 C 2 42.9 70.5-33916 -46299 2LL3X3x.250 2.875 0.930~ -55599 6.2 V 3 0.0 51.7 -1000 -1000 lLL1-1/2~.109 0.315 0.2972 -1557 0.3 C 3 42.9 70.5-17172 -23442 2LL2-1/2~.212 2.030 0.775X -33467 3.7 V 4 0.0 51.7 -1000 -1000 lLL1-1/2~.109 0.315 0.2972 -1557 0.3 T 2 42.9 70.5 33989 46397 2L L2x2x.216 1.635 0.613~ 49041 7.2 T 3 42.9 70.5 17244 23540 lLL2-1/2x.212 1.015 0.4932 30452 3.7 T 4 42.9 70.5 12450 16995 1L L2x2x.248 0.930 0.3912 27915 2.3 Q = 1.000 Rz = 0.785 f = 15369 T - AVlW - B 10.5/10.5 3.6) 3.8 9.2/ 9.2 9.5/ 9.5 3.5/ 3.5 3.5/ 3.5 9.5/ 9.5 4.5/ 5.0 3.5/ 3.5 9.6/ 9.6 5.0/ 5.5 Valley Joist West Page 5 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T601 1 - 32LH229/122 x 48' 5.375 Crimped angle Parallel chord Longspan End Lensth Depth SloDe Holes Tor, Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 50.687 Opp 6.000 5.000 0.438 50.687 Uniform Live load 122 #/ft full length Uniform SJI load 229 #/ft full length Uniform Dead load 107 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TYPE 2 CLIP E! 16'11" FTE OAL H1 CLIP E! 6'4'' & 27'6." & 38'1" FTE OAL P ,RT BEARING 3 - 1/2 '' BE End loads: - S JI Left TC axial load: 0.0 32.000 in Deep 30.945 in Effective Depth 28.250 in Clear Depth 953953 in-#Moment 48.000 in Interior Panel Right TC axial load: 0.0 11 Web Vees mDeadLivel&Wind 0.0 0.0 0.0 7.2 0.0 Kips 0.0 0.0 0.0 7.2 0.0 Kips 577.375 in Design length 1377 # Minimum Shear 544 in4 Ix 0 in4 Minimum Ix L/ 619 Live Defl L/ 330 SJI Defl 1.000 in Chord gap 0.965 in Camber 36.344 in Left End 36.344 in Right End 6509 # SJI reaction 6509 # SJI reaction Top Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Bridg c 209" Ix= 0.482 Iy= 1.888 Rx = 0.621 Ry = 1.229 Rz = 0.395 Center: L = 24.000 P = -30827 Pax= -32394 M = 458 8 Fillers Tag end panl: L = 36.344 P = -12369 Paz= -18213 M = 1757 No Filler First point: P = -12369 Pa = -33773 M = 2788 Chord shear: V = 20200 C = -4144 fv = 8195 fc = -3313 f = 8360 Bot Chord: 2-LL1-3/4x.155 A = 1.037 Y = 0.495 Fy = 50000 Q = 0.983 Ix= 0.304 Iy= 1.330 RX = 0.541 Ry = 1.133 Rz = 0.345 Center: L = 48.000 P = 30152 Pa = 31109 Chord shear: V = 20200 T = 9563 fv = 11204 ft = 9222 f = 12115 Valley Joist West Page 6 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST ~~ SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T601 1 - 32LH229/122 x 48' 5.375 Crimped angle Parallel Web Anql Lnqth Shear T 157.6 57.7 6078 V 1 21.7 33.3 -1751 c 1 37.8 39.2 -5343 T 2 37.8 39.2 4726 V 2 0.0 30.9 -1553 C 2 37.8 39.2 -4226 T 3 37.8 39.2 3726 V 3 0.0 30.9 -1579 C 3 37.8 39.2 -3227 T 4 37.8 39.2 2727 Ir 0.0 30.9 -1597 C 4 37.8 39.2 -2228 T 5 37.8 39.2 1728 V 5 0.0 30.9 -1608 C 5 37.8 39.2 -1377 T 6 37.8 39.2 1377 V 6 0.0 30.9 -1612 Force 11331 -1885 -6761 5980 -1553 -5348 4716 -1579 -4084 -1597 -2819 2187 3451 -1608 -1743 1743 -1612 Member 2LLlXlX.109 1LLlXlX.lO9 1LL2x2x. 176 1LLlXlX.lO9 lLL1-1/2~.125 1LLlXlX.lOS lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 1LLlXlX.lO9 1LLlXlX.lO9 1LLlXlX.109 Area 0.412 0.206 0.673 0.261 0.206 0.359 0.261 0.206 0.315 0.261 0.206 0.315 0.261 0.206 0.261 0.261 0.206 R - 0.307~ 0.1962 0.3942 0.2472 0.1962 0.2962 0.2472 0.1962 0.2972 0.2472 0.1962 0.2972 0.1962 0.2472 0.2472 0.1962 0.2472 -- Pa Weld 12367 3.5 -1897 0.6 -7079 1.3 7819 1.8 -2199 0.5 -5299 1.4 7819 1.5 -2199 0.5 -4580 1.3 7819 1.1 -2199 0.5 -4580 0.9 7819 0.7 -2199 0.5 -2742 0.5 7819 0.5 -2199 0.5 chord Longspan T -AVlW - B 6.0/ 5.1 2.2/ 2.2 3.4/ 3.5 2.7/ 2.7 2.31 2.0 2.9/ 3.0 2.7) 2.7 2.3/ 2.0 2.9/ 3.0 2.7/ 2.7 2.3/ 2.0 2.9/ 3.0 2.7/ 2.7 2.3/ 2.0 2.7/ 2.7 2.7/ 2.7 2,3/ 2.0 Valley Joist West Page 7 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T602 1 - 32LH242/129 x 48' 5.375 Crimped angle Parallel chord Longspan End Lensth Deuth Slope Holes Tor, Chord Ext BCX Holdback Pitch EP/#iL Tag 6.000 5.000 -0.438 50.687 Opp 6.000 5.000 0.438 50.687 Uniform Live load 129 #/ft full length Uniform SJI load 242 #/ft full length Uniform Dead load 113 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TYPE 2 CLIP @ 16'11" FTE OAL HI. CLIP @ 6'4" & 27'6" & 38'1" FTE OAL .c RT BEARING 3-1/2" BE End loads: SJImDeadLiveEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 77.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 77.0 0.0 Kips 32.000 in Deep 577.375 in Design length 1455 # Minimum Shear 30.605 in Effective Depth 750 in4 Ix 0 in4 Minimum Ix 27.000 in Clear Depth L/ 807 Live Defl L/ 430 SJI Defl 2209894 in-#Moment 1.000 in Chord gap 0.965 in Camber 48.000 in Interior Panel 36.344 in Left End 36.344 in Right End 11 Web Vees 6822 # SJI reaction 6822 # SJI reaction TOD Chord: 2-LL3X3x.250 A = 2.875 Y 0.842 Fy = 50000 Q = 0.961 Bridg c 278" Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Center: L = 24.000 P = -72208 Paz= -75071 M = 484 No Fillers Tag end panl: L = 36.344 P = -60179 Pax= -64805 M = 1856 Filler Reqd First point: p = -60179 Pa = -77625 M = 2946 Chord shear: V = 20200 C = -4389 fv = 3731 fc = -1527 f = 3808 Bot Chord: 2-L L2x2x.143 A = 1.103 Y = 0.553 Fy = 50000 Q = 0.898 Ix= 0.429 Iy= 1.652 Rx = 0.624 Ry = 1.224 RZ = 0.396 Center: L = 48.000 P = 31952 Pa = 33093 Chord shear: V = 20200 T = 10135 fv = 11138 ft = 9188 f = 12048 Vallev Joist West Page 8 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T602 1 - 32LH242/129 x 48’ 5.375 Crimped angle Parallel - Web Anql Lnqth Shear Force Member Area- R -- Pa Weld T 1 57.8 57.5 6371 11972 2LLlxlx.109 0.412 0.307~ 12367 3.7 v 1 22.0 c 138.1 T 2 38.1 v 2 0.0 C 2 38.1 T 3 38.1 v 3 0.0 C 3 38.1 T 4 38.1 1- 0.0 C 4 38.1 T 5 38.1 v 5 0.0 C 5 38.1 T 6 38.1 V 6 0.0 33.0 38.9 38.9 30.6 38.9 38.9 30.6 38.9 38.9 30.6 38.9 38.9 30.6 38.9 38.9 30.6 -2012 -5597 4947 -1806 -4421 3895 -1823 -3370 2844 -1835 -2319 1793 -1843 -1455 1455 -1845 -2169 lLL1-1/4X.109 0.261 0.2472 -7112 lLL2X2X.176 0.673 0.3942 6286 lLL1-1/4x.109 0.261 0.2472 -1806 lLLlXlX.109 0.206 0.1962 -5618 lLL1-3/4X.125 0.422 0.3472 4950 lLL1-1/4x.109 0.261 0.2472 -1823 lLLlXlX.109 0.206 0.1962 -4282 lLL1-1/2X.109 0.315 0.2972 3615 lLL1-1/4x.109 0.261 0.2472 -1835 lLLlXlX.109 0.206 0.1962 -2947 lLL1-1/2x.109 0.315 0.2972 2279 lLL1-1/4X.109 0.261 0.2472 -1843 1LLlXlX.109 0.206 0.1962 -1850 lLL1-1/4~.109 0.261 0.2472 1850 lLL1-1/4X.109 0.261 0.2472 -1845 lLLlxlx.109 0.206 0.1962 -3791 0.7 -7177 1.4 7819 1.9 -2248 0.6 -7223 1.5 7819 1.5 -2248 0.6 -4620 1.3 7819 1.1 -2248 0.6 -4620 0.9 7819 0.7 -2248 0.6 -2780 0.6 7819 0.6 -2248 0.6 chord Longspan T - AVl W - B 9.4,’ 6.1 3.3; 2.7 3.6,’ 3.0 3.0/ 2.3 4.1/ 3.5 3.6/ 3.0 4.3/ 3.8 3.0/ 2.3 3.8/ 3.3 3.8/ 3.3 3.6/ 3.0 3.0/ 2.3 3.6/ 3.0 3.0/ 2.3 3.6/ 3.0 3.6/ 3.0 3.0/ 2.3 Page 9 V1.71 Valley Joist West - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T603 5 - 32LH240/128 x 52'10.125 Crimped angle Parallel chord Longspan End Lensth Demh SloDe Holes Too Chord Ext BCX Holdback Pitch EP/#lL Taq 6.000 5.000 -0.438 53. nm - __ Opp 6.000 5.000 0.438 53.063 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TYPE 2 CLIP @ 21'1" FTE OAL H1 CLIP @ 10'6" & 31'8" & 42'3" FTE OAL .f-,RT BEARING 3-1/2" @ RE End loads: - SJI NtUpDeadhEgukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 630.125 in Design length 1575 # Minimum Shear 30.871 in Effective Depth 636 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 531 Live Defl L/ 283 SJI Defl 1150175 in-#Moment 1.000 in Chord gap 1.149 in Camber 48.000 in Interior Panel 37.531 in Left End 37.531 in Right End 12 Web Vees 7301 # SJI reaction 7301 # SJI reaction TOD Chord: 2-LL2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg < 210" Ix= 0.544 Iy= 2.173 Rx = 0.617 Ry = 1.234 Rz = 0.394 Center: L = 24.000 P = -37042 Pax= -38638 M = 480 6 Fillers Tag end panl: L = 37.531 P = -13903 Paz= -20246 M = 1961 No Filler First point: P = -13903 Pa = -38504 M = 3120 Chord shear: V = 20200 C = -4708 fv = 8097 fc = -3302 f = 8263 Bot Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Ix= 0.482 Iy= 1.888 RX = 0.621 Ry = 1.229 Rz = 0.395 Center: L = 48.000 P = 37258 Pa = 37526 Chord shear: V = 20200 T = 11322 fv = 10498 ft = 9051 f = 11432 Vallev Joist West Page 10 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T603 5 - 32LH240/128 x 52'10.125 Crimped angle Parallel chord Longspan Web Anql T 158.8 V 123.7 c 1 37.9 T 2 37.9 v 2 0.0 c 2 37.9 T 3 37.9 v 3 0.0 c 3 37.9 T 4 37.9 v- 0.0 c 4 37.9 T 5 37.9 v 5 0.0 c 5 37.9 T 6 37.9 V 6 0.0 C 6 37.9 59.1 33.1 39.1 39.1 30.9 39.1. 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 Shear 6845 -1814 -6056 5403 -1587 -4885 4367 -1617 -3849 3330 -1640 -2812 2294 -1657 -1776 1575 -1665 -1575 Force Member Area- R 13230 2LL1-1/4x.109 0.521 0.387X -1981 lLL1-1/4x.109 0.261 0.2472 -7671 1L L2X2X.216 0.817 0.3922 6843 lLL1-1/4x.109 0.261 0.2472 -1587 lLLlXlX.109 0.206 0.1962 -6187 1LL1-3/4X.125 0.422 0.3472 5531 lLL1-1/4x.109 0.261 0.2472 -1617 1LLlXlX.109 0.206 0.1962 -4875 lLL1-1/2X.125 0.359 0.2962 4219 lLL1-1/4x.109 0.261 0.2472 -1640 lLLlXlX.109 0.206 0.1962 -3562 lLL1-1/2X.109 0.315 0.2972 2906 lLL1-1/4x.109 0.261 0.2472 -1657 1LLlXlX.109 0.206 0.1962 -2250 lLL1-1/4X.109 0.261 0.2472 1995 lLL1-1/4X.109 0.261 0.2472 -1995 lLL1-1/4X.109 0.261 0.2472 -1665 lLLlxlx.109 0.206 0.1962 -- Pa Weld 15637 4.1 -3665 0.6 -8537 1.2 7819 2.1 -2210 0.5 -7190 1.7 7819 1.7 -2210 0.5 -5311 1.3 7819 1.3 -2210 0.5 -4588 1.1 7819 0.9 -2210 0.5 -2751 0.7 7819 0.6 -2210 0.5 -2751 0.6 T-AV1W-B 5.9/ 5.9 2.5,' 2.7 3 ..4/ 3.8 2.7/ 3.0 2.3/ 2.3 3.21 3.5 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 Vallev Joist West Page 11 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T604 2 - 32LH253/135 x 52'10.125 Crimped angle Parallel chord Longspan End Lenqth Depth Slope Holes TOP Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 53.063 Opp 6.000 5.000 0.438 53.063 Uniform Live load 135 #/ft full length Uniform SJI load 253 #/ft full length Uniform Dead load 118 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TYPE 2 CLIP @ 21'1" FTE OAL H1 CLIP @ 10'6", 31'8" & 42'3" FTE OAL SRT BEARING 3-1/2" @ RE End loads: SJIm-LiveEQukm Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 630.125 in Design length 1661 # Minimum Shear 30.856 in Effective Depth 704 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 557 Live Defl L/ 297 SJI Defl 1203943 in-#Moment 1.000 in Chord gap 1.149 in Camber 48.000 in Interior Panel 37.531 in Left End 37.531 in Right End 12 Web Vees 7643 # SJI reaction 7643 # SJI reaction Top Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Bridg < 211" Ix= 0.615 Iy= 2.520 Rx = 0.613 Ry = 1.242 Rz = 0.392 Center: L = 24.000 P = -38792 Pax= -40837 M = 506 2 Fillers Tag.end panl: L = 37.531 P = -14368 Paz= -23098 M = 2067 No Filler First point: P = -14368 Pa = -44137 M = 3289 Chord shear: V = 20200 C = -4929 fv = 7334 fc = -3015 f = 7487 Bot Chord: 2-LL2x2x.176 A = 1.346 Y = 0.565 Fy = 50000 Q = 0.981 Ix= 0.516 Iy= 2,042 Rx = 0.619 Ry 1.232 Rz = 0.394 Center: L = 48.000 P = 39019 Pa = 40381 Chord shear: V = 20200 T = 11859 fv = 10179 ft = 8810 f = 11091 Vallev Joist West Page 12 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2. INC #lo002 ~~ 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS Comments: UBC 1997 CARLSBAD, CA TAG COLOR ORANGE T6 04 2 - 32LH253/135 x 52'10.125 Crimped angle Parallel - Web T1 v1 c1 T2 v2 c2 T3 v3 c3 T4 1- c4 T5 v5 c5 T6 V6 C6 Ansl Lnsth Shear 58.9 59.7 7166 23.7 33.1 -1857 37.9 37.9 0.0 37.9 37.9 0.0 37.9 37.9 0.0 37.9 37.9 0.0 37.9 37.9 0.0 37.9 39.1 -6337 39.1 5650 30.9 -1617 39.1 -5106 39.1 4562 30.9 -1649 39.1 -4018 39.1 3473 30.9 -1673 39.1 -2929 39.1 2385 30.9 -1691 39.1 -1841 39.1 1661 30.9 -1700 39.1 -1661 Force Member Area- R 13856 2LL1-1/4x.109 0.521 0.387~ -2028 1LL1-1/4X.109 0.261 0.2472 -8028 1L L2X2X.216 0.817 0.3922 7158 lLL1-1/4x.109 0.261 0.2472 -1617 lLLlXlX.109 0.206 0.1962 -6468 lLL1-3/4X.125 0.422 0.3472 5779 lLL1-1/4X.109 0.261 0.2472 -1649 1LLlXlX.109 0.206 0.1962 -5090 lLL1-1/2x.125 0.359 0.2962 4400 lLL1-1/4X.109 0.261 0.2472 -1673 lLLlXlX.109 0.206 0.1962 -3711 lLL1-1/2X.109 0.315 0.2972 3022 lLL1-1/4x.109 0.261 0.2472 -2333 lLL1-1/4X.109 0.261 0.2472 2104 lLL1-1/4X.109 0.261 0.2472 -2104 lLL1-1/4X.109 0.261 0.2472 -1691 lLLlxlx.109 0.206 0.1962 -1700 lLLlxlx.109 0.206 0.1962 chord Longspan -- Pa Weld T-AvlW-B 15637 4.3 5.8/ 5.8 -3668 0.6 2.5/ 2.7 -8543 1.3 7819 2.2 -2212 0.5 -7192 1.7 7819 1.8 -2212 0.5 -5313 1.4 7819 1.4 -2212 0.5 -4590 1.1 7819 0.9 -2212 0.5 -2752 0.7 7819 0.6 -2212 0.5 -2752 0.6 3.4/ 3.8 2.7/ 3.0 2.3/ 2.3 3.2/ 3.5 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 Vallev Joist West Page 13 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T605 1 - 32LH253/135 x 52'10.125 Special Crimped angle Parallel chord Longspan End Lenqth DeDth SloDe Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Taq 6.000 5.000 -0.438 53.063 Opp 6.000 5.000 0.438 53.063 Uniform Live load 135 #/ft full length Uniform SJI load 253 #/ft full length Uniform Dead load 118 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. - TC conc loads: Load Spacinq Location Point TYT)e 300 12'5-118 12 15-1/8 u5 SJI, Dead 4'0 16'5-1/8 U7 SJI, Dead 36'5 300 TYPE 2 CLIP @ 21'1" FTE OAL H1 CLIP @ 10'6", 31'8" & 42'3" FTE OAL SHORT BEARING 3-1/2" @ RE End loads: SJI-mLiveEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kim Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 630.125 in Design length 1736 # Minimum Shear 30.856 in Effective Depth 704 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 557 Live Defl L/ 282 SJI Defl 1255261 in-#Moment 1.000 in Chord gap 1.149 in Camber 48.000 in Interior Panel 37.531 in Left End 37.531 in Right End 12 Web Vees 8080 # SJI reaction 7805 # SJI reaction Top Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Bridg c 211" Ix= 0.615 Iy= 2.520 Rx = 0.613 Ry = 1.242 Rz = 0.392 Center: L = 24.000 P = -40582 Pax= -44269 M = 506 4 Fillers Tag end panl: L = 37.531 P = -15091 Paz= -23098 M = 2067 No Filler First point: P = -15091 Pa = -44137 M = 3289 Chord shear: V = 20200 C = -5269 fv = 7840 fc = -3223 f = 8004 Bot Chord: 2-LL2x2x.176 A = 1.346 Y 0.565 Fy = 50000 Q = 0.981 Ix= 0.516 Iy= 2.042 RX = 0.619 Ry = 1.232 Rz 0.394 Center: L = 48.000 P = 40682 Pa = 40381 ~.,ord shear: V = 20200 T = 12582 fv = 10800 ft = 9347 f = 11768 I Vallev Joist West Page 14 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T605 1 - 32LH253/135 x 52'10.125 Special Crimped angle Parallel chord Longspan Web Ancrl T 1 58.9 V 1 23.7 c 1 37.9 T 2 37.9 v 2 0.0 c 2 37.9 T 3 37.9 v 3 0.0 c-3 37.9 7 37.9 v 4 0.0 c 4 37.9 T 5 37.9 v 5 0.0 c 5 37.9 T 6 37.9 V 6 0.0 C 6 37.9 Lnqth Shear 59.7 7603 33.7 -1860 39.1 -6774 39.1 6087 30.9 -1624 39.1 -5543 39.1 4999 30.9 -1959 39.1 -4155 39.1 3611 30.9 -1984 39.1 -2766 39.1 2222 30.9 -1701 39.1 -1736 39.1 1736 30.9 -1709 39.1 -1736 Force Member Area- R 14701 2LL1-1/4x.109 0.521 0.387X -2031 lLL1-1/4x.109 0.261 0.2472 -8581 1L L2x2x.216 0.817 0.3922 -1624 lLLlxlx.109 0.206 0.1962 7711 lLL1-1/4~.109 0.261 0.2472 -7022 lLL1-3/4X.125 0.422 0.3472 6333 lLL1-1/4X.109 0.261 0.2472 -1959 lLLlxlx.109 0.206 0.1962 -5263 lLL1-1/2x.125 0.359 0.2962 4574 lLL1-1/4x.109 0.261 0.2472 -1984 lLLlxlx.109 0.206 0.1962 -3505 lLL1-1/2x.109 0.315 0.2972 2816 lLL1-1/4x.109 0.261 0.2472 -1701 lLLlxlx.109 0.206 0.1962 2199 lLL1-1/4x.109 0.261 0.2472 -1709 lLLlxlx.109 0.206 0.1962 -2199 lLL1-1/4x.109 0.261 0.2472 -2199 lLL1-1/4~.109 0.261 0.2472 -- Pa Weld 15637 4.5 -3668 0.6 -8543 1.3 7819 2.4 -2212 0.5 -7192 1.9 7819 2.0 -2212 0.6 -5313 1.4 7819 1.4 -2212 0.6 -4590 1.1 7819 0.9 -2212 0.5 -2752 0.7 7819 0.7 -2212 0.5 -2752 0.7 T - AVlW - B 5.8/ 5.8 2.5/ 2.7 3.4/ 3.8 2.7/ 3.0 3.2/ 3.5 2.3/ 2.3 2.3/ 2.3 2.7/ 3.0 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.9/ 3.3 2.3/ 2.3 Vallev Joist West Page 15 V1.71 ,_ Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T606 1 - 32LH246/131 x 52' 6.125 Special Crimped angle Parallel chord Longspan End Lenuth Dewth Slope Holes TOV Chord Ext BCX Holdback Pitch EP/#lL Tau 6.000 5.000 -0.438 Y 51.062 Opp 6.000 5.000 0.438 51.062 Uniform Live load 131 #/ft full length Uniform SJI load 246 #/ft full length Uniform Dead load 115 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. TC conc loads: Load Swacinq Location Point i- 300 12'3-118 1213-1/8 u5 SJI, Dead 4'0 16'3-1/8 U7 SJI, Dead 300 36'3 H1 CLIP @ 10'6", 31'8" ti 42'3" FTE OAL TYPE 2 CLIPS @ 21'1" FTE OAL SHORT BEARING 3-1/2" @ RE End loads: - SJI mmidaWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 626.125 in Design length 1679 # Minimum Shear 30.856 in Effective Depth 704 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 585 Live Defl L/ 296 SJI Defl 1211833 in-#Moment 1.000 in Chord gap 1.134 in Camber 48.000 in Interior Panel 36.531 in Left End 36.531 in Right End 12 Web Vees 7856 # SJI reaction 7580 # SJI reaction TOD Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Bridg c 211" Ix= 0.615 Iy= 2.520 Rx = 0.613 Ry = 1.242 Rz = 0.392 Center: L = 24.000 P = -39179 Pax= -40837 M = 492 2 Fillers Tag end panl: L = 36.531 P = -14380 Paz= -23931 M = 1906 No Filler First point: P = -14380 Pa = -44137 M = 3027 Chord shear: V = 20200 C = -5146 fv = 7657 fc = -3148 f = 7817 Bot Chord: 2-LL2x2x.176 A = 1.346 Y = 0.565 Fy = 50000 Q = 0.981 Ix= 0.516 Iy= 2.042 RX = 0.619 Ry = 1.232 RZ = 0.394 - Center: L = 48.000 P = 39274 Pa = 40381 ~.,ord shear: V = 20200 T = 11771 fv = 10516 ft = 8745 f = 11388 Vallev Joist West Page 16 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 .Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T606 1 - 32LH246/131 x 52' 6.125 Special Crimped angle Parallel chord Longspan Web Ansl Lncrth Shear Force Member Area- R -__ Pa Weld T-Av1W-B T 157.8 58.0 7403 13906 2LL1-1/4~.109 0.521 0.387X 15637 4.3 5.7/ 5.7 V 122.1 33.3 -1816 -1960 lLL1-1/4x.109 0.261 0.2472 -3737 0.6 2.5/ 2.7 C 1 37.9 39.1 -6616 -8381 1L L2X2X.216 0.817 0.3922 -8543 1.3 T 2 37.9 39.1 V 2 0.0 30.9 c 2 37.9 39.1 T 3 37.9 39.1 V 3 0.0 30.9 c 3 37.9 39.1 T- 37.9 39.1 b * 0.0 30.9 c 4 37.9 39.1 T 5 37.9 39.1 V 5 0.0 .30.9 c 5 37.9 39.1 T 6 37.9 39.1 V 6 0.0 30.9 C 6 37.9 39.1 5957 -1606 -5427 4896 -1940 -4066 3536 -1965 -2705 2175 -1680 -1679 1679 -1688 -1679 7547 -1606 -6875 6203 -1940 -5151 4479 -1965 -3427 2755 -1680 -2128 2128 -1688 -2128 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 1LL1-1/4x.109 lLL1-1/4X,. 109 lLL1-1/4X.109 1LLlXlX.lO9 1LL1-3/4X.125 1LLlXlX.lO9 lLL1-1/2~.125 1LLlXlX.lO9 1LLlXlX.lO9 1LLlXlX.lO9 0.261 0..2472 0.206 0.1962 0.422 0.3472 0.261 0.2472 0.206 0.1962 0.359 0.2962 0.261 0.2472 0.206 0.1962 0.315 0.2972 0.261 0.2472 0.206 0.1962 0.261 0.2472 0.261 0.2472 0.206 0.1962 0.261 0.2472 7819 -2212 -7192 7819 -2212 -5313 7819 -2212 -4590 7819 -2212 -2752 7819 -2212 -2752 2.3 0.5 1.9 1.9 0.6 1.4 1.4 0.6 1.1 0.9 0.5 0.7 0.7 0.5 0.7 3.4/ 3.8 2.7/ 3.0 2.3/ 2.3 3.2/ 3.5 2.7/ 3.0 2.3) 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 Valley Joist West Page 17 V1.71 Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS Comments: UBC 19'97 CARLSBAD, CA TAG COLOR ORANGE T607 2 - 32LH240/128 x 52' 6.625 Crimped angle Parallel chord Longspan End Lenqth DeDth Slooe Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 51.312 Opp 6.000 5.000 0.438 51.312 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 10'6", 31'8" & 42'3" FTE OAL TYPE 2 CLIPS @ 21'1" FTE OAL ,-RT BEARING 3-1/2" @ RE End loads: SJINtUp-LiveEcntkWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 626.625 in Design length 1567 # Minimum Shear 30.871 in Effective Depth 636 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 540 Live Defl L/ 288 SJI Defl 113 83 03 ,in- #Moment 1.000 in Chord gap 1.136 in Camber 48.000 in Interior Panel 36.656 in Left End 36.656 in Right End 12 Web Vees 7266 # SJI reaction 7266 # SJI reaction TOD Chord: 2-LL2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg c 210" Ix= 0.544 Iy= 2.173 RX = 0.617 Ry = 1.234 RZ = 0.394 Center: L = 24.000 P = -36657 Pax= -38638 M = 480 6 Fillers Tag end panl: L = 36.656 P = -13527 Paz= -20879 M = 1872 No Filler First point: P = -13527 Pa = -38504 M = 2974 Chord shear: V = 20200 C = -4703 fv = 8088 fc = -3298 f = 8254 Bot Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Ix= 0.482 Iy= 1.888 RX = 0.621 Ry = 1.229 RZ = 0.395 Center: L = 48.000 P = 36873 Pa = 37526 Chord shear: V = 20200 T = 10896 fv = 10462 ft = 8711 f = 11332 Vallev Joist West Page 18 V1.71 P Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Pro] ect : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T607 2 - 32LH240/128 x 52' 6.625 Crimped angle Parallel -- Pa Weld T 158.0 58.2 6821 12855 2LL1-1/4x.109 0.521 0.387~ 15637 4.0 Web Anql Lnqth Shear Force Member Area- R V 1 22.3 33.4 -1796 -1941 lLL1-1/4~.109 0.261 0.2472 -3726 0.6 C 137.9 39.1 -6050 -7663 1L L2~2x.216 0.817 0.3922 -8537 1.2 T 2 37.9 39.1 5405 V 2 0.0 30.9 -1585 C 2 37.9 39.1 -4886 T 3 37.9 39.1 4368 V 3 0.0 30.9 -1616 C 3 37.9 39.1 -3850 T 4 37.9 39.1 3332 v-' 0.0 30.9 -1639 L i 37.9 39.1 -2813 T 5 37.9 39.1 2295 V 5 0.0 30.9 -1655 C 5 37.9 39.1 -1777 T 6 37.9 39.1 1567 V 6 0.0 30.9 -1663 C 6 37.9, 39.1 -1567 6846 -1585 -6189 5533 -1616 -4876 4220 -1639 -3563 2907 -1655 -2250 1984 -1663 -1984 1LL1- 1/4x. 109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/2X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 lLL1-1/4X.109 1LLlXlX.lO9 lLL1-3/4X.125 1LLlXlX.lO9 1LL1-1/2X.125 1LLlXlX.lO9 1LLlXlX.lO9 1LLlXlX.lO9 0.261 0.2472 0.206 0.1962 0.422 0.3472 0.261 0.2472 0.206 0.1962 0.359 0.2962 0.261 0.2472 0.206 0,1962 0.315 0.2972 0.261 0.2472 0.206 0.1962 0.261 0.2472 0.261 0.2472 0.206 0.1962 0.261 0.2472 7819 -2210 -7190 7819 -2210 -5311 7819 -2210 -4588 7819 -2210 -2751 7819 -2210 -2751 2.1 0.5 1.7 1.7 0.5 1.3 1.3 0.5 1.1 0.9 0.5 0.7 0.6 0.5 0.6 chord Longspan T - AVl W - B 5.8/ 5.8 2.5; 2.7 2.7/ 3.0 3.2/ 3.5 3.4/ 3.8 2.3/ 2.3 2.7; 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3; 2.3 2.7/ 3.0 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 Vallev Joist West Page 19 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T608 1 - 32LH253/135 x 52' 6.625 Crimped angle Parallel chord Longspan End Lenqth Depth SlaDe Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 5.000 -0.438 51.312 Opp 6.000 5.000 0.438 51.312 Uniform Live load 135 #/ft full length Uniform SJI load 253 #/ft full length Uniform Dead load 118 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 10'6", 31'8" ti 42'3" FTE OAL TYPE 2 CLIPS @ 21'1" FTE OAL .nRT BEARING 3-1/2" @ RE End loads: - SJI mDeadmEaukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 32.000 in Deep 626.625 in Design length 1651 # Minimum Shear 30.856 in Effective Depth 704 in4 Ix 0 in4 Minimum Ix 28.000 in Clear Depth L/ 566 Live Defl L/ 302 SJI Defl 1191476 in-#Moment 1.000 in Chord gap 1.136 in Camber 48.000 in Interior Panel 36.656 in Left End 36.656 in Right End 12 Web Vees 7606 # SJI reaction 7606 # SJI reaction TOD Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Bridg c 211" Ix= 0.615 Iy= 2.520 Rx = 0.613 Ry = 1.242 Rz = 0.392 2 Fillers Tag end panl: L = 36.656 P = -13974 Paz= -23828 M = 1974 No Filler Center: L = 24.000 P = -38388 Pax= -40837 M = 506 First point: P = -13974 Pa = -44137 M = 3135 Chord shear: V = 20200 C s -4923 fV = 7326 fC = -3012 f = 7479 Bot Chord: 2-LL2x2x.176 A = 1.346 Y = 0.565 Fy = 50000 Q = 0.981 Ix= 0.516 Iy= 2.042 Rx = 0.619 Ry = 1.232 RZ = 0.394 Chord shear: V = 20200 T = 11412 fV = 10143 ft = 8478 f = 10993 Center: L = 48.000 P = 38615 Pa = 40381 Vallev Joist West Page 20 V1.71 P Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE T608 1 - 32LH253/135 x 52’ 6.625 Crimped angle Parallel chord Longspan Web Anql T 1 58.0 v 1 22.3 c 1 37.9 T 2 37.9 v 2 0.0 c 2 37.9 T 3 37.9 v 3 0.0 c 3 37.9 T 4 37.9 TF. 0.0 c t 37.9 T 5 37.9 v 5 0.0 c 5 37.9 T 6 37.9 V 6 0.0 C 6 37.9 Lnsth 58.2 33.4 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 39.1 30.9 39.1 Shear 7141 -1837 -6329 5652 -1615 -5107 4563 -1647 -4019 3475 -1671 -2930 2386 -1689 -1842 1651 -1698 -1651 Force ,Member Area- R 13462 2LL1-1/4x.109 0.521 0.387~ -1986 lLL1-1/4X.109 0.261 0.2472 -8019 1L L2~2X.216 0.817 0.3922 7160 lLL1-1/4X.109 0.261 0.2472 -1615 lLLlXlX.109 0.206 0.1962 -6470 lLL1-3/4X.125 0.422 0.3472 5781 lLL1-1/4x.109 0.261 0.2472 -1647 lLLlXlX.109 0.206 0.1962 -5091 lLL1-1/2X.125 0.359 0.2962 4402 lLL1-1/4~.109 0.261 0.2472 -1671 lLLlXlX.109 0.206 0.1962 -3712 lLL1-1/2~.109 0.315 0.2972 3023 lLL1-1/4X.109 0.261 0.2472 -1689 lLLlXlX.109 0.206 0.1962 -2333 lLL1-1/4X.109 0.261 0.2472 -1698 1LLlXlX.109 0.206 0.1962 -2092 lLL1-1/4x.109 0.261 0.2472 2092 lLL1-1/4x.109 0.261 0.2472 -- Pa Weld 15637 4.2 -3729 0.6 -8543 1.3 7819 2.2 -2212 0.5 -7192 1.7 7819 1.8 -2212 0.5 -5313 1.4 7819 1.4 -2212 0.5 -4590 1.1 7819 0.9 -2212 0.5 -2752 0.7 7819 0.6 -2212 0.5 -2752 0.6 T-AVlW-B 5.7/ 5.7 3.4/ 3.8 2.5/ 2.7 2.7/ 3.0 2.3/ 2.3 3.2/ 3.5 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.9/ 3.3 2.3/ 2.3 2.9/ 3.3 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 2.7/ 3.0 2.3/ 2.3 2.7/ 3.0 Vallev Joist West Page 21 V1.71 Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE 5601 1 - 30K246/131 x 45'10.125 Special Crimped angle Parallel chord Shortspan End Lenqth Depth Slope Holes TOD Chord Ext BCX Holdback Pitch EP/#lL Taq 4.000 4.875 -0.438 Y E 0' 1.500 54.000 opp 4.000 5.000 0.438 54.000 Uniform Live load 131 #/ft full length Uniform SJI load 246 #/ft full length Uniform Dead load 115 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 9'2", 18'5", & 36'10" FTE OAL FE 1 CLIP @ 27'7" FTE OAL S. 3RT BEARING 3-1/2" @ RE End loads: - SJI NtUlsDead-EaukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 30.000 in Deep 546.125 in Design length 1399 # Minimum Shear 28.940 in Effective Depth 491 in4 Ix 0 in4 Minimum Ix 26.250 in Clear Depth L/ 615 Live Defl L/ 328 SJI Defl 911576 in-#Moment 1.000 in Chord gap 0.863 in Camber 48.000 in Interior Panel 28.531 in Left End 28.531 in Right End 11 Web Vees 6598 # SJI reaction 6598 # SJI reaction Tow Chord: 2-LL2xZx.176 A = 1.346 Y = 0.565 Fy = 50000 Q = 0.981 Bridg < 179" Ix= 0.516 Iy= 2.042 Rx = 0.619 Ry = 1.232 Rz = 0.394 Center: L = 24.000 P = -31498 Pax= -34397 6 Fillers Eighth: L = 24.000 P = -28086 Paz= -29932 No Fillers Tag end panl: L = 28.531 P = -13777 Paz= -24514 M = 1180 No Filler First point: P = -13777 Pa = -36343 M = 1812 Chord shear: V = 20200 C = -982 fv = 7977 fc = -730 f = 7986 Bot Chord: 2-LL1-3/4x.155 A = 1.037 Y = 0.495 Fy = 50000 Q = 0.983 Ix= 0.304 Iy= 1.330 Rx = 0.541 Ry = 1.133 RZ = 0.345 Center: L = 48.000 P = 30886 Pa = 31109 Chord shear: V = 20200 T = 11158 fv = 11447 ft = 10761 f = 12649 c Valley Joist West Page 22 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE 5601 1 - 30K246/131 x 45'10.125 Special Crimped angle Parallel chord Shortspan Web Awl Lnqth Shear Force Member Area- R -__ Pa Weld ' T 160.9 54.0 6210 12770 AU - 29/32 0.645 0.226 17406 1.4 V 1 39.0 c 1 9.9 T 2 39.7 v 2 0.0 c 2 39.7 T 3 39.7 v 3 0.0 c 3 39.7 Tr 39.7 'i/ r 0.0 c 4 39.7 T 5 39.7 v 5 0.0 c 5 39.7 T 6 39.7 V 6 0.0 33.8 26.6 34.1 26.3 34.1 34.1 26.3 34.1 34.1 26.3 34.1 34.1 26.3 34.1 34.1 26.3 -1638 -5616 5034 -1581 -4498 3962 -1611 -3426 2890 -1632 -2354 1818 -1645 -1399 1399 -1649 -2109 lLL1-1/2X.109 0.315 0.2972 -5701 I,LL1-3/4x.125 0.422 0.3472 6539 lLL1-1/4x.109 0.261 0.2472 -1581 1LLlXlX.109 0.206 0.1962 -5843 1LL1-3/4X.125 0.422 0.3472 -1611 lLLlXlX.109 0.206 0.1962 3754 lLL1-1/4X.109 0.261 0.2472 -1632 1LLlXlX.109 0.206 0.1962 -3058 lLL1-1/2X.109 0.315 0.2972 2362 lLL1-1/4~.109 0.261 0.2472 -1645 lLLlXlX.109 0.206 0.1962 1818 lLL1-1/4X.109 0.261 0.2472 5147 lLL1-1/4x.109 0.261 0.2472 -4450 lLL1-3/4x.125 0.422 0.3472 -1818 lLL1-1/4x.109 0.261 0.2472 -1649 lLLlxlx.109 0.206 0.1962 -3638 0.7 -6627 1.5 7819 2.0 -1719 0.5 -6153 1.6 7819 1.6 -1719 0.5 -6153 1.2 7819 1.2 -1719 0.5 -3573 0.9 7819 0.7 -1719 0.5 -2034 0.6 -1719 0.5 7819 0.6 T - AVlW - B 2.9/ 3.0 3.0; 2.8 2.7/ 2.7 2.3/ 2.0 3.2/ 3.2 2.7/ 2.7 2.3/ 2.0 3.2) 3.2 2.7/ 2.7 2.3/ 2.0 2.9/ 3.0 2.7,' 2.7 2.3; 2.0 2.7/ 2.7 2.7/ 2.7 2.3/ 2.0 Vallev Joist West Page 23 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE J602 1 - 30K253/135 x 45' 7.625 Special Crimped angle End Lenqth Depth Sloue Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Parallel chord Shortspan Tag 4.000 4.875 -0.438 E 0' 2.000 54.000 Opp 4.000 5.000 0.438 54.000 Uniform Live load 135 #/ft full length Uniform SJI load 253 #/ft full length Uniform Dead load 118 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 9'2", 18'5", & 36'10" FTE OAL P?E 1 CLIP @ 27'7" FTE OAL LJRT BEARING 3-1/2" @ RE End loads: __ SJI. Dead Live Wind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 30.000 in Deep 543.625 in Design length 1433 # Minimum Shear 28.940 in Effective Deuth 491 in4 Ix 0 in4 Minimum Ix - 26.250 in Clear Depth 923369 in-#Moment 48.000 in Interior Panel 11 Web Vees TOR Chord: 2-LL2x2x.176 Bridg e 179" Ix= 0.516 Center: L = 24.000 Eighth: L = 24.000 Tag end panl: L = 27.906 First point: Chord shear: V = 20200 Bot Chord: 2-LL1-3/4x.155 Ix= 0.304 Center: L = 48.000 Chord shear: V = 20200 L/ 606 Live Defl L/ 323 SJI Defl 1.000 in Chord gap 0.855 in Camber 27.906 in Left End 27.906 in Right End 6731 # SJI reaction A = 1.346 Iy= 2.042 P = -31906 P = -28411 P = -13978 P = -13978 c = -757 A = 1.037 Iy= 1.330 P = 31362 T = 11393 Y = 0.565 Rx = 0.619 Pax= -34397 Paz= -29932 Paz= -24862 Pa = -36343 fv = 8161 Y = 0.495 Rx = 0.541 Pa = 31109 fv = 11688 6731 # SJI reaction Fy = 50000 Ry = 1.232 M = 1163 M = 1778 fc = -562 Fy = 50000 Ry = 1.133 ft = 10987 Q = 0. 8. Rz = 0.394 6 Fillers No Fillers No Filler f = 8166 Q = 0.983 Rz = 0.345 f = 12915 Vallev Joist West Page 24 V1.71 r Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE J602 1 - 30K253/135 x 45' 7.625 Special Crimped angle Parallel chord Shortspan Web Anql Lnqth Shear T 1 60.9 54.0 6341 V 139.8 34.2 -1642 C 1 7.5 26.5 -5746 T 2 39.7 34.1 5154 V 2 0.0 26.3 -1596 C 2 39.7 34.1 -4604 T 3 39.7 34.1 4054 V 3 0.0 26.3 -1626 C 3 39.7 34.1 -3504 T'- 39.7 34.1 2954 V + 0.0 26.3 -1648 C 4 39.7 34.1 -2403 T 5 39.7 34.1 1853 V 5 0.0 26.3 -1661 C 5 39.7 34.1 -1433 T 6 39.7 34.1 1433 V 6 0.0 26.3 -1666 Force Member 13039 AU - 29/32 -2137 lLL1-1/2X.109 -5795 lLL1-3/4X.125 6696 lLL1-1/4X.109 -1596 lLLlXlX.109 -5981 1LL1-3/4X.125 5267 lLL1-1/4x.109 -1626 lLLlXlX.109 -4552 lLL1-3/4X.125 -1648 1LLlXlX.109 3837 lLL1-1/4X.109 -3122 1~~1-1/2~.109 2408 lLL1-1/4X.109 -1661 1LLlXlX.109 -1861 lLL1-1/4X.109 1861 lLL1-1/4X.109 -1666 lLLlXlX.109 Area 0.645 0.315 0.422 0.261 0.206 0.422 0.261 0.206 0.422 0.261 0.206 0.315 0.261 0.206 '0.261 0.261 0.206 0.226 0.2972 0.3472 0.1962 0.3472 0.1962 0.3472 0.2472 0.1962 0.2972 0.2472 0.1962 0.2472 0.2472 0.1962 0.2472 0.2472 Pa Weld -- 17406 1.4 -3562 0.7 -6672 1.6 7819 2.1 -1719 0.5 -6153 1.6 7819 1.6 -1719 0.5 -6153 1.2 7819 1.2 -1719 0.5 -3573 1.0 7819 0.7 -1719 0.5 -2034 0.6 7819 0.6 -1719 0.5 T -AvlW - B 2.9/ 3.0 3.0/ 2.8 2.7/ 2.7 2.3/ 2.0 3.2/ 3.2 2.7/ 2.7 2.3/ 2.0 3.2/ 3.2 2.7/ 2.7 2.3/ 2.0 2.9) 3.0 2.7/ 2.7 2.3/ 2.0 2.7/ 2.7 2.7/ 2.7 2.3/ 2.0 Vallev Joist West Page 25 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: LJBC 1997 TAG COLOR ORANGE 5603 7 - 30K240/128 x 45'10.125 Special Crimped angle Parallel chord Shortspan End Lenqth Depth Slope Holes TOR Chord Ext BCX Holdback Pitch EP/#lL Taq 4.000 4.875 -0.438 E 0' 2.000 54.000 Opp 4.000 5.000 0.438 54.000 Uniform Live load 128 #/ft full length Uniform SJI load 240 #/ft full length Uniform Dead load 112 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 9'2", 18'5", & 36'10" FTE OAL .c'E 1 CLIP @ 27'7" FTE OAL 5i~dRT BEARING 3-1/2" @ RE End loads: __ SJI -DeadaEcrukWind Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 30.000 in Deep 546.12.5 in Design length 1365 # Minimum Shear 28.945 in Effective Depth 476 in4 Ix 0 in4 Minimum Ix 26.250 in Clear Depth L/ 610 Live Defl L/ 325 SJI Defl 895283 in-#Moment 1.000 in Chord gap 0.863 in Camber 48.000 in Interior Panel . 28.531 in Left End 28.531 in Right End 13 Web Vees 6461 # SJI reaction 6461 # SJI reaction TOR Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 Q = 0.952 Bridg e 178" Ix= 0,482 Iy= 1.888 RX = 0.621 Ry = 1.229 RZ = 0.395 Center: L = 24.000 P = -30930 Pax= -31142 10 Fillers Sixth: L = 24.000 P = -23410 Paz= -27205 No Fillers Tag end panl: L = 28.531 P = -13572 Paz= -22353 M = 1151 NO Filler First point: P'= -13572 Pa = -33773 M = 1767 Chord shear: V = 20200 C = -962 fv = 8437 fc = -769 f = 8446 2-LL1-3/4~.155 A = 1.037 Y = 0.495 Fy = 50000 Q = 0.983 Ix= 0.304 Iy= 1.330 RX = 0.541 Ry = 1.133 RZ = 0.345 Center: L = 48.000 P = 30242 Pa = 31109 Chord shear: V = 20200 T = 10924 fv = 11209 ft = 10535 f = 12385 r- Vallev Joist West Page 26 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURT2 ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE 5603 7 - 30K240/128 x 45'10.125 Special Crimped angle Parallel chord Shortspan web T1 v1 c1 T2 v2 c2 T3 v3 c3 7- \+ c4 T5 v5 c5 T6 V6 Ansl Lnqth Shear 60.9 54.0 6081 39.0 33.8 -1623 9.9 26.6 -5501 39.7 34.1 4932 0.0 26.3 -1568 39.7 34.1 -4408 39.7 34.1 3884 0.0 26.3 -1597 39.7 34.1 -3360 0.0 26.3 -1618 39.7 34.1 -2312 39.7 34.1 1788 0.0 26.3 -1630 39.7 34.1 -1365 39.7 34.1 1365 0.0, 26.3 -1635 39.7 34.1 2836 Force Member Area- R 12502 AU - 29/32 0.645 0.226 -2090 lLL1-1/4X.109 0.261 0.2472 -5584 1LL1-3/4X.125 0.422 0.3472 6406 lLL1-1/4X.109 0.261 0.2472 -1568 lLLlXlX.109 0.206 0.1962 -5726 lLL1-3/4X.125 0.422 0.3472 5045 lLL1-1/4x.109 0.261 0.2472 -1597 1LLlXlX.109 0.206 0.1962 -4364 1LL1-3/4X.125 0.422 0.3472 3684 lLL1-1/4x.109 0.261 0.2472 -1618 lLLlXlX.109 0.206 0.1962 -3003 lLL1-1/2X.109 0.315 0.2972 2323 lLL1-1/4X.109 0.261 0.2472 -1630 1LLlXlX.109 0.206 0.1962 -1774 lLL1-1/4X.109 0.261 0.2472 1774 lLL1-1/4X.109 0.261 0.2472 -1635 lLLlXlX.109 0.206 0.1962 -- Pa Weld 17406 1.4 -2072 0.6 -6627 1.5 7819 2.0 -1719 0.5 -6154 1.5 7819 1.6 -1719 0.5 -6154 1.2 7819 1.1 -1719 0.5 -3573 0.9 7819 0.7 -1719 0.5 -2035 0.5 7819 0.5 -1719 0.5 T - AVlW - B 2.7/ 2.7 3.0/ 2.8 2.71 2.7 3.2/ 3.2 2.71 2.7 2.3/ 2.0 2.7/ 2.7 2.3/ 2.0 2.91 3.0 2.7/ 2.7 2.7,' 2.7 2.71 2.7 2.31 2.0 2.3/ 2.0 3.21 3.2 2.3/ 2.0 c Valley Joist West Page 27 V1.71 - Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project : ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE J604 3 - 30K253/135 x 45'10.125 Special Crimped angle Parallel chord Shortspan End Lenqth Depth Slope Holes Tor, Chord Ext BCX Holdback Pitch EP/#lL Tag 4.000 4.875 -0.438 E 0' 2.000 54.000 opp 4.000 5.000 0.438 54.000 Uniform Live load 135 #/ft full length Uniform SJI load 253 #/ft full length Uniform Dead load 118 #/ft full length An additional SJI load of lOOO# may occur at any top chord panel point. An additional Dead load of lOOO# may occur at any top chord panel point. H1 CLIP @ 9'2", 18'5", & 36'10" FTE OAL T/?E 1 CLIP @ 27'7" FTE OAL LdRT BEARING 3-1/2" @ RE End loads: - SJI NtUpmbEQuk- Left TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 7.2 0.0 Kips 30.000 in Deep 546.125 in Design length 1439 # Minimum Shear 28.882 in Effective Depth 507 in4 Ix 0 in4 Minimum Ix 26.000 in Clear Depth L/ 616 Live Defl L/ 329 SJI Defl 929990 in-#Moment 1.000 in Chord gap 0.863 in Camber 48.000 in Interior Panel 28.531 in Left End 28.531 in Right End 6757 # SJI reaction 11 Web Vees 6757 # SJI reaction Tor, Chord: 2-LL2x2x.176 Bridg c 179" Ix= 0.516 Center: L = 24.000 Eighth: L = 24.000 Tag end panl: L = 28.531 First point: Chord shear: V = 20200 Bot Chord: 2-L L2x2x.143 Center: L = 48.000 Chord shear: V = 20200 Ix= 0.429 A = 1.346 Iy= 2.042 P = -32200 P = -28700 P = -14030 P = -14030 c = -1008 A = 1.103 Iy= 1.652 P = 31695 T = 11453 Y = 0.565 Rx = 0.619 Pax= -34397 Paz= -29932 Paz= -24514 Pa = -36343 fv = 8168 Y = 0.553 Rx = 0.624 Pa = 33093 fv = 11121 Fy = 50000 Ry = 1.232 M = 1214 M = 1863 fc = -749 Fy = 50000 Ry = 1.224 ft = 10382 Q = 0.981 Rz = 0.394 6 Fillers No Fillers No Filler f = 8177 Q = 0.898 Rz = 0.396 f = 12273 Vallev Joist West Page 28 V1.71 Job #ON02915 - 08 By ASM Entered 6/20/00 Revised 2/13/01 - Customer: JD2, INC #lo002 2049 KURTZ ST SAN DIEGO, CA 92110-2014 619/295-3153 FAX# 609/295-3628 PO# 00-364 Project: ASTON VIEWS CARLSBAD, CA Comments: UBC 1997 TAG COLOR ORANGE J604 3 - 30K253/135 x 45'10.125 Special Crimped angle Parallel chord Shortspan Web Anql Lnqth Shear T 1 61.0 53.5 6361 V 139.1 33.5 -1656 C 1 9.9 26.4 -5750 T 2 39.7 33.8 5153 V 2 0.0 26.0 -1597 C 2 39.7 33.8 -4603 T 3 39.7 33.8 4053 V 3 0.0 26.0 -1628 C 3 39.7 33.8 -3503 TF 39.7 33.8 2953 V , 0.0 26.0 -1650 C 4 39.7 33.8 -2403 T 5 39.7 33.8 1853 V 5 0.0 26.0 -1663 C 5 39.7 33.8 -1439 T 6 39.7 33.8 1439 V 6 0.0 26.0 -1667 Force Member Area- R 13101 AU - 29/32 0.645 0.226 -2134 lLL1-1/2X.109 0.315 0.2972 -5838 lLL1-3/4~.125 0.422 0.3472 6699 lLL1-1/4x.109 0.261 0.2472 -1597 lLLlxlx.109 0.206 0.1962 -5984 lLL1-3/4x.125 0.422 0.3472 -1628 lLLlxlx.109 0.206 0.1962 3839 lLL1-1/4x.109 0.261 0.2472 -3124 lLL1-1/2x.109 0.315 0.2972 2409 lLL1-1/4x.109 0.261 0.2472 -1663 1LLlxlx.109 0.206 0.1962 1871 lLL1-1/4x.109 0.261 0.2472 -1667 1LLlxlx.109 0.206 0.1962 5269 lLL1-1/4x.109 0.261 0.2472 -4554 1LL1-3/4X.125 0.422 0.3472 -1650 1LLlXlX.109 0.206 0.1962 -1871 lLL1-1/4X.109 0.261 0.2472 -- Pa Weld 17406 1.4 -3702 0.7 -6693 1.6 7819 2.1 -1752 0.5 -6221 1.6 7819 1.6 -1752 0.5 -6221 1.2 7819 1.2 -1752 0.5 -3636 1.0 7819 0.7 -1752 0.5 -2070 0.6 7819 0.6 -1752 0.5 T - Avl W - B 2.9/ 3.3 3.0/ 3.0 2.3/ 2.3 2.71 3.1 3.2/ 3.6 2.7/ 3.1 2.3/ 2.3 3.2/ 3.6 2.71 3.1 2.3/ 2.3 2.9i 3.3 2.7/ 3.1 2.3/ 2.3 2.7/ 3.1 2.7/ 3.1 2.3/ 2.3 ,-