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HomeMy WebLinkAbout1265 LAUREL TREE LN; JOISTS; PCR07009; Structural CalculationsCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 01-25-2007 Plan Check Revision Permit No:PCR07009 Building Inspection Request Line (760) 602-2725 Job Address: 1265 LAUREL TREE LN CBAD . . - Permit Type: PCR Status: ISSUED Parcel No: 2120402500 Lot#: 0 Applied: 01/16/2007 Valuation: $0.00 Construction Type: NEW Entered.By: KG Reference*: CB053109 Plan Approved: 01/25/2007 Issued: 01/25/2007 Project Title: BILTMORE PACIFICA STEEL WEB Inspect Area: JOISTS-DEFERRED SUBMITTAL Applicant: Owner: LUSARDI CONSTRUCTION COMPANY ASCENT BILTMORE CARLSBAD L L C 1570 LINDA VISTA DRIVE 111 W MONROE ST #1111 : SAN MARCOS, CA 92069 PHOENIX AZ 85003 619-744-3133 Plan Check Revision Fee $480.00 Additional Fees . $0.00 Total Fees: $480.00 Total Payments To Date: $480.00 Balance Due: $0.00 FINAL APPROVAL Inspector: Date: — Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures, set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions' DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. PERMIT<APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1Q35 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO EST. VAL. / Plan Ck. Deposit ///?/ Validated By__ Date -or Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No. , Subdivision Name/Number L, Unit No. Phase No. Total # of units Assessor's Parcel #Existing Use Proposed Use Description of Work SQ. FT.#of Stories # of Bedrooms # of Bathrooms Name Address City .Q"6wner Q Agent for Ownar State/Zip Telephone» Fax # 9s o7 a Name Address City State/Zip Telephone # <n- /o T T3 ./ Name Address City State/Zip Telephone ff (Sec. 7031 .5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031 .5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars l$5001). cr Name Address City State/Zip Telephone tt State License # "££)"?£• Of License Class A - ~3 City Business License # '£2- 9 8Q^ ^/n^-J^L Cnn<. Designer Name State License # j/<//~» <A/icL /22-2-n ' &- CA*«AO &t*l *2<. Address City K> <7> Cs) 43t&/ f S-\ f ) "79}~¥??? S State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: n I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the-work for which this permit is issued. EJ 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 issued. My worker's compensation insurance carrier and policy number are: „ ,/ Insurance Company lUi^f A/,./}nA fc,'a.fL, Policy No. t^C / 3 *7?&f CjOJ Expiration Date /-/ - O f? (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($1Q0H)00), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE *C^s~i*^i^T^--^_. . ' • DATE /-/£ ^> 7. 7. ^OWNPt-BUltDIR f«E(5tA*IATIOI«\^* '*<-••,> J <% ', -- • • ' - , ! I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). C] I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. Q YES QNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hjred the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): ', ; 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): ; '_ ; ; : PROPERTY OWNER SIGNATURE DATE ,w1i»»t!l«wsse(mosF08^ -„_.•„ f . • , r i ..««„•.'.. ,^-- Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. IliiHHI^HlliHiiSI^PMcV Sl'J' i,,,-V" ,".-,. 1!JL I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970") Civil Code). LENDER'S ADDRESSLENDER'S NAME I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS/COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void ii the building or work at any time after the work is commej APPLICANT'S SIGNATURE r a period of 180 days (Section 106.4.4 Uniform Building Code). DATE -0 7 WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In (Partners/tip with government for (BuMing Safety DATE: JAN. 23, 2007 Q APPLICANT~ JURISDICTION: CARLSBAD a PLANREVIEWER a FILE PLAN CHECK NO.: 05-3109 (REV. # 1) - PCR 07-009 SET: I , PROJECT ADDRESS: LAUREL TREE LANE PROJECT NAME: BILTMORE PACIFICA (3-STORY BUILDING) !XJ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: ANDREW TARANCO C/O/ SMITH CONSULTING AIA, 12220 EL CAMINO REAL # 200, S.D., CA 92130 ,X] 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: ANDREW : Telephone #: 858-793-4777 Date contacted: (by: ) Fax #: 832-1147 Mail Telephone Fax In Person IXI REMARKS: Roof Open Web Steel Truss (deferred package) under this submittal. By: Ali Sadre Enclosures: Esgil Corporation D GA Q MB D EJ b PC 1/19 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 *• San Diego, California 92 123 * (858)560-1468 V Fax (858) 560-1576 CARLSBAD 05-31O9 (REV. #1) - PCR 07-OO9 JAN. 23, 2007 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD 1) -PCR07-OO9 PREPARED BY: All Sadre ; / , BUILDING ADDRESS: LAUREL TREE LANE PLAN CHECK NO.: O5-31O9 (REV. # DATE: JAN. 23, 2007 BUILDING OCCUPANCY: B/A2.1 TYPE OF CONSTRUCTION: V1HR./SPR. BUILDING PORTION roof truss package Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb RIHn Pprmif FPP hv OrHinanrp ^P Valuation Multiplier By Ordinance Reg. ., Mod. VALUE ($) Plan Check Fee by Ordinance $480.00 Type of Review: I I Repetitive FeeRepeats D Complete Review D. Other r-n Hourly Structural Only Hours Esgil Plan Review Fee $384.00 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc • mm • • a subsidiary of rJOIST, IRC. -ag3'\ (775) 575-7337 manufacturers of joist and girders Fax (775) 575-7222 P.O. Box 2170 255 Logan Road JANUARY 2, 2007 Logan Industrial Park Femley, NV 89408 ENGINEERING REPORT COVER SHEET IS FOR FINAL CALCULATIONS (REV. 0) FOR APPROVAL BY ENGINEER OF RECORD RE: BILTMORE PACIFICA CARLSBAD, CA VALLEY JOIST CONTRACT NO.: 6N01790 CUSTOMER: JD2, INC. 135 W. MISSION AVE, STE. 205A ESCONDIDO, CA 92025-1714 //ATTENTION: GEORGE OOSTERWUK PHONE: 760/480-1820 THIS ENGINEERING REPORT SIGNATURE PAGE SHEET IS PROVIDED FOR JOIST (AND GIRDER), MARKS as shown on: SEQUENCE CALCULATION PAGES SEQUENCE CALCULATION PAGES^ 6N01790-S2 1-34 6N01790J-S1 1-69 6N01790-S3 1-50 6N01790-S1 1-24 6N01790G-S3 1-19 The joist (and girder) mark numbers are as shown on the Placement Plans. The calculations are based on all bridging in place and anchored as required by the SJI Specifications & Technical Digests. The joist designations and special loads were determined and specified by the Engineer of Record, not by the steel joist manufacturer. The steel joist manufacturer's scope is limited to the design of the members in the steel joists. Their scope does not include the complete structure, structural connections, or the coordination of the components. The Professional Engineer's Seal affixed hereto indicates that the steel joists were designed in accordance with The Steel Joist Institute's Standard Specifications to support the, loads specified, 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 are 50-ksi minimum yield strength per the SJI Specifications. The joist material sizes were designed to carry the loads as shown on the calculations. Valley Joist's ICC- LAS Number isFA-363. Walter F. Worthley, Jr., PE CA# 64116 Chief Engineer Valley Joist / A division of EBSCO Industries, Inc. VJCALC6N01790/CJB Job #6N01790 - S2 Valley Joist West Page 1 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T101 2 - 28LH360/160 X Parallel chord Longspan 33' 2.000 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch 0' 5.750 EP/#1L 48.000 48.000 Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 2-1/2" SHORT BEARING TE USE 3/4" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtU Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep 0.000 0.000 26.963 in Effective Depth 24.250 in Clear Depth 680635 in-#Moment 48.000 in Interior Panel 8 Web Vees Dead Live 0.000 0.000 0.000 0.000 394.000 in Design length 348 in4 Ix L/ 951 Live Defl 1.000 in Chord gap 26.500 in Left End 6910 # SJI reaction Equk 9.000 9.000 Wind 2Liv 0.000 0.000 0.000 0.000 1478 # Minimum Shear 0 in4 Minimum Ix L/ 372 SJI Defl 0.449 in Camber 26.500 in Right End 6910 # SJI reaction 3DLd 0.000 Ki 0.000 Ki Top Chord; 2-LL2x2x.l43 Bridg < 20'8" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.429 L = 24.000 L = 24.000 L = 26.500 V =5583 A = ly= P = P = P = P = C = 1.103 1.652 -24868 -21871 -10911 -10911 15877 Y = Rx = Pax= Paz= Paz = Pa = fv = 0.553 0.624 -27213 -25158 -19734 -29784 9760 Fy = Ry = M = M = M = fc = 50000 1.224 720 1501 2265 14393 Bearing seats: Tag End L4x4x.313 Opposite End L4x4x.313 Bot Chord: 2-LL1-3/4X.125 A = Ix= 0.251 Iy= Center: L=48.000 P = Chord shear: V = 6396 T = Weld Weld 2.78" 2.78" 0.844 1.068 25243 11755 Y = Rx = Pa = fv = 0.484 0.546 25313 14619 Fy = Ry = ft = 50000 1.125 13932 Q = 0.898 Rz = 0.396 4 Fillers No Fillers No Filler f = 12127 Q = 0.897 Rz = 0.347 f = 16194 Job #6N01790 - S2 Customer: Valley Joist West Page 2 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Conunents: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T101 2 - 28LH360/160 x 33' 2.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 U5 U6 U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 59 35 14, 41. 0. 41, 41. 0. 41. 41. 0. 41. .62 .87 .55 .67 .00 .67 .67 .00 ,67 ,67 ,00 67 in 53 33 27 36, 26, 36. 36. 26. 36, 36. 26. 36. .32 .28 .86 .10 .96 .10 .10 .96 .10 ,10 96 10 Member 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.125 . 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0 0 0 0 0 0 0, 0, 0. 0. 0. 0. .422 .261 .422 .261 .206 .359 .261 .206 ,261 ,261 ,206 261 0 0 0 0 0 0 0 0, 0, 0, 0, 0. R in .347z .247z .347Z .247Z .196Z .296z ,247z .196Z .247Z ,247z ,196z ,247z Shear Ibs 6396 0 0 4765 0 0 3203 0 0 1641 0 239 Force Ibs 12648 0 0 6379 0 0 4288 0 0 2197 0 320 Allow Ibs 12656 7819 12656 7819 6184 10781 7819 6184 7819 7819 6184 7819 Compressive Shear Ibs 0 1839 5583 0 1799 3984 0 1829 2422 0 1844 1478 Force Ibs 0 2270 5768 0 1799 5333 0 1829 3242 0 1844 1978 Allow Ibs 4738 3742 6306 3228 2882 5878 3228 2882 3228 3228 2882 3228 Weld Thick Available X Length .13x3 .11x0 .13x1 .11x2 .11x0 .13x1 .11x1. .11x0. .11x1. .11x0. .11x0. .11x0. .4 .7 .6 .0 .6 .4 .3 .6 .0 .7 6 6 Weld (in) Top/Bottm 4 2 3 2 2, 3, 2, 2, 2. 2. 2. 2. . I/ .6/ .O/ .7/ .3/ .O/ .11 ,3/ .11 • 11 3/ •11 4 2 2 2 2 3 2, 2. 2, 2. 2. 2. .5 .7 .8 .8 .0 .1 .8 ,0 ,8 .8 ,0 8 Job #6N01790 - S2 Customer Valley Joist West Page 3 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** T102B 2 - 28LH360/160 x 33' 2.000 Special Crimped angle Parallel chord Longspan End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch O1 5.750 EP/#1L 48.000 48.000 Uniform Live load 160 #/ft full length Uniform .SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. Equk 1600# AddLoad on Top chord at panel points. 2-1/2" SHORT BEARING TE USE 3/4" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtU Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep 0.000 0.000 26.963 in Effective Depth 24.250 in Clear Depth 680635 in-#Moment 48.000 in Interior Panel 8 Web Vees Dead Live 0.000 0.000 0.000 0.000 394.000 in Design length 348 in4 Ix L/ 951 Live Defl 1.000 in Chord gap 26.500 in Left End 6910 # SJI reaction Equk 9.000 9.000 Wind 0.000 0.000 2Liv 0.000 0.000 3DLd 0.000 Ki 0.000 Ki 1478 # Minimum Shear 0 in4 Minimum Ix L/ 372 SJI Defl 0.449 in Camber 26.500 in Right End 6910 # SJI reaction Top Chord: 2-LL2x2x.l43 Bridg < 208" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.429 L =• 24.000 L = 24.000 L = 26.500 V =5583 A = ly= P = P = P = P = C = 1.103 1.652 -24868 -21871 -11211 -11211 15877 Y = Rx = Pax= Paz = Paz= Pa = fv = 0.553 0.624 -27213 -25158 -19734 -29784 9760 Fy = Ry = M = M = M = fc = 50000 1.224 720 1501 2265 14393 Bearing seats: Tag End L4x4x.313 Weld 2.78" Opposite End L4x4x.313 Weld 2.78" Bot Chord: 2-LL1-3/4X.125 A = 0.844 Y = 0.484 Ix= 0.251 Iy= 1.068 Rx = 0.546 Center: L = 48.000 P = 25243 Pa = 25313 Chord shear: V = 6396 T = 11755 fv = 14619 Fy Ry 50000 1.125 Q = 0.898 Rz = 0.396 4 Fillers No Fillers No Filler f = 12127 ft = 13932 Q = 0.897 Rz = 0.347 f = 16194 Job #6N01790 - S2 Customer; Valley Joist West Page 4 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** T102B 2 - 28LH360/160 x 33' 2.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 U5 U6 06 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 59 35 14. 41, 0, 41, 41. 0. 41. 41. 0. 41. .62 .87 .55 .67 .00 .67 .67 .00 .67 ,67 ,00 ,67 in 53 33 27 36 26 36. 36, 26. 36. 36. 26. 36. .32 .28 .86 .10 .96 .10 .10 .96 .10 .10 ,96 .10 Member 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 . 1-LL1-1/4X.109 Area in2 0 0 0 0 0 0, 0, 0. 0, 0. 0, 0. .422 .261 .422 .261 .206 .359 .261 .206 .261 .261 .206 .261 0 0 0 0 0 0 0. 0. 0 0. 0. 0. R in .347z .247z .3472 .247z .196Z .296Z .2472 .1962 .247z .2472 .196z ,247z Shear Ibs 6396 0 0 4765 0 0 3203 0 0 1641 0 559 Force Ibs ' 12648 0 0 6379 0 0 4288 0 0 2197 0 748 Allow Ibs 12656 7819 12656 7819 6184 10781 7819 6184 7819 7819 6184 7819 Compressive Shear Ibs 0 1991 5583 0 1993 3984 0 2023 2422 160 2038 1478 Force Ibs 0 2457 5768 0 1993 5333 0 2023 3242 215 2038 1978 Allow Ibs 4738 3742 6306 3228 2882 5878 3228 2882 3228 3228 2882 3228 Weld Thick Available X Length .13x3 .11x0 .13x1, .11x2, .11x0, .13x1. .11x1. .11x0. .11x1. .11x0. .11x0. .11x0. .4 .8 .6 .0 .6 .4 3 .6 ,0 ,7 .6 6 Weld (in) Top/Bottm 4 2 3 2 2 3 2 2 2 2 2 2, • I/ • 6/ -o/ -7/ .3/ .O/ .?/ .3/ • 7/ .7/ • 3/ • 11 4 2 2, 2, 2, 3. 2. 2 . 2. 2. 2. 2. .5 .7 .8 .8 .0 ,1 ,8 0 .8 ,8 0 8 Job #6N01790 - S2 Customer: Valley Joist West Page 5 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, GA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T111 1 - 32LH360/160 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 28.05, Peak @ 15'11.750 = 32.00, Opposite End = 28.05 inches Deep. End Lenqth Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope 0.250 0.250 Holes Y Y Top Chord Ext Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 32.000 in Deep BCX Holdback 2 O1 5.750 2 0' 5.750 Pitch 0.250 0.250 EP/#1L 48.000 48.000 31.032 in Effective Depth 28.500 in Clear Depth 629972 in-#Moment 48.000 in Interior Panel 7 Web Vees 0.000 0.000 0.000 0.000 0.000 0.000 379.500 in Design length 398 in4 Ix L/1216 Live Defl 1.000 in Chord gap 34.875 in Left End 6692 # SJI reaction Wind 0.000 0.000 2Liv 0.000 0.000 3DLd 0.000 Ki 0.000 Ki 1423 # Minimum Shear 0 in4 Minimum Ix L/ 474 SJI Defl 0.417 in Camber 34.875 in Right End 6692 # SJI reaction Top Chord: 2-LL2x2x.l25 Bridg < 207" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.380 L = 24.000 L = 24.000 L = 34.875 V =4771 A = Iy= P = P = P = P = C = 0.969 1.441 -20465 -19794 -9925 -9925 16276 Y = Rx = Pax= Paz= Paz = Pa = fv = 0.546 0.626 -22309 -20723 -13811 -26156 9543 Fy = Ry = M = M = M = f C - 50000 1.219 719 2547 4028 16801 Bearing seats: Tag End L4x4x.313 Weld 3.07" Opposite End L4x4x.313 Weld 3.07" Bot Chord: 2-LL1-1/2X.125 A= 0.719 Y = 0.421 Ix= 0.156 Iy= 0.765 Rx = 0.465 Center: L = 48.000 P = 20463 Pa = 21563 Chord shear: V = 5871. T = 13353 fv = 15657 Fy Ry 50000 1.032 Q = 0.834 Rz = 0.398 2 Fillers No Fillers No Filler f = 12713 Q = 0.961 Rz = 0.296 ft = 18579 f = 18206 Job #6N01790 - S2 Customer: Valley Joist West Page 6 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T111 1 - 32LH360/160 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15!11.750 Tag End = 28.05, Peak @ 15'11.750 = 32.00, Opposite End = 28.05 inches Deep. Tensile Length Location UO Ol O2 U2 03 U4 U4 OS 06 U6 O7 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V3 W7 we V4 Slope 59. 21. 39. 40. 0. 39. 39. 0. 38. 38. 0. .52 .81 .77 .07 .00 .10 ,10 00 17 .17 .00 in 53. 29. 37. 37. 29. 38. 38. 30. 38. 38. 31. .38 .95 .12 .28 .03 .05 ,05 .03 84 .84 .03 Member 2-LLlxlx.l09 l-LLlxlx.109 1-LL2X2X.143 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 Area in2 0. 0. 0. 0, 0, 0. 0. 0. 0. 0. 0. .412 .206 .552 .261 .206 ,315 .261 206 261 .261 .206 0. 0, 0 0. 0. 0. 0. 0. 0. 0. 0. R in .196z ,196z .396z .247z .1962 .297z ,247z ,196z 247z ,247z ,196z Shear Ibs 5871 0 0 3705 0 0 2076 0 68 1423 0 Force Ibs 11574 0 0 4841 0 0 2675 0 86 1810 0 Allow Ibs 12367 6184 16547 7819 6184 9454 7819 6184 7819 7819 6184 Compressive Shear Ibs 0 2084 4771 0 1801 2921 0 1819 1423 439 1099 Force Ibs 0 2244 6208 0 1801 3764 0 1819 1810 559 1099 Allow Ibs 3326 2348 6519 3026 2498 4746 2904 2335 2789 2789 2187 weld Thick Available X Length .11x3 .11x0 .14x1 .11x1 .11x0 .11x1 .11x0. .11x0. .11x0. .11x0, .11x0. .6 .7 .5 .5 .6 .2 .8 .6 .6 .6 .3 Weld (in) Top/Bottm 6 2 3 2 2 2 2 2. 2, 2. 2. .4/ 4 .2/ 1 • 4/ 3 .I/ 2 • 3/ 1 . 9/ 2 .11 2 ,3/ 1. . 7/ 2 . .11 2. .3/ 1, .5 .9 .2 .5 .8 .7 .4 .8 .4 .4 .8 Job #6N01790 - S2 Customer: Valley Joist West Page 7 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE . **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** T112B 1 - 32LH360/160 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 28.05, Peak @ 15'11.750 = 32.00, Opposite End = 28.05 inches Deep. End Lencrth Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope 0.250 0.250 Holes Y Y Top Chord Ext Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 100 Oft AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. Equk 1600# AddLoad on Top chord at panel points. Equk 1600# AddLoad on Bottom chord at panel points End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 32.000 in Deep BCX Holdback Pitch EP/#1L 2 0' 5.750 0.250 48.000 2 0' 5.750 0.250 48.000 31.026 in Effective Depth 28.500 in Clear Depth 629971 in-#Moment 48.000 in Interior Panel 7 Web Vees 0.000 0.000 0.000 0.000 0.000 0.000 379.500 in Design length 420 in4 Ix L/1282 Live Defl 1.000 in Chord gap 34.875 in Left End 6692 # SJI reaction Equk Wind 2Liv 3DLd 9.000 0.000 0.000 0.000 Ki 9.000 0.000 0.000 0.000 Ki 1423 # Minimum Shear 0 in4 Minimum Ix L/ 500 SJI Defl 0.417 in Camber 34.875 in Right End 6692 # SJI reaction Top Chord: 2-LL2x2x.l43 Bridg < 208" Center: Tag end panl: First point: Chord shear: Ix= 0.429 L = 24.000 L = 34.875 V =4771 A = Iy= P = P = P = C = 1.103 1.652 -20470 -11805 -11805 16331 Y = Rx = Paz= Paz= Pa = f v = 0.553 0.624 -25158 -16339 -29784 8341 Fy = Ry = M = M = M = fc = 50000 1.224 719 2547 4028 14805 Bearing seats: Tag End L4x4x.313 Weld 2.68" Opposite End L4x4x.313 Weld 2.68" Bot Chord: 2-LL1-1/2X.125 A = 0.719 Y = 0.421 Ix= 0.156 Iy= 0.765 Rx = 0.465 Center: L = 48.000 P = 20468 Pa = 21563 Chord shear: V = 5871 T = 13357 fv = 15657 Fy Ry 50000 1.032 Q = 0.898 Rz = 0.396 No Fillers No Filler f = 11152 ft = 18583 Q = 0.961 Rz = 0.296 f = 18207 Job #6N01790 - S2 Customer yallev Joist West Page 8 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) t **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** T112B 1 - 32LH360/160 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 28.05, Peak @ 15'11.750 = 32.00, Opposite End = 28.05 inches Deep. Tensile Length Location UO Ul U2 U2 U3 D4 U4 US U6 U6 U7 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V3 W7 W8 V4 Slope 59 21 39 40 0. 39. 39. 0 38, 38, 0. .52 .81 .78 .08 .00 .11 .11 .00 .18 .18 .00 in 53 29 37 37, 29. 38. 38. 30. 38. 38. 31. .38 .94 .12 .28 .03 .05 .05 .03 ,83 .83 .03 Member 2-LLlxlx.l09 l-LLlxlx.109 1-LL2X2X.143 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109, l-L.L.lxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 Area in2 0 0. 0. 0, 0. 0. 0. 0. 0. 0. 0. .412 .206 .552 .261 .206 .315 .261 .206 .261 .261 .206 0, 0, 0, 0, 0. 0. 0. 0. 0. 0. 0. R in .196Z .196z .3962 ,247z ,196z ,297z ,247z ,196z ,247z ,247z ,196z Shear Ibs 5871 0 0 3705 0 0 2076 0 713 1150 0 Force Ibs 11576 0 0 4841 0 0 2675 0 907 1462 0 Allow Ibs 12367 6184 16547 7819 6184 9454 7819 6184 7819 7819 6184 Compressive Shear Ibs 0 2101 4771 0 1996 2921 256 . 2013 1608 1423 1537 Force Ibs 0 2263 6208 0 1996 3765 330 2013 2046 1810 1537 Allow Ibs 3326 2349 6521 3026 2500 4747 2905 2336 2789 2789 2188 Weld Thick Available X Length .11x3 .11x0 .14x1 .11x1 .11x0, .11x1, .11x0, . 11x0 .11x0. .11x0. .11x0. .6 .7 .5 .5 .6 .2 .8 .6 .6 .6 , 5 weld (in) Top/Bo ttra , 6, 2. 3, 2 , 2. 2. 2 . 2. 2. 2. 2. ,4/ .21 • 4/ ,7/ 3/ 9/ 7/ ,3/ 7/ 7/ 3/ 4 1 3 2 1 2 2 1 2 2 1. .5 .9 .2 .5 .8 .7 .4 .8 .4 .4 .8 Job #6N01790 - S2 Customer: Valley Joist West Page .9 VI. 92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J100 13 - 28LH360/160 x 33' 2.000 Special Crimped angle Parallel chord Longspan End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 2-1/2" SHORT BEARING TE USE 3/4" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtUj Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep 0.000 0.000 26.963 in Effective Depth 24.250 in Clear Depth 680635 in-#Moment 48.000 in Interior Panel 8 Web Vees Dead Live 0.000 0.000 0.000 0.000 394.000 in Design length 348 in4 Ix L/ 951 Live Defl 1.000 in Chord gap 26.500 in Left End 6910 # SJI reaction Equk 9.000 9.000 Wind 0.000 0.000 2Liv 0.000 0.000 3DLd 0.000 Ki 0.000 Ki 1478 # Minimum Shear 0 in4 Minimum Ix L/ 372 SJI Defl 0.449 in Camber 26.500 in Right End 6910 # SJI reaction Top Chord: 2-LL2X2X.143 Bridg < 208" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.429 L = 24.000 L = 24.000 L = 26.500 V =5583 A = iy=p =p = p p = c = 1.103 1.652 -24868 -21871 -10911 -1.0911 15877 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.553 0.624 -27213 -25158 -19734 -29784 9760 Fy = Ry = M = M = M = fc = 50000 1.224 720 1501 2265 14393 Bearing seats: Tag End L4x4x.313 Weld 2.78" Opposite End L4x4x.313 Weld 2.78" Bot Chord; 2-LL1-3/4X.125 A = 0.844 Y = 0.484 Ix= 0.251 Iy= 1.068 Rx = 0.546 Center: L = 48.000 P = 25243 Pa = 25313 Chord shear: V = 6396 T = 11755 fv = 14619 Fy Ry 50000 1.125 Q = 0.898 Rz = 0.396 4 Fillers No Fillers No Filler f = 12127 ft = 13932 Q = 0.897 Rz = 0.347 f = 16194 Job #6N01790 - S2 Valley Joist West Page 10 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J100 13 - 28LH360/160 x 33' 2.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 US -LI -H -LI -L3 -L3 -L3 -LS -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 59, 35. 14. 41. 0. 41. 41. 0. 41. 41. 0. 41. .62 .87 .55 ,67 ,00 .67 ,67 .00 ,67 .67 .00 .67 in 53 33 27, 36. 26, 36. 36. 26. 36. 36. 26. 36. .32 .28 .86 .10 ,96 .10 .10 .96 10 .10 .96 ,10 Member 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.125 1-LL1-1/43C.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0 0 0, 0, 0, 0, 0. 0. 0. 0. 0. 0. .422 .261 .422 .261 .206 .359 ,261 ,206 .261 .261 .206 .261 0 0 0, 0 0 0. 0. 0, 0. 0. 0. 0. R in .347z .247Z .3472 .247Z .196Z .296z ,247z ,196z .247Z ,247z , 196Z ,247z Shear Ibs 6396 0 0 4765 0 0 3203 0 0 1641 0 239 Force Ibs 12648 0 0 6379 0 0 4288 0 0 2197 0 320 Allow Ibs 12656 7819 12656 7819 6184 10781 7819 6184 7819 7819 6184 7819 Compressive Shear Ibs 0 1839 5583 0 1799 3984 0 1829 2422 0 1844 1478 Force Ibs 0 2270 5768 0 1799 5333 0 1829 3242 0 1844 1978 Allow Ibs 4738 3742 6306 3228 2882 5878 3228 2882 3228 3228 2882 3228 Weld Thick Available X Length .13x3 .11x0 .13x1, .11x2, .11x0. .13x1. .11x1. .11x0. .11x1. .11x0. .11x0. .11x0. .4 .7 .6 .0 .6 .4 ,3 6 0 7 ,6 6 Weld (in) Top/Bottm 4 2 3 2. 2. 3. 2. 2. 2. 2. 2. 2. .!/ • 6/ .o/ .11 ,3/ .o/ • 11 3/ • 11 11 •3/ •11 4 2 2 2, 2, 3, 2. 2 . 2. 2 . 2. 2 . .5 .7 .8 .8 .0 .1 .8 0 8 8 .0 8 Job #6N01790 - S2 Customer: Valley Joist West Page 11 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J103 1 - 28LH360/160 x Parallel chord Longspan 33' 2.000 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points 2-1/2" SHORT BEARING TE USE 3/4" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtU Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep 26.882 in Effective Depth 24.000 in Clear Depth 877635 in-#Moment 48.000 in Interior Panel 8 Web Vees __ Dead Live Equk 0.000 0.000 0.000 9.000 0.000 0.000 0.000 9.000 394.000 in Design length 439 in4 Ix L/1199 Live Defl 1.000 in Chord gap 26.500 in Left End 8910 # SJI reaction Wind 0.000 0.000 2Liv 0.000 0.000 3DLd 0.000 Ki 0.000 Ki 1478 # Minimum Shear 0 in4 Minimum Ix L/ 379 SJI Defl 0.449 in Camber 26.500 in Right End 8910 # SJI reaction lx= L = 0.516 24.000 Top Chord: 2-LL2x2x.176 Bridg < 209" Center: Tag end panl: First point: Chord shear: L = 26.500 V =7314 A = ly= P = P = P = C = 1.346 2.042 -32163 -13967 -13967 20534 Y = Rx = Paz = Paz= Pa = fv = 0.565 0.619 -33113 -25629 -36343 10389 Fy Ry M M M fc = = = = = = 50000 1.232 720 1501 2265 15255 Bearing seats: Tag End L4x4x.313 Opposite End L4x4x.313 Bot Chord: 2-LL2x2x.l43 A = 1.103 Ix= 0.429 Iy= 1.652 Center: L = 48.000 P = 32648 Chord shear: V = 8162 T = 15204 Weld Weld Y Rx Pa fv 2.26" 2.26" 0.553 0.624 33093 14270 Fy ft = 50000 = 1.224 = 13783 Q = 0.981 Rz = 0.394 No Fillers No Filler f = 12888 Q = 0.898 Rz = 0.396 f = 15847 Job #6N01790 - S2 Valley Joist West Page 12 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J103 1 - 28LH360/160 x 33' 2.0.00 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 03 U4 U4 US U6 U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 59 35 14 41 0 41 41 0 41 41 0 41 .70 .96 .60 .76 .00 .76 .76 .00 .76 .76 .00 .76 in 53 33 27 36 26 36, 36. 26, 36, 36. 26. 36, .28 .21 .78 .04 .88 .04 .04 .88 ,04 .04 .88 .04 Member l-LL2x2x.!43 1-LL1-1/4X.109 1-LL2X2X.125 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0 0 0 0 0, 0. 0, 0. 0. 0. 0. 0. .552 .261 .484 .315 .206 .422 .261 .206 .315 .261 206 .261 0 0 0 0 0 0 0. 0. 0. 0. 0. 0, R in .396z .247Z .398z .297z .196z .347z .247z ,196z .297z ,247z ,196z .247z Shear Ibs 8162 0 0 6374 0 0 4568 0 0 2763 0 1117 Force Ibs 16177 0 0 8544 0 0 6124 0 0 3704 0 1498 Allow Ibs 16547 7819 14531 9454 6184 12656 7819 6184 9454 7819 6184 7819 Compressive Shear Ibs 0 2852 7314 0 2823 5471 0 2861 3665 535 2881 1860 Force Ibs 0 3523 7558 0 2823 7334 0 2861 4914 717 2881 2493 Allow Ibs 7787 3754 7955 5041 2898 7655 3239 2898 5041 3239 2898 3239 Weld Thick Available X Length .14x3 .11x1 .13x2 .11x2 .11x0 .13x2 .11x1. .11x0. .11x1. .11x1. .11x0. .11x0, .8 .1 .0 .6 .9 .0 .9 .9 .5 .1 .9 .8 Weld (in) Top/Bottm 4 2 3 3 2 3. 2. 2, 3. 2. 2. 2, .4/ .6/ • 2/ .O/ • 3/ .2/ .11 .3/ .o/ .11 .3/ • H 5 3 3 3 2 3 3. 2, 3, 3. 2. 3, .2 .0 .3 .4 .3 .6 .1 .3 .4 ,1 .3 .1 Job #6N01790 - S2 Customer: Valley Joist West Page 13 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J104 1 - 28LH360/160 x 34'10.000 Special Crimped angle Parallel chord Longspan End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points. TC cone loads:Load Location PointSpacing13;5 i3-5 4in 21'5 9-5 25'5 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD 1000 1000 1000 U6 U10 U12 End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep 26.847 in Effective Depth 24.000 in Clear Depth 1167735 in-#Moment 48.000 in Interior Panel 8 Web Vees NtUp Dead Live Equk Wind 2Liv 3DLd 0.000 0.000 0.000 9.000 0.000 0.000 0.000 Ki 0.000 0.000 0.000 9.000 0.000 0.000 0.000 Ki 414.000 in Design length. 1927 # Minimum Shear 569 in4 Ix 0 in4 Minimum Ix L/1339 Live Defl L/ 346 SJI Defl 1.000 in Chord gap 0.496 in Camber "31.500 in Left End 31.500 in Right End 10478 # SJI reaction 10942 # SJI reaction Top Chord: 2-LL2x2x.216 Bridg < 211" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.615 L = 24.000 L = 24.000 L = 31.500 V =8604 A = Iy= P = P = P = P =c = 1.635 2.520 -43259 -37587 -16573 -16573 27683 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.579 0.613 -44518 -40837 -27893 -44137 9958 Fy Ry M M M fc = = = = = :^ 50000 1.242 720 2089 3263 16935 Q = 1.000 Rz = 0.392 4 Fillers No Fillers No Filler f = 13072 Job #6N01790 - S2 Customer: Valley Joist West Page 14 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J104 1 - 28LH360/160 x 34'10.000 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End L4x4x.313 Weld 2 Opposite End L4x4x.313 Weld 2 Bot Chord: 2-LL2x2x.200 A - 1.520 Y Center: Chord shear: Location UO -LI Ul -LI U2 -LI U2 -L3 U3 -L3 U4 -L3 U4 -L5 U5 -L5 U6 -L5 U6 -L7 U7 -L7 US -L7 US -L9 U9 -L9 U10 -L9 U10 -Lll Ull -Lll U12 -Lll U12 -L13 U13 -L13 U14 -L13 U14 -L15 U15 -L15 U16 -L15 Web W2 VI W3L W4 V2 W5L W6 V2 W7L W8 V3 W9 W9 V3 W8 W7R V2 W6 W5R V2 W4 W3R VI W2 Slope 59.73 28.37 32.34 41.80 0.00 41.80 41.80 0.00 41.80 41.80 0.00 41.80 41.80 0.00 41.80 41.80 0.00 41.80 41.80 0.00 41.80 32.34 28.37 59.73 Ix= 0.576 L = 48.000 V = 9672 Length in 53.26 30.51 31.78 36.01 26.85 36.01 36.01 26.85 36.01 36.01 26.85 36.01 36.01 26.85 36.01 36.01 26.85 36.01 36.01 26.85 36.01 31.78 30.51 53.26 . Member l-LL2x2x.!76 1-LL1-1/4X.109 1-LL2X2X.176 1-LL1-1/2X.125 l-LLlxlx.109- 1-LL1-3/4X.143 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-1/2X.125 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-3/4X.156 l-LLlxlx.109 1-LL1-1/2X.125 1-LL2X2X.187 1-LL1-1/4X.109 1-LL2X2X.176 iy=P — T = Area in2 0.673 0.261 0.673 0.359 0.206 0.480 0.261 0.206 0.422 0.261 0.261 0.261 0.261 0.261 0.261 0.359 0.206 0.261 0.522 0.206 0.359 0.713 0.261 0.673 2.328 Rx = 43496 Pa = 21300 fv = Tensile R in 0.3942 0.2472 0.394Z 0.296Z 0.196Z 0.3462 0.2472 0.196Z 0.3472 0.247Z 0.247Z 0.2472 0.2472 0.2472 0.2472 0.2962 0.1962 0.247Z 0.345Z 0.1962 0.2962 0.394Z 0.247Z 0.3942 Shear Ibs 9672 0 0 7598 0 0 5810 0 0 3022 0 858 1394 0 2486 0 0 5274 0 0 8061 0 0 10136 Force Ibs 19189 0 0 10191 0 0 7793 0 0 4054 0 1151 1870 0 3334 0 0 7074 0 0 10813 0 0 20109 .33" .48" 0.574 Fy - 50000 0.616 Ry = 1.238 45600 12090 ft = 14013 Compress ive Allow Ibs 20191 7819 20191 10781 6184 14402 7819 6184 12656 7819 7819 7819 7819 7819 7819 10781 6184 7819 15650 6184 10781 21391 7819, 20191 Shear Ibs 0 3018 8604 0 2858 6704 0 2908 4916 284 2934 2128 1927 2936 820 4380 2915 0 7168 2866 0 9068 3021 0 Force Ibs 0 3430 10184 0 2858 8992 0 2908 6594 381 2934 2855 2585 2936 1100 5875 2915 0 • 9614 2866 0 10733 3434 0 Allow. Ibs 9661 4218 10347 5894 2904 9036 3243 2904 7659 3243 4806 3243 3243 4806 3243 5894 2904 3243 10006 2904 5894 11003 4218 9661 QK Rz f Weld Thick x Length .18x3.7 .11x1.1 .18x1.9 -.13x2.7 .11x0.9 . 14x2 . 1 .11x2.4 .11x0.9 .13x1.8 .11x1.3 .11x0.9 .11x0.9 .11X0.8 .11x0.9 .11x1.0 .13x1.6 .11x0.9 .11x2.2 .16x2.1 .11x0.9 .13x2.9 .19x1.9 .11x1.1 .18x3.8 i nnn = 0.393 = 13974 Available Weld (in) Top/Bottm 4 2 3 3 2 3 2 2 3 2 2 2 2 2 2 3 2 2 3 2 3 3 2. 4, .4/ 5.3 .5/ 2.8 .3/ 3.6 .O/ 3.4 .3/ 2.3 .21 3.6 .11 3.1 .3/ 2.3 .2/ 3.6 .11 3.1 .5/ 2.5 .11 3.1 .11 3.1 .5/ 2.5 .11 3.1 .O/ 3.4 .3/ 2.3 .11 3.1 .2/ 3.6 .3/ 2.3 .O/ 3.4 .3/ 3.6 .5/ 2.8 .4/ 5.2 Job #6N01790 - S2 Customer: Valley Joist West Page 15 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J105 1 - 28LH360/160 x Parallel chord Longspan 34'10.000 Special Crimped angle End Length Depth Tag 5.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 2000# AddLoad on Bottom chord at panel points. Dead 2000# AddLoad on Bottom chord at panel points. TC cone loads:Load 1000 2000 Spacing 13'5 8'0 13 '5 Location 13'5 21'5 Point U6 U10 Type SJI, Dead SJI, Dead 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtUp Dead Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep 2Liv 3DLd 26.829 in Effective Depth 24.000 in Clear Depth 1295235 in-#Moment 48.000 in Interior Panel 8 Web Vees Live Eguk Wind 0.000 0.000 0.000 9.000 0.000 0.000 0.000 Ki 0.000 0.000 0.000 9.000 0.000 0.000 0.000 Ki 414.000 in Design length 1927 # Minimum Shear 630 in4 Ix L/1483 Live Defl 1.000 in Chord gap 31.500 in Left End 11594 # SJI reaction 0 in4 Minimum Ix L/ 352 SJI Defl 0.496 in Camber 31.500 in Right End 11826 # SJI reaction Top Chord: 2-LL2x2x.250 Bridg < 213" Center: Sixth: Tag,end panl: First point: Chord shear: Ix= 0.695 L = 24.000 L = 24.000 L = 31.500 V =9568 A = Iy= P = P = P = P = C = 1.875 2.930 -48092 -41587 -18307 -18307 30639 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.592 0.609 -51013 -46798 -31903 -50625 9568 Fy Ry M M M fc = 50000 1.250 720 2089 3263 16341 Q = 1.000 Rz = 0.391 4 Fillers No Fillers No Filler f = 12582 Job #6N01790 - S2 Valley Joist West Page 16 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J105 1 - 28LH360/160 x 34'10.000 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End L4x4x.313 Weld . 2 Opposite End L4x4x.313 Weld 2 Bot Chord: 2-LL2x2x.216 A - 1.635 Y - Center: Chord shear: Location UO -LI Ul -LI U2 -LI U2 -L3 U3 -L3 U4 -L3 U4 -L5 US -L5 U6 -L5 U6 -L7 U7 -L7 08 -L7 US -L9 U9 -L9 U10 -L9 U10 -Lll Ull -Lll U12 -Lll U12 -L13 U13 -L13 U14 -L13 U14 -LIB U15 -L15 U16 -L15 Web W2L VI W3 W4 V2 W5 W6 V2 W7L W8 V3 W9L W9R V3 W8 W7R V2 W6 W5 V2 W4 W3 VI W2R Slope 59.75 28.39 32.36 41.81 0.00 41.81 41.81 0.00 41.81 41.81 0.00 41.81 41.81 0.00 41.81 41.81 0.00 41.81 41.81 0.00 41.81 32.36 28.39 59.75 Ix= 0.615 L = 48.000 V = 10677 Length in 53.25 30.50 31.76 36.00 26.83 36.00 36.00 26.83 36.00 36.00 26.83 36.00 36.00 26.83 36.00 36.00 26.83 36.00 36.00 26.83 36.00 31.76 30.50 53.25 Member l-LL2x2x.!87 1-LL1-1/4X.109 1-LL2X2X.200 1-LL1-3/4X.125 l-LLlxlx.109 1-LL2X2X.143 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-1/2X.109 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-1/2X.109 1-LL2X2X.143 l-LLlxlx.109 1-LL1-3/4X.125 1-LL2X2X.200 1-LL1-1/4X.109 l-LL2x2x.200 ly= P = T = Area in2 0.713 0.261 0.760 0.422 0.206 0.552 0.315 0.206 0.422 0.261 0.261 0.315 0.261 0.261 0.261 0.480 0.206 0.315 0.552 0.206 0.422 0.760 0.261 0.760 2.520 Rx = 48278 Pa = 23577 fv = Tensile R in 0.394Z 0.247Z 0.393z 0.347Z 0.196Z 0.396Z 0.297Z 0.196Z 0.347Z 0.247Z 0.247Z 0 .297z 0.247Z 0.247Z 0.247Z 0.346Z 0.196Z 0.297Z 0.396Z 0.196Z 0.347Z 0.393Z 0.247Z 0.393z Shear Ibs 10677 0 0 8503 0 0 6600 0 0 3696 0 1184 1952 0 2928 0 0 6832 0 0 8735 0 0 10909 Force Ibs 21193 0 0 11409 0 0 8855 0 0 4959 0 1589 2619 0 3928 0 0 9166 0 0 11720 0 0 21653 .05" .11" 0.579 Fy - 50000 0.613 Ry = 1.242 49041 12358 ft = 14423 Compressive Allow Ibs 21391 7819 22800 12656 6184 16S47 9454 6184 12656 7819 7819 9454 7819 7819 7819 14402 6184 9454 16547 6184 12656 22800 7819 22800 Shear Ibs 0 3026 9568 0 2873 7552 0 2928 5648 552 29S7 2744 1976 2960 1320 5880 2934 0 7783 2877 0 . 9800 3027 0 Force Ibs 0 3439 11327 0 2873 10132 0 2928 7578 741 2957 3682 2651 2960 1771 7889 2934 0 10443 2877 0 11601 3441 0 Allow Ibs 10251 4220 11709 7661 2907 10859 5047 2907 7661 3246 4808 5047 3246 4808 3246 9039 2907 5047 10859 2907 7661 11709 4220 10896 Q Rz f weld Thick x Length .19x3.8 .11x1.1 .19x2.0 .13x3.1 .11x0.9 .14x2.4 .11x2.7 .11x0.9 .13x2.0 .11x1.5 .11x0.9 .11X1.1 .11X0.8 .11X0.9 .11x1.2 . 14x1 . 9 .11x0.9 .11x2.8 .14X2.5 .11X0.9 .13x3.2 .19x2.1 .11x1.1 .19x3.9 — 1 ..000 = 0.392 = 14308 Available Weld (in) Top/Bottro 4.4/ 2.5/ 3.3/ 3.2/ 2.3/ 3.B/ 3.0/ 2.3/ 3.2/ 2.7/ 2.S/ 3.0/ 2.7/ 2.S/ 2.7/ 3.2/ 2.3/ 3.0/ 3.S/ 2.3/ 3.2/ 3.3/ 2.5/ 4.4/ 5.3 2.8 3.6 3.6 2.3 3.9 3.4 2.3 3.6 3.1 2.5 3.4 3.1 2.5 3.1 3.6 2.3 3.4 3.9 2.3 3.6 3.6 2.8 5.2 Job #6N01790 - S2 Customer: Vallev Joist West Page 17 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J115 1 - 28LH360/160 X Parallel chord Longspan 33' 4.000 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points. 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtU Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep 0.000 0.000 26.896 in Effective Depth 24.000 in Clear Depth 786060 in-#Moment 48.000 in Interior Panel 8 Web Vees Dead Live 0.000 0.000 0.000 0.000 396.000 in Design length 389 in4 Ix L/1045 Live Defl 1.000 in Chord gap 27.000 in Left End 7940 # SJI reaction Equk 9.000 9.000 Wind 0.000 0.000 2Liv 0.000 0.000 3DLd 0.000 Ki 0.000 Ki 1485 # Minimum Shear 0 in4 Minimum Ix L/ 366 SJI Defl 0.454 in Camber 27.000 in Right End 7940 # SJI reaction Top Chord: 2-LL2x2x.156 Bridg < 209" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.464 L = 24.000 L = 24.000 L = 27.000 V =6452 A = ly= P = P = P = P = C = 1.199 1.805 -28797 -25361 -12490 -12490 18491 Y = Rx = Pax= Paz= Paz = Pa = fv = 0.558 0.622 -30716 -28317 -21862 -32382 10340 Fy = Ry = M = M = M = fc = 50000 1.227 720 1555 2358 15418 Bearing seats; Tag End L4x4x.313 Weld 2.56" Opposite End L4x4x.313 Weld 2.56" Bot Chord: 2-LL2X2X.125 Ix= 0.380 Center: L = 48.000 A = 0.969 Iy= 1.441 P = 29226 Y = 0.546 Rx = 0.626 Pa = 29063 Fy Ry 50000 1.219 Q = 0.935 Rz = 0.396 4 Fillers No Fillers No Filler f = 12898 Q = 0.834 Rz = 0.398 .Chord shear: V = 7301 T - 1-2-7^0 */juj i = 13768 fv = 14605 ft = 14212 f = 16242 Job #6N01790 - S2 Customer: Valley Joist West Page 18 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J115 1 - 28LH360/160 x 33' 4.000 Special Crimped angle Parallel chord Longspan Tensile Length Location uo Ul U2 U2 U3 U4 ,U4 U5 U6 U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 WS W6 V2 W7 W8 V2 W9 Slope 59. 35. 16. 41, 0, 41. 41, 0. 41. 41. 0. 41. 69 24 ,56 .74 .00 .74 ,74 ,00 .74 ,74 00 74 in 53. 32. 28. 36. 26. 36, 36. 26. 36. 36. 26. 36. 29 93 ,06 .05 .90 .05 .05 .90 .05 .05 90 05 Member 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0 0 0 0 0, 0 0 0 0 0 0, 0, .480 .261 .480 .261 .206 .422 .261 .206 .315 .261 .206 .261 0 0 0 0 0 0 0 0 0 0 0 0. R in .346z .247z .346z .247z .196z .3472 .2472 .1962 .2972 .2472 .1962 .2472 Shear Ibs 7303 0 0 5566 0 0 3884 0 0 2201 0 679 Force Ibs 14468 0 0 7460 0 0 5205 0 0 2950 0 910 Allow Ibs 14402 7819 14402 7819 6184 12656 7819 6184 9454 7819 6184 7819 Corapressive Shear Ibs 0 1861 6452 0 1812 4725 0 1847 3042 158 1864 1485 Force Ibs 0 2279 6732 0 1812 6332 0 1847 4078 211 1864 1990 Allow Ibs 5364 3803 7240 3237 2895 7654 3237 2895 5039 3237 2895 3237 Weld Thick Available X Length .14x3 .11x0 .14x1 .11x2 .11x0 .13x1 .11x1 .11x0, .11x1, .11x0. .11x0. .11x0. .4 .7 .6 .3 .6 .7 .6 .6 ,3 ,9 ,6 ,6 Weld (in) Top/Bottm 4 2 3 2 2 3 2 2, 3. 2. 2. 2. • I/ • 6/ .o/ • 7/ • 3/ • 2/ .7/ .3/ .o/ ,7/ 3/ 7/ 5.0 2.9 3.1 3.1 2.3 3.6 3.1 2.3 3.4 3.1 2.3 3.1 Job #6N01790 - S2 Customer: Valley Joist West Page 19 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J116 1 - 28LH360/160 x 33' 4.000 Parallel chord Longspan Spec.ial Crimped angle End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points. TC cone loads:Load 1000 1000 12'8 20'8 Spacing 12'8 8'0 12'8 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtUp Dead Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep Location Point Type U6 U10 SJI, Dead SJI, Dead 26.861 in Effective Depth 24.000 in Clear Depth 1035060 in-#Moment 48.000 in Interior Panel 8 Web Vees Live Equk Wind 2Liv 3DLd 0.000 0.000 0.000 9.000 0.000 0.000 0.000 Ki 0.000 0.000 0.000 9.000 0.000 0.000 0.000 Ki 396.000 in Design length 1735 # Minimum Shear 516 in4 Ix L/1388 Live Defl 1.000 in Chord gap 27.000 in Left End 9940 # SJI reaction 0 in4 Minimum Ix L/ 374 SJI Defl 0.454 in Camber 27.000 in Right End 9940 # SJI reaction Top Chord: 2-LL2x2x.200 Bridg < 210" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.576 L = 24.000 L = 24.000 L = 27.000 V =8316 A = Iy= P = P = P — P = C = 1.520 2.328 -38049 -33283 -15732 -15732 23750 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.574 0.616 -41414 -37992 -28977 -41040 10395 Fy = Ry = M = M = M = fc = 50000 1.238 720 1555 2358 15625 Q = 1.000 Rz = 0.393 4 Fillers No Fillers No Filler f = 13004 Job #6N01790 - S2 Customer: Valley Joist West Page 20 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ-. 2 TAG COLOR: BLUE ^ **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J116 1 - 28LH360/160 x 33' 4.000 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End L4x4x.313 Weld 2.34" Opposite End L4x4x.313 Weld 2.34" Bot Chord: 2-LL2x2x.l76 • Center: Chord shear: Location uo VI U2 U2 U3 U4 U4 U5 U6 U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 web W2 VI W3 W4 V2 WE W6 V2 W7 W8 V2 W9 ' Slope 59.72 35.27 16.58 41.78 0.00 41.78 41.78 0.00 41.78 41.78 0.00 41.78 Ix= 0.516 L = 48.000 V = 9187 Length in 53.27 32.90 28.03 36.02 26.86 36.02 36.02 26.86 36.02 36.02 26.86 36.02 Member l-LL2x2x.!63 1-LL1-1/4X.109 1-LL2X2X.143 1-LL1-1/2X.125 l-LLlxlx.109 1-LL1-3/4X.143 . 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 A = iy=p = T = Area in2 0.625 0.261 0.552 0.359 0.206 0.480 0.261 0.206 0.422 0.261 0.206 0.261 1.346 Y - 2.042 Rx = 38533 Pa = 17532 fv = Tensile R in 0.395z 0.247Z 0.396Z 0.296Z 0.196Z 0.346Z 0.247Z 0.196Z 0.347Z 0.2472 0.196Z 0.247Z Shear Ibs 9187 0 0 7369 0 0 5565 0 0 2762 0 1118 Force Ibs 18218 0 0 9882 0 0 7463 0 0 3704 0 1499 0.565 Fy - 50000 0.619 Ry = 1.232 40381 13049 ft = 13025 Compre s s i ve Allow Ibs 18763 7819 16547 10781 6184 14402 7819 6184 12656 7819 6184 7819 Shear Ibs 0 2874 8316 0 2839 6467 0 2886 4664 536 2910 1860 Force Ibs 0 3521 8677 0 2839 8673 0 2886 6254 719 2910 2494 Allow Ibs 8941 3808 9375 5892 2901 9034 3241 2901 7657 3241 2901 3241 Q Rz f Weld Thick x Length .16x3.8 .11x1.1 . 14x2 . 0 .13x2.7 .11x0.9 .14x2.0 .11x2.3 .11x0.9 .13x1.7 .11x1.1 .11x0.9 .11x0.8 = 0.981 = 0.394 = 14584 Available Weld (in) Top/Hot tm 4.4/ 2.6/ 3.2/ 3.0/ 2.3/ 3.2/ 2.7/ 2.3/ 3.2/ 2.7/ 2.3/ 2.7/ 5.2 2.9 3.3 3.4 2.3 3.6 3.1 2.3 3.6 3.1 2.3 3.1 Job #6N01790 - S2 Customer: Valley Joist West Page 21 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J110 7 - 32LH360/160 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 28.05, Peak @ 15'11.750 = 32.00, Opposite End = 28.05 inches Deep. End Lenath Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope 0.250 0.250 Holes Top Chord Ext Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 32.000 in Deep BCX Holdback Pitch 0.250 0.250 EP/#1L 48.000 47.950 31.032 in Effective Depth 28.500 in Clear Depth 629972 in-#Moment 48.000 in Interior Panel 7 Web Vees 0.000 0.000 0.000 0.000 0.000 0.000 379.500 in Design length 398 in4 Ix L/1216 Live Defl 1.000 in Chord gap 34.875 in Left End 6692 # SJI reaction Equk 9.000 9.000 Wind 2Liv 3DLd 0.000 0.000 0.000 Ki 0.000 0.000 0.000 Ki 1423 # Minimum Shear 0 in4 Minimum Ix L/ 474 SJI Defl 0.417 in Camber 34.875 in Right End 6692 # SJI reaction Top Chord: 2-LL2x2x.l25 Bridg < 207" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.380 L = 24.000 L = 24.000 L = 34.875 V =4771 A = ly= P = P = P = P = C = 0.969 1.441 -20465 -19794 -9925 -9925 16276 Y = Rx = Pax= Paz= Paz = Pa = fv = 0.546 0.626 -22309 -20723 -13811 -26156 9543 Fy = Ry = M = M = M = fc = 50000 1.219 719 2547 4028 16801 Bearing seats; Tag End L4x4x.313 Weld 3.07" Opposite End L4x4x.313 Weld 3.07" Bot Chord; 2-LL1-1/2X.125 A = 0.719 Y = 0.421 Ix= 0.156 Iy= 0.765 Rx = 0.465 Center: L = 48.000 P = 20463 Pa =. 21563 Chord shear: V = 5871 T = 13353 fv = 15657 Fy Ry 50000 1.032 Q = 0.834 Rz = 0.398 2 Fillers No Fillers No Filler f = 12713 ft = 18579 Q = 0.961 Rz = 0.296 f = 18206 Job #6N01790 - S2 Customer: Valley Joist West Page 22 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J110 7 - 32LH360/160 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 28.05, Peak @ 15'11.750 = 32.00, Opposite End = 28.05 inches Deep. Tensile Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 U8 US U9 U10 U10 Ull U12 U12 U13 U14 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 Web W2 VI W3 W4 V2 W5 W6 V3 W7 W8 V4 W8 W7 V3 W6 W5 V2 W4 W3 VI W2 Slope 59.52 21.81 39.77 40.07 0.00 39.10 39.10 0.00 38.17 38.17 0.00 38.17 38.17 0.00 39.10 39.10 0.00 40.07 39.83 21.72 59.49 Length in 53.38 29.95 37.12 37.28 29.03 38.05 38.05 30.03 38.84 38.84 31.03 38.84 38.84 30.03 38.05 38.05 29.03 37.28 37.16 29.93 53.34 Member 2-LLlxlx.log l-LLlxlx.109 l-LL2x2x.!43 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL2X2X.143 l-LLlxlx.109 2-LL1X1X.109 Area in2 0.412 0.206 0.552 0.261 0.206 0.315 0.261 0.206 0.261 0.261 0.206 0.261 0.261 0.206 0.261 0.315 0.206 0.261 0.552 0.206 0.412 R in 0.196Z 0.1962 0.396Z 0.247Z 0.196Z 0.297Z 0.247Z 0.196Z 0.247Z 0.2472 0.196Z 0.2472 0.247Z 0.1962 0.247Z 0.297Z 0.196Z 0.247Z 0.3962 0.1962 0. 196z Shear Ibs 5871 0 0 3705 0 0 2076 0 68 1423 0 1423 68 0 2076 0 0 3705 0 0 5872 Force Ibs 11574 0 0 . 4841 0 0 2675 0 86 1810 0 1810 86 0 2675 0 0 4841 0 0 11565 Allow Ibs 12367 6184 ' 16547 7819 6184 9454 7819 6184 7819 7819 6184 7819 7819 6184 7819 9454 6184 7819 16547 6184 12367 Corapressive Shear Ibs 0 2084 4771 0 1801 2921 0 1819 1423 439 1099 439 1423 1819 0 2921 1801 0 4771 2084 0 Force Ibs 0 2244 6208 0 1801 3764 0 1819 1810 559 1099 559 1810 1819 0 3764 1801 0 6213 2243 0 Allow Ibs 3326 2348 6519 3026 2498 4746 2904 2335 2789 2789 2187 2789 2789 2335 2904 4746 2498 3026 6508 2351 3331 Weld Thick x Length .11x3.6 .11x0.7 .14x1.5 .11x1.5 .11x0.6 .11x1.2 .11x0.8 .11x0.6 .11x0.6 .11x0.6 .11x0.3 .11x0.6 .11x0.6 .11x0.6 .11x0.8 .11x1.2 .11x0.6 .11x1.5 .14x1.5 .11x0.7 .11x3.6 Available weld (in) Top/Bottm 6.4/ 4.5 2.2/ 1.9 3.4/ 3.2 2.7/ 2.5 2.3/ 1.8 2.9/ 2.7 2.7/ 2.4 2.3/ 1.8 2.7/ 2.4 2.7/ 2.4 2.3/ 1.8 2.7/ 2.4 2.7/ 2: 4 2.3/ 1.8 2.7/ 2.4 2.9/ 2.7 2.3/ 1.8 2.7/ 2.5 3.4/ 3.2 2.2/ 1.9 6.4/ 4.5 Job #6N01790 - S2 Customer: Valley Joist West Page 23 VI. 92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J11.3 1 - 32LH360/160 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 28.05, Peak @ 15'11.750 = 32.00, Opposite End = 28.05 inches Deep. End Lenqth Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope 0.250 0.250 Holes Top Chord Ext Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 32.000 in Deep BCX Holdback Pitch 0.250 0.250 EP/#1L 48.000 47.950 30.963 in Effective Depth 28.250 in Clear Depth 724090 in-#Moment 48.000 in Interior Panel 7 Web Vees Equk 0.000 0.000 0.000 9.000 0.000 0.000 0.000 9.000 379.500 in Design length 459 in4 Ix L/1403 Live Defl 1.000 in Chord gap 34.875 in Left End 7692 # SJI reaction Wind 0.000 0.000 2Liv 0.000 0.000 1423 # Minimum Shear 0 in4 Minimum Ix L/ 487 SJI Defl 0.417 in Camber 34.875 in Right End 7692 # SJI reaction 3DLd 0.000 Ki 0.000 Ki Top Chord: 2-LL2x2x.l43 Bridg < 208" Center: Tag end panl : First point : Chord shear: Ix= J_l — L = V = 0.429 24.000 34.875 5587 A = ly= p = P = P = C = 1.103 1.652 -23576 -11395 -11395 18753 Y - Rx - Paz= Paz= Pa = fv = 0.553 0.624 -25158 -16339 -29784 9768 Fy - Ry = M = M = M = fc = 50000 1.224 719 2547 4028 17000 Bearing seats: Tag End L4x4x.313 Weld 2.68" Opposite End L4x4x.313 Weld 2.68" Bot Chord: 2-LL1-3/4X.125 A = 0.844 Y = 0.484 Ix= 0.251 Iy= 1.068 Rx.= 0.546 Center: L = 48.000 P = 23574 Pa = 25313 Chord shear: V = 6750 T = 15386 fv = 15428 Fy Ry 50000 1.125 Q = 0.898 Rz = 0.396 No Fillers No Filler f = 12948 ft = 18235 Q = 0.897 Rz = 0.347 f = 17921 Job #6N01790 - S2 Valley Joist West Page 24 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J113 1 - 32LH360/160 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 28.05, Peak @ 15'11.750 = 32.00, Opposite End = 28.05 inches Deep. Tensile Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 U8 U8 U9 U10 U10 Ml U12 012 H13 U14 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 . -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 Web W2 VI W3 W4 V2 W5 W6 V3 W7 W8 V4 W8 W7 V3 W6 W5 V2 W4 W3 VI W2 Slope 59.58 21.86 39.84 40.14 0.00 39.17 39.17 0.00 38.23 38.23 0.00 38.23 38.23 0.00 39.17 39.17 ,0.00 40.14 39.90 21.77 59.55 Length in 53.34 29.88 37.07 37.23 28.96 38.00 38.00 29.96 38.78 38.78 30.96 38.78 38.78 29.96 38.00 38.00 28.96 37.23 37.10 29.87 53.30 Member 2-LL1-1/4X.109 l-LLlxlx.109 1-LL2X2X.163 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL2X2X.163 l-LLlxlx.109 2-LL1-1/4X.109 Area in2 0.521 0.206 0.625 0.261 0.206 0.315 0.261 0.206 0.261 0.261 0.206 0.261 0.261 0.206 0.261 0.315 0.206 0.261 0.625 0.206 0.521 0 0 0 0 0 0 0 0 0. 0, 0 0 0 0. 0, 0, 0. 0. 0. 0. 0. R in .247z .196z .395z .247z .196z .2972 .247z .196z .247z .247z. .1962 ,247z .247z ,196z ,247z ,297z .196z 247z 395z 196z 2472 Shear Ibs 6750 0 0 4457 0 0 2701 0 348 1423 0 1423 348 0 2701 0 0 4457 0 0 6750 Force Ibs 13331 0 0 5830 0 0 3484 0 443 1812 0 1812 443 0 3484 0 0 5830 0 0 13321 Allow Ibs 15637 6184 18763 7819 6184 9454 7819 6184 7819 7819 6184 7819 7819 6184 7819 9454 6184 7819 18763 6184 15637 Compress ive Shear Ibs 0 2090 5587 0 1814 3610 0 1834 1855 877 1114 877 1855 1834 0 3610 1814 0 5587 2090 0 Force Ibs 0 2252 7277 0 1814 4657 0 1834 2362 1116 1114 1116 2362 1834 0 4657 ' 1814 0 7283 2251 0 Allow Ibs 6651 2358 7369 3034 2510 4754 2912 2346 2796 2796 2197 2796 2796 2346 2912 4754 2510 3034 7356 2361 6662 Weld Thick X Length .11x4 .11x0 .16x1 .11x1 .11x0 .11x1 .11x1 .11x0 .11x0. .11x0. .11x0 .11x0. .11x0, .11x0. .11x1. .11x1. .11x0. .11x1. .16x1. .11x0. .11x4 . .1 .7 .5 .8 .6 .4 .1 .6 .7 .6 .3 .6 h 7 .6 .1 .4 .6 8 5 7 1 Available Weld (in) Top/Bottm 6.2/ S.3 2.2/ 2.2 3.4/ 3.5 2.7/ 2.8 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 2.7/ 2.7 2.7/ 2.7 2.3/ 2.0 2.7/ 2.7 2.9/ 3.0 2.3/ 2.0 2.7/ 2.8 3.4/ 3.5 2.2/ 2.1 6.2/ 5.3 Job #6N01790 - S2 Valley Joist West Page 25 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J114 1 - 32LH360/160 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 28.05, Peak @ 15'11.750 = 32.00, Opposite End = 28.05 inches Deep. End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope 0.250 0.250 Holes Top Chord Ext BCX Holdback Pitch 0.250 0.250 EP/#1L 48.000 47.950 Uniform Live load 160 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 200 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points. TC cone loads: Load Spacing Location Point 10001000 13 End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 32.000 in Deep 30.882 in Effective Depth 28.000 in Clear Depth 982646 in-#Moment 48.000 in Interior Panel 7 Web Vees 13'11-3/4 17'11-3/4 U6 U8 Type SJI, Dead SJI, Dead Dead Live Equk Wind 2Liv 3DLd 0.000 0.000 9.000 0.000 0.000 0.000 Ki 0.000 0.000 9.000 0.000 0.000 0.000 Ki in .Design length 1673 # Minimum Shear in4 Ix Live Defl in Chord gap in Left End # SJI reaction 0 in4 Minimum Ix L/ 464 SJI Defl 0.417 in Camber 34.875 in Right End 9693 # SJI reaction Top Chord: 2-LL2x2x.l76 Bridg < 209" Center: Tag end panl: First point: Chord shear: Ix= 0.516 L = 24.000 L = 34.875 V =7368 A = Iy= P = P = P = C = 1.346 2.042 -32079 -14528 -14528 24497 Y = Rx = Paz= Paz= Pa = fv = 0.565 0.619 -33113 -20740 -36343 10467 Fy Ry M M M fc = = = = = r= 50000 1.232 719 2547 4028 18199 Bearing seats: Tag End L4x4x.313 Weld 2.56" Opposite End L4x4x.313 Weld 2.56" Q = 0.981 Rz = 0.394 No Fillers No Filler f = 13869 Bot Chord: 2-LL2x2x.l43 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 = 32166 Pa = 33093 Chord shear: V = 8594 T = 19893 fv = 15024 ft = 18034 f = 17522 Job #6N01790 - S2 Customer; Valley Joist West Page 26 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Coimnents: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J114 1 - 32LH360/160 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End =* 28.05, Peak @ 15'11.750 = 32.00, Opposite End = 28.05 inches Deep. Tensile Location uo Ul U2 U2 U3 U4 U4 OS U6 06 U7 US US U9 010 O10 Ull U12 U12 U13 U14 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -LI 3 -L13 -L13 Web W2 VI W3L W4 V2 W5 W6 V3 W7 W8 V4 W8 W7 V3 W6 W5 V2 W4 W3R VI W2 Slope 59.65 21.91 39.92 40.22 0.00 39.24 39.24 0.00 38.31 38.31 0.00 38.31 38.31 0.00 39.24 39.24 0.00 40.22 39.98 21.82 59.63 Length in 53.30 29.81 37.01 ' 37.17 28.88 37.94 37.94 29.88 38.72 38.72 30.88 38.72 38.72 29.88 37.94 37.94 28.88 37.17 37.04 29.79 53.26 Member 2-LL1-1/2X. 109 1-LL1-1/4X.109 1-LL2X2X.216 1-LL1-1/2X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/2X.109 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-1/2X.109 1-LL2X2X.232 1-LL1-1/4X.109 2-LL1-1/2X.109 Area in2 0.630 0.261 0.817 0.315 0.261 0.422 0.261 0.261 0.315 0.261 0.206 0.261 0.315 0.261 0.261 0.422 0.261 0.315 0.87.4 0.261 0.630 0 0 0 0 0 0 0 0 0 0 0 0. 0, 0, 0. 0, 0. 0. 0. 0. 0. R in .297z .247Z .392z .297Z .247z .347Z .247Z .247Z .297Z . 247Z .1962 .247Z .297z ,247z .247z .347Z '• .247Z 297z 392Z 247Z 297z Shear Ibs 8594 0 0 6141 0 0 4228 0 0 1386 0 1386 0 0 4228 0 0 6141 0 0 8594 Force Ibs 17010 0 0 8043 0 0 5459 0 0 1766 0 1766 0 0 5459 0 0 8043 0 0 16998 Allow Ibs 18907 7819 24520 9454 7819 12656 7819 7819 9454 7819 6184 7819 9454 7819 7819 12656 7819 9454 26225 7819 18907 Compress ive Shear Ibs 0 3105 7368 0 2842 5232 0 2873 3318 1673 1932 1673 3318 2873 0 5232 2842 0 7369 3105 0 Force Ibs 0 3347 9608 0 2842 6755 0 2873 4229 2132 1932 2132 4229 2873 0 6755 2842 0 9616 3345 0 Allow Ibs 10225 4334 9531 4877 4485 7369 2922 4322 4647 2806 2208 2806 4647 4322 2922 7369 4485 4877 10142 4337 10233 Weld Thick Available x Length .11x5 .11x1 .19x1 .11x2 .11x0 .13x1 .11x1 .11x0 .11x1 .11x0 .11x0 .11x0. .11x1. .11x0. .11x1. .13x1. .11x0, .11x2. .19x1. .11x1. .11x5. .3 .0 .7 .5 .9 .8 .7 .9 .3 .7 .6 .7 .3 .9 .7 .8 .9 .5 .7 .0 .3 Weld (in) Top/Bottm 5.9/ 2.5/ 3.4/ 2.9/ 2.5/ 3.2/ 2.7/ 2.5/ 2.9/ 2.7/ 2.3/ 2.7/ 2.9/ 2.5/ 2.7/ 3.2/ 2 .5/ 2.9/ 3.4/ 2.5/ 5.9/ 5.9 2.7 3.8 3.3 2.5 3.5 3.0 2.5 3.3 3.0 2.3 3.0 3.3 2.5 3.0 3.5 2.5 3.3 3.8 2.7 5.9 Job #6N01790 - S2 Customer: Valley Joist West Page 27 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G20 1 - 24G4N13.0/6.0 X Parallel chord Girder 32' 6.750 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 0' 2.000 2 0' 2.000 Pitch EP/#1L 108.87 89.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads: Load 13000 7000 6000 13000 7000 6000 13000 7000 6000 NO TC HOLES End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 21.894 in Effective Depth 16.500 in Clear Depth 2610166 in-#Moment 48.000 in Interior Panel 8 Web Vees Spacing 9'0-7/S n i nw w n ' n\j \j 8 - 0 n ' nU \J 0 ' 0 R ' nO \J , n 7'5-7/8 Location 9'0-7/S 9'0-7/S .9'0-7/S 17-0-7/8 17'0-7/8 17-0-7/8 25-0-7/8 25'0-7/S 25-0-7/8 Point U4 U4 U4 U8 U8 U8 U12 . U12 U12 Type SJI Dead Live SJI Dead Live SJI Dead Live Dead Live Equk Wind 2Liv 3DLd 0.000 0.000 30.000 0.000 0.000 0.000 Ki 0.000 0.000 30.000 0.000 0.000 0.000 Ki 386.750 in Design length 4875 # Minimum Shear 1085 in4 Ix 0 in4 Minimum Ix L/ 317 SJI Defl 0.433 in Camber 20.469 in Right End 21458 # SJI reaction NtUpo.ooo 0.000 L/ 709 Live Defl 1.000 in Chord gap 25.219 in Left End 19542 # SJI reaction Top Chord: 2-LL4X4X.313 Ix= 7.439 Center: L =24.000 Chord shear: V = 19406 A = 4.812 Iy= 20.002 P =-113131 C = 70351 Y = 1.116 Fy = 50000 Rx = 1.243 Ry = 2.039 Paz=-122665 M = 0 fv = 7750 'fc = 14620 Bearing seats: Tag End LLV5x3.5x.5 Weld 3.99" Opposite End LLV5x3.5x.5 Weld 4.40" Q = 0.936 Rz = 0.791 No Fillers f = 10654 Bot Chord: 2-LL3-1/2X.313 A = 4.186 = 0.991 Fy = 50000 Q = 0.987 Ix= 4.904 Iy= 14.205 Rx = 1.082 Ry = 1.842 Rz = 0.690 Center: L = 48.000 P = 119220 Pa = 125582 Chord shear: V = 19439 T = 46480 fv = 8872 ft = 11104 f = 10466 Job #6N01790 - S2 Customer: Valley Joist West Page 28 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE . ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA . CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G20 1 - 24G4N13.0/6.0 x 32' 6.750 Special Crimped angle Parallel chord Girder Tensile Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 U8 U8 U9 U10 U10 Ull U12 U12 U13 U14 U14 U15 U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L15 -LIB Web W2L VI W3L W4L V2 W5L W6L V2 W7L W8L V2 W9L W9R V2 W8R W7R V2 W6R WSR V2 W4R W3R V3 W2R Slope 61.31 34.02 29.60 51.19 0.00 51.19 47.63 0.00 47.63 47.63 0.00 47.63 47.63 0.00 47.63 47.63 0.00 47.63 •45.74 0.00 45.74 7.64 41.74 61.31 Length in 45.60 26.42 25.18 34.93 21.89 34.93 32.49 21.89 32.49 32.49 21.89 32.49 32.49 21.89 32.49 32.49 21.89 32.49 31.37 21.89 31.37 22.09 29.34 45.60 Member 2-LL2x2x.l76 l-LElxlx.109 2-LL1-3/4X.143 2-LL1-3/4X.156 l-LLlxlx.109 2-LL2x2x.l76 1-LL1-1/2X.109 l-LLlxlx.109 1-LL2X2X.143 1-LL1-1/2X.109 l-LLlxlx.109 1-LL2X2X. 143 1-LL2X2X.176 l-LLlxlx.109 1-LL1-3/4X.125 1-LL2X2X.176 l-LLlxlx.109 1-LL1-3/4X.125 . 2-LL2x2x.l76 l-LLlxlx.109 2-LL1-3/4X.156 2-LL1-3/4X.143 l-LLlxlx.109 2-LL2x2x.200 Area in2 1.346 0.206 0.960 1.043 0.206 1.346 0.315 0.206 0.552 0.315 0.206 0.552 . 0.673 0.206 0.422 0.673 0.206 0.422 1.346 0.206 1.043 0.960 0.206 1.520 0 0 0 0 0 0 0 0 0 0 0, 0, 0. 0. 0, 0, 0. 0. 0. 0. 0. 0. 0. 0. R in .619X .196z .543x . 541x ,196z . 619x .297z .196z .396z .297Z .196z .396z ,394z .196z .347z ,394z ,196z 347z 619x 196Z 541X 543x 196Z 616x Shear Ibs 19439 0 4852 19336 0 4816 6204 0 1535 6080 0 1504 1996 0 8045 2027 0 8169 5308 0 21289 5337 0 21355 Force Ibs 40486 0 5580 30851 0 7685 9205 0 2278 9021 0 2232 2961 0 11937 3007 0 12121 7605 0 30505 5385 0 44477 Allow Ibs 40381 6184 28803 31300 6184 40381 9454 6184 16547 9454 6184 16547 20191 6184 12656 20191 6184 12656 40381 6184 31300 28803 6184 45600 Compressive Shear Ibs 4860 1000 19406 4834 1407 19266 1551 2011 6142 . 1520 2263 6017 7983 2218 2011 8107 • 1878 2042 21231 1272 5322 21347 1000 5339 Force Ibs 10122 1207 22319 7713 1407 30738 2301 2011 9113 2255 2263 8929 11845 2218 2984 12029 1878 3030 30422 1272 7626 21538 1340 11119 Allow Ibs 30357 1698 2294S 22631 2471 30901 3926 2471 9645 3926 2471 9645 12341 2471 6515 12341 2471 6515 32108 2471 23784 23678 1376 34722 Weld Thick x Length .18x7.7 .11x0.4 .14x5.3 .16x6.7 .11x0.4 .18x5.9 .11x2.8 .11x0.6 . 14x2 . 1 .11x2.8 .11x0.7 . 14x2 . 1 .18x2.3 .11x0.7 .13x3.2 .18x2.3 .11x0.6 .13x3.3 .18x5.8 .11x0.4 .16x6.6 .14x5.1 .11x0.4 .19x8.0 Available Weld (in) Top/Bottm 13 3 9 11 3 11 4 3 4 4 3. 4 4 3 4. 4, 3 _ 4. 10. 3. 10. 8. 3. 13. .6/11.5 .21 3.5 .O/ 7.8 .O/ 9.5 .O/ 3.0 .O/ 9.4 .2/ 4.7 .O/ 3.0 .7/ 5.2 .2/ 4.7 . O/ 3.0 .7/ 5.2 .11 5.2 .O/ 3.0 .5/ 5.0 .7/ 5.2 . O/ 3.0 ,5/ 5.0 ,2/ 8.8 ,0/ 3.0 ,2/ 8.8 ,9/ 7.9 .5/ 3.9 ,6/11.5 Job #6N01790 - S2 Customer: Valley Joist West Page 29 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G21 2 - 24G4N13.0/6.0 x Parallel chord Girder 30'11.750 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Holes Top Chord Ext Y Y BCX Holdback Pitch 2 0' 2.000 2 0' 2.000 EP/#1L 89.875 89.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points, TC cone loads: Load 13000 7000 6000 13000 7000 6000 13000 7000 6000 SEE TC REINF. DETAIL BE NO TC HOLES End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.008 in Effective Depth 17.000 in Clear Depth 2429500 in-#Moment 48.000 in Interior Panel 8 Web Vees Spacing 7' 7' 5-7/8 n ' nu u • 0' nu 81 r\u 0' nu 01 nu81 nU 01 r\1 0 01 nU 5-7/8 Location 7 7 7 15 15 15 23 23 23 '5-7/8 '5-7/8 '5-7/8 '5-7/8 '5-7/8 '5-7/8 '5-7/8 '5-7/8 '5-7/8 Point U4 U4 U4 U8 US U8 U12 U12 U12 Type SJI Dead Live SJI Dead Live SJI Dead Live NtUp 0.000 0.000 Dead Live Equk 0.000 30.000 0.000 30.000 Wind 2Liv 0.000 0.000 367.750 in Design length 1069 in4 Ix L/ 789 Live Defl 1.000 in Chord gap 20.469 in Left End 20500 # SJI reaction 0.000 0.000 0.000 0.000 4875 # Minimum Shear 0 in4 Minimum Ix L/ 353 SJI Defl 0.391 in Camber 20.469 in Right End 20500 # SJI reaction 3DLd 0.000 Ki 0.000 Ki Job #6N01790 - S2 Valley Joist West Page 30 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 . 135 W.MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G21 2 - 24G4N13.0/6.0 x Parallel chord Girder 30'11.750 Special Crimped angle Top Chord: 2-LL3-1/2X.344 Ix= 5.323 Center: L = 24.000 Chord shear: V = 20383 A = 4.579 •Iy= 15.651 P =-103234 C = 60397 Y = 1.002 Rx = 1.078 Paz=-121493 fv = 8465 Fy Ry M fc 50000 1.849 0 13189 Q = 1.000 Rz = 0.688 No Fillers f = 10730 Bearing seats: Tag End LLV5x3.5x.5 Weld 3.82" Opposite End LLV5x3.5x.5 Weld 3.82" Bot Chord: 2-LL3-l/2x. 313 Center: Chord Location UO -LI Ul -LI U2 -LI U2 -L3 U3 -L3 U4 -L3 U4 -L5 . US -L5 U6 -LS U6 -L7 U7 -L7 US -L7 shear: Web Slope W2 61.18 VI 41.59 W3 7.60 W4 45.59 V2 0.00 WS 45.59 W6 47.48 V2 0.00 W7 47.48 W8 47.48 V2 0.00 W9 47.48 Ix= L = V = Length in 45.65 29.42 • 22.20 31.45 22.01 31.45 32.56 22.01 32.56 32.56 22.01 32.56 4.904 48.000 20391 Member 2-LL2x2x.l87 l-LLlxlx.109 2-LL1-3/4X.143 2-LL1-3/4X.143 l-LLlxlx.109 2-LL2X2X.163 1-LL1-1/2X.125 l-LLlxlx.109 1-LL2X2X.156 1-LL1-1/2X.125 l-LLlxlx.109 1-LL2X2X.156 A = iy=p = T = Area in2 1.426 0.206 0.960 0.960 0.206 1.251 0.359 0.206 0.600 0.359 0.206 0.600 4.186 Y - 14.205 Rx = 110393 Pa = 39768 fv = R . in 0.617X 0.196Z 0.543X 0.543X 0.196z 0.621X 0.296Z 0.196Z 0.396Z 0.296Z 0.196Z 0.396Z Tensile Shear Force Ibs Ibs . 20391 42301 0 0 5096 5141 20322 29042 0 0 5065 7239 7196 10647 0 0 1783 2638 7065 10454 0 0 1750 2589 0.991 1.082 125582 9307 Fy - 50000 Ry = 1.842 ft =9500 Compressive Allow Shear Force Ibs 42782 6184 28803 28803 6184 37526 10781 6184 17990 10781 6184 17990 Ibs Ibs 5098 10575 1000 1337 20383 20564 5081 7261 1208 1208 20261 28955 1799 2662 1770 1770 7131 10550 1766 2613 2065 2065 7000 10357 Allow Ibs 32601 1368 23652 21323 2446 29106 4440 2446 10703 4440 2446 10703 Q Rz f Weld Thick x Length .19x7.6 '.11x0.4 .14x4.8 .14x6.8 .11x0.4 .16x6.0 .13x2.9 .11x0.5 .16x2.3 .13x2.8 .11x0.6 .16x2.2 = 0.987 = 0.690 = 10449 Available Weld (in) Top/Bottm 11.3/11.3 3.5/ 3.9 7.9/ 7.9 B.7/ 8.7 3.0/ 3.0 8.7/ 8.7 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 Job #6N01790 - S2 Customer: Valley Joist West Page 31 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G22 2 - 24G4N13.0/6.0 x 34' 4.125 Special Crimped angle Parallel chord Girder End Length Depth Tag 6.000 6.000 Opp 6.000 6.000 Slope Holes Top Chord Ext Y Y BCX Holdback Pitch ,EP/#1L 2 0' 1.500 98.750 2 O1 2.000 100.37 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points, TC cone loads:Load 13000 7000 6000 13000 7000 6000 13000 7000 6000 Spacing 8'2-3/4 O i f\0 n > nu u S'10-1/2 0 ' 0\S \J 0 ' 0 S'10-1/2 n ! n\J \J n • nu u 8'4-3/8 Location 8'2-3/4 8'2-3/4 8'2-3/4 17-1-1/4 17 ' 1 — 1 /4 17-1-1/4 25'll-3/4 25-11-3/4 25'll-3/4 Point Type U4 U4 U4 U8 U8 U8 U12 U12 U12 SJI Dead Live SJI Dead Live SJI Dead Live NO TC HOLES End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 21.871 in Effective Depth 16.500 in Clear Depth 2696685 in-#Moment 53.250 in Interior Panel 8 Web Vees NtUp Dead 0.000 0.000 0.000 0.000 408.125 in Design length 1170 in4 Ix L/ 701 Live Defl 1.000 in Chord gap 22.687 in Left End 20578 # SJI reaction Live Equk Wind 2Liv 3DLd 0.000 30.000 0.000 0.000 0.000 Ki 0.000 30.000 0.000 0.000 0.000 Ki 4875 # Minimum Shear 0 in4•Minimum Ix L/ 313 SJI Defl 0.482 in Camber 23.094 in Right End 20422 # SJI reaction Top Chord; 2-LL4x4x.375 Ix= 8.717 Center: L =26.625 Chord shear: V = 20462 A = 5.719 Iy= 24.067 P =-115406 C = 67219 Y = 1.138 Fy = 50000 Rx = 1.235 Ry = 2.051 Paz=-152518 M = 0 fv = 6821 fc = 11754 Bearing seats: Tag End LLV5x3.5x.5 Weld 3.52" Opposite End LLV5x3.5x.5 Weld 3.49" Q = 1.000 Rz = 0.788 No Fillers f = 9003 Bot Chord: 2-LL3-1/2X.313 A= 4.186 = 0.991 Fy = 50000 Q = 0.987 - ' Ix= 4.904 Iy= 14.205 Rx = 1.082 Ry = 1.842 Rz = 0.690 Center: L = 53.250 P = 123299 Pa = 125582 1 Chord shear: V = 20480 T .= 44322 fv = 9347 ft = 10588 f = 10742 Job #6N01790 - S2 Customer: Valley Joist West Page 32 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G22 2 - 24G4N13.0/6.0. x 34' 4.125 Special .Crimped angle Parallel chord Girder Tensile Location UO Ul U2 U2 U3 U4 U4 U5 U6 U6 U7 US US U9 U10 U10 Ull U12 U12 U13 U14 U14 U15 •U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L15 -L15 Web W2 VI W3L W4L V2 W5L ' W6 V2 W7 W8 V2 W9 W9 V2 W8 W7 V2 W6 W5R V2 W4R W3R V3 W2 Slope 61 38 18 48. 0. 48. 50. 0. 50. 50, 0. 50. 50. 0. 50. 50. 0. 50. 48. 0. 48. 20. 37. 61. .33 .36 .63 .46 .00 .46 .60 .00 .60 .60 .00 .60 ,60 00 60 60 00 60 93 00 93 52 70 33 Length in 45 27 23 32, 21, 32, 34, 21. 34. 34. 21. 34. 34. 21. 34. 34. 21. 34. 33. 21. 33. 23. 27. 45. .59 .89 .08 .98 .87 .98 .46 .87 .46 .46 .87 ,46 .46 87 46 46 87 46 29 87 29 35 64 59 Member 2-LL2X2X.187 l-LLlxlx.109 2-LL1-3/4X.143 2-LL1-3/4X.156 l-LLlxlx.109 2-LL2X2X.176 1-LL1-3/4X.125 l-LLlxlx.109 1-LL2X2X.176 1-LL1-3/4X.125 l-LLlxlx.109 1-LL2X2X.176 1-LL2X2X.176 l-LLlxlx.109 1-LL1-3/4X.125 1-LL2X2X.176 l-LLlxlx.109 1-LL1-3/4X.125 2-LL2x2x.l76 l-LLlxlx.109 . 2-LL1-3/4X.156 2-LL1-3/4X.143 l-LLlxlx.109 2-LL2X2X.187 Area in2 1. 0. 0. • 1. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 1. 0. 0. 1. 426 206 960 043 206 346 422 206 673 422 206 673 673 206 422 673 206 422 346 206 043 960 206 426 0 0 0 0 0 0 0 0 0 ,0 0, 0, 0. 0, 0, 0. 0, 0. 0. 0. 0. 0. 0. 0. R in .617X .196z .543x .541x . 196Z . 619X .347Z .196z .394Z .3472 .196z .394z .394Z .196Z .347z .3942 .1962 .347Z ,619x ,196z . 541X , 543X .1962 ,617x Shear Ibs 20480 0 5115 20401 0 5085 7275 0 1803 7145 0 1770 1730 . 0 6986 1763 0 7116 5045 0 20243 5076 0 20324 Force Ibs 42688 0 5398 30765 0 7668 11462 0 2840 11256 0 2788 2726 0 11005 2777 0 11211 7679 0 30809 5420 0 42365 Allow Ibs 42782 6184 28803 31300 6184 40381 12656 6184 20191 12656 6184 20191 20191 6184 12656 20191 6184 12656 40381 6184 31300 28803 6184 42782 Compressive Shear Ibs 5120 1000 20462 5100 1344 20341 1819 1971 7210 1786 2304 7080 6920 2308 1746 7051 1983 1779 20181 1357 5061 20304 1000 5081 Force Ibs 10672 1275 21594 7691 1344 30674 2865 1971 11359 2814 2304 11153 10903 2308 2751 11108 1983 2803 30715 1357 7702 21680 1264 10591 Allow Ibs 32621 1522 23447 23271 2476 31570 6072 2476 11669 6072 2476 11669 11669 2476 6072 11669 2476 6072 31466 2476 23172 23383 1550 32621 Weld Available Thick x Length .19x7 .11x0 .14x5 .16x6 .11x0 .18x5 .13x3 .11x0 .18x2 .13x3 .11x0, .18x2. .18x2. .11x0, .13x3. .18x2. .11x0. .13x3. .18x5. .11x0. .16x6. .14x5. .11x0. .19x7. .7 .4 .1 .6 .4 .9 .1 .6 .2 .0 .7 .1 .1 .7 .0 .1 .6 .0 .9 .4 .6 .1 ,4 6 Weld (in) Top/Bottm 13 3 8 10 3 10 4 3 4 4 3. 4. 4, 3, 4. 4. 3. 4. 10. 3. 10. 8. 3. 13. .3/11.5 • 3/ .7/ • 4/ • O/ • 4/ .6/ .o/ •9/ •6/ .o/ • 9/ •9/ .O/ •6/ • 9/,o/ ,6/ ,5/ •O/ ,s/ ,7/ ,3/ 3.7 7.8 9.1 3.0 9.1 5.2 3.0 5.5 5.2 3.0 5.5 5.5 3.0 5.2 5.5 3.0 5.2 9.1 3.0 9.2 7.7 3.7 .3/11.5 Job #6N01790 - S2 Customer; Valley Joist West Page 33 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G23 1 - 24G4N13.0/6.0 X Parallel chord Girder 31'11.375 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback Pitch 2 2 0' 0' 1.500 2.000 EP/#1L 101.50 89.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points TC cone loads: Load 13000 7000 6000 13000 7000 6000 13000 7000 6000 SEE TC REINF. DETAIL BE NO TC HOLES End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.008 in Effective Depth 17.000 in Clear Depth 2542188 in-#Moment 48.000 in Interior Panel 8 Web Vees Spacing 8'5-l/2 n • nu uOi n\j 8 1 nu 0 f 0 0 ' 0 8 1 n\j o ? n\j \j 0 ' 0 7'5-7/8 Location 8-5-1/2 8-5-1/2 S'5-1/2 16-5-1/2 16-5-1/2 16-5-1/2 24 '5-1/2 . 24 '5-1/2 24-5-1/2 Point U4 U4 U4 U8 U8 U8 U12 U12 U12 Type SJI Dead Live SJI Dead Live SJI Dead Live Live Equk 0.000 30.000 0.000 30.000 NtUp Dead 0.000 0.000 0.000 0.000 379.375 in Design length 1069 in4 Ix L/ 731 Live Defl 1.000 in Chord gap 23.375 in Left End 19902 # .SJI reaction Wind 2Liv 0.000 0.000 0.000 0.000 4875 # Minimum Shear 0 in4 Minimum Ix L/ 327 SJI Defl 0.416 in Camber 20.469 in Right End 21098 # SJI reaction 3DLd 0.000 Ki 0.000 Ki Job #6N01790 - S2 Customer: Valley Joist West Page 34 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Project: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 2 TAG COLOR: BLUE **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G23 1 - 24G4N13.0/6.0 x 31'11.375 Special Crimped angle Parallel chord Girder Top Chord: 2 Chord Center: shear : Bearing seats -LL3-1/2X.344 Ix= L = V = 5.323 24.000 19774 A - = ly= P =- C = j. Tag End LLV5x3 . Opposite End LLV5x3 . Bot Chord: 2 Chord Location UO -LI Ul -LI U2 -LI U2 -L3 U3 -L3 U4 -L3 U4 -L5 US -L5 U6 -L5 US -L7 U7 -L7 US -L7 US -L9 U9 -L9 U10 -L9 U10 -Lll Ull -Lll U12 -Lll U12 -L13 U13 -L13 U14 -L13 U14 -L15 U15 -L15 U16 -L15 Center: shear: Web Slope W2L 61.18 VI 37.07 W3L 21.68 W4L 49.06 V2 0.00 WSL 49.06 W6L 47.48 V2 0.00 W7L 47.48 WSL 47.48 V2 0.00 W9L 47.48 W9R 47.48 V2 0.00 W8R 47.48 W7R 47.48 V2 0.00 W6R 47.48 W5R 45.59 V2 0.00 W4R 45.59 W3R 7.60 V3 41.59 W2R 61.18 -LL3-1/2X.313 Ix= L = V = Length in 45.65 27.58 23.68 33.59 22.01 33.59 32.56 22.01 32.56 32.56 22.01 32.56 32.56 22.01 32.56 32.56 22.01 32.56 31.45 22.01 31.45 22.20 29.42 45.65 4.904 48.000 19797 Member 2-LL2x2x.l87 l-LLlxlx.109 2-LL1-3/4X.143 2-LL1-3/4X.156 l-LLlxlx.109 2-LL2X2X.176 1-LL1-1/2X.125 l-LLlxlx.109 1-LL2X2X.143 1-LL1-1/2X.109 l-LLlxlx.109 1-LL2X2X.143 1-LL2X2X.163 l-LLlxlx.109 1-LL1-3/4X.125 1-LL2X2X.176 l-LLlxlx.109 1-LL1-3/4X.125- 2-LL2X2X.176 l-LLlxlx.109 2-LL1-3/4X.156 2-LL1-3/4X.143 l-LLlxlx.109 2-LL2X2X.200 A = Iy= P = T = Area in2 1.426 0.206 0.960 1.043 0.206 1.346 0.3S9 0.206 0.552 0.315 0.206 0.552 0.625 0.206 0.422 0.673 0.206 0.422 1.346 0.206 1.043 0.960 0.206 1.520 4.579 15.651 109041 66376 5X.5 5X.5 4.186 14.205 115514 43802 Y = Rx = Paz=- fv = Weld 3 Weld 3 Y = Rx = Pa = f v = Tensile R Shear Force in Ibs Ibs 0.617x 19797 41069 0.196Z 0.543X 0 0 4943 5320 0.541X 19707 30078 0.196Z 0.619X 0.296Z 0.196Z 0.396Z 0.297Z 0.196Z 0.396Z 0.395Z 0.196Z 0.347Z 0.394Z 0.196Z 0.347Z 0.619X 0.196Z 0 0 4910 7494 6577 9731 0 0 1628 2409 6450 9544 0 0 1597 2363 1903 2816 0 0 7676 11358 1935 2863 0 0 7803 11545 5216 7455 0 0 0.541X 20925 29904 0.543X 0.196Z 5246 5293 0 0 0.616X 20992 43548 1.002 1.078 121493 8212 .70" .93" 0.991 1.082 125582 9036 Fy = Ry = M = fc = Fy - Ry = ft = 50000 1.849 0 14495 50000 1.842 10464 Corapressive Allow Shear Force Ibs 42782 6184 28803 31300 6184 40381 10781 6184 16547 9454 6184 16547 18763 6184 12656 20191 6184 12656 40381 6184 31300 28803 6184 45600 Ibs Ibs 4949 10267 1000 1253 19774 21280 4927 7519 1328 1328 19640 29976 1644 2433 1914 1914 6514' 9638 1613 2386 2181 2181 6387 9451 7613 11264 2153 2153 1919 2839 7739 11451 1831 1831 1951 2886 20866 29820 1244 1244 5231 7476 20984 21170 1000 1337 5248 10887 Allow Ibs 32601 1557 23305 23073 2446 31363 4440 2446 9627 3909 2446 9627 11273 2446 6498 12315 2446 6498 32081 2446 23759 23652 1368 34704 Q Rz No f Q Rz f weld Thick x Length .19x7.4 .11x0.4 .14x5.0 .16x6.5 .11x0.4 .18x5.7 .13x2.6 .11x0.6 . 14X2 . 3 .11x2.9 .11x0.7 .14x2.2 .16x2.3 .11x0.7 .13x3.1 .18x2.2 .11x0.6 .13x3.1 .18x5.7 .11x0.4 .16x6.5 .14x5.0 .11x0.4 .19x7.8 = 1.000 = 0.688 Fillers = 10953 = 0.987 = 0.690 = 10441 Available Weld (in) Top/Bottm 11.3/11.3 3.3/ 3.6 7.7/ 7.7 9. I/ 9.1 3.0/ 3.0 9. I/ 9.1 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.7/ 5.2 3.0/ 3.0 4.5/ 5.0 4.7/ 5.2 3.0/ 3.0 4.5/ 5.0 8.7/ 8.7 3.0/ 3.0 8.7/ 8.7 7.9/ 7.9 3.5/ 3.9 11.3/11.3 Job #6N01790 - S3 Valley Joist West Page 1 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T201 1 - 18LH320/130 x 27' 9.000 Special Crimped angle Parallel chord Longspan End Length Tag 6.000 Opp 6.000 Jjepth 5.000 5.000 Slope Holes Y Top Chord Ext BCX Holdback Pitch > 0' 1.500 E 0' 1.000 EP/#1L 42.000 42.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 tt/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. USE 3/4" DIA AXIAL TRANSF. ROD BE - 2" LG WELD End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 18.000 in Deep 16.963 in Effective Depth 14.250 in Clear Depth 443053 in-#Moment 48.000 in Interior Panel 7 Web Vees Top Chord: 2-LL2x2x.l43 0.000 0.000 0.000 0.000 0.000 0.000 329.000 in Design length 138 in4 Ix L/ 798 Live Defl 1.000 in Chord gap 22.250 in Left End 5387 # SJI reaction Equk 9 ..000 9.000 Wind 0.000 0.000 2Liv 0.000 0.000 3DLd Bridg < 208" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.429 L = 24.000 L = 24.000 L = 22.250 V =4361 A = Iy= P = P = P = P = C = 1.103 1.652 -26118 -23895 -11716 -11716 17223 Y = Rx = Pax= Paz = Paz= Pa = fv = 0.553 0.624 -27213 -25158 -21257 -29784 7625 Fy = Ry = M = M = M = fc = 50000 1.224 640 965 1371 15613 0.000 Kl 0.000 Ki 1097 # Minimum Shear 0 in4 Minimum Ix L/ 274 SJI Defl 0.313 in Camber 22.250 in Right End 5387 # SJI reaction 0.000 in Opp TCX Defl Q = 0.898 Rz = 0.396 2 Fillers No Fillers No Filler f = 10913 Bearing seats; Tag End L4x4x.313 Opposite End L4x4x.313 Bot Chord: 2-LL1-3/4X.125 A = Ix= 0.251 Iy= Center: L = 48.000 P = Chord shear: V = 4968 T = Weld Weld 2.47" 2.47" 0.844 1.068 25562 12220 Y = Rx = Pa = fv = 0.484 0.546 25313 11356 Fy = 50000 Ry = 1.125 ft = 14483 Q Rz 0.897 0.347 f = 13469 Job #6N01790 - S3 Customer: Valley Joist West Page 2 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T201 1 - 18LH320/130 x 27' 9.000 Special Crimped angle Parallel chord Longspan . Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 -LI -LI -LI -L3 -L3 -L3 -L5 -LS -LS -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 Slope 67 46 14 54 0 54 54 0. 54. 54, 0. .02 .30 .86 .75 .00 .75 .75 .00 .75 .75 .00 in 43 24 17 29 16, 29, 29. 16. 29. 29. 16, .45 .55 .55 .39 .96 .39 .39 .96 .39 .39 .96 Member 1-LL1-3/4X.125 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 Area in2 0 0 0 0 0, 0, 0, 0. 0. 0. 0, .422 .206 .261 .261 .206 .315 .261 .206 .261 .261 .206 0 0 0 0 0. 0, 0, 0. 0. 0. 0, R in .3472 .196z .247z .247z .1962 .297z .247z .196z .2472 .2472 .196z Shear Ibs 4968 0 0 3672 0 0 2246 0 0 1097 0 Force Ibs 12726 0 0 6362 •o 0 3891 0 0 1900 0 Allow Ibs 12656 6184 7819 7819 6184 9454 7819 6184 7819 7819 6184 Compressive Shear Ibs 0 1634 4361 0 1726 2959 0 1759 1533 237 1771 Force Ibs 0 2365 4512 0 1726 5126 0 1759 2656 411 1771 Allow Ibs 6493 3317 4613 4403 4508 5941 4403 4508 4403 4403 4508 Weld Thick Available X Length .13x3 .11x0 .11x1. .11x2, .11x0. .11x1. .11x1, .11x0. .11x0. .11x0. .11x0, .4 .7 .4 .0 .5 .6 ,2 ,5 .8 .6 .5 Weld (in) Top/Bottm 5 2 2 3 2, 3, • 3, 2. 3. 3. 2. • O/ •6/ •5/ .27 .37 .57 .27 ,37 .27 .27 .37 5 2 2 3 2, 3. 3. 2. 3. 3. 2. .5 .8 .3 .5 .0 .8 .5 .0 .5 .5 .0 Job #6N01790 - S3 Customer: Vallev Joist West Page 3 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE DOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T203 1 - 18LH320/130 x Parallel chord Longspan 28' 3.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E 0' 1.000 BCX Holdback Pitch 0' 5.750 EP/#1L 42.000 42.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. USE 3/4" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 18.000 in Deep 16.952 in Effective Depth 14.250 in Clear Depth 457833 in-#Moment 48.000 in Interior Panel 7 Web Vees Top Chord: 2-LL2x2x.l56 0.000 0.000 0.000 0.000 0.000 0.000 335.000 in Design length 154 in4 Ix L/ 842 Live Defl 1.000 in Chord gap 23.750 in Left End 5467 # SJI reaction 0.000 in Tag TCX Defl Wind 0.000 0.000 2Liv 3DLd 0.000 Ki 0.000 Ki Bridg < 209" Center: Tag end panl: First point: Chord shear: Ix= 0.464 L = 24.000 L = 23.750 V =.4375 A = Iy= P = p P = C = 1.199 1.805 -27008 -11870 -11870 18136 Y = Rx = Paz= Paz= Pa = f v = 0.558 0.622 -28317 -23254 -32382 7011 Fy = Ry = M = M = M = fc = 50000 1.227 640 1087 1586 15122 0.000 0.000 1117 # Minimum Shear 0 in4 Minimum Ix L/ 290 SJI Defl 0.325 in Camber 23.750 in Right End 5467 # SJI reaction Q = 0.935 Rz = 0.396 No Fillers No Filler f = 10311 Bearing seats: Tag End L4x4x.313 Weld Opposite End L4x4x.313 Weld got Chord: 2-LL1-3/4X.143 A = 0.960 Y Ix= 0.283 Iy= 1.225 Rx Center: L = 48.000 P = 26453 Pa Chord shear: V = 5031 T = 13146 fv 2.27" 2.27" 0.490 0.543 28803 10051 Fy = 50000 Ry = 1.130 Q Rz 0.953 0.346 ft = 13692 f = 12161 Job #6N01790 - S3 Valley Joist West Page 4 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T203 1 - 18LH320/130 x 28' 3.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 Slope 67 43 23 54, 0. 54. 54. 0. 54. 54, 0, :03 .79 .87 .77 .00 ,77 ,77 00 .77 .77 .00 in 43 23 18, 29, 16, 29. 29. 16. 29. 29, 16. .44 .48 .54 .38 .95 ,38 38 95 ,38 .38 .95 Member 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 Area in2 0 0 0 0 0, 0. 0. 0. 0, 0, 0, .480 .206 .315 .261 .206 ,315 .261 ,206 .261 .261 .206 0 0 0 0 0 0. 0. 0. 0. 0 ' 0 R in .3462 .1962 , .2972 .2472 .1962 .2972 ,247z ,196z .2472 .2472 .196z Shear Ibs 5031 0 0 3667 0 0 2243 0 0 1117 0 Force Ibs 12892 0 0 6355 0 0 3888 0 0 1936 0 Allow Ibs 14402 6184 9454 7819 6184 9454 7819 6184 7819 7819 6184 Compressive Shear Ibs 0 1676 4375 0 1731 2955 . 0 1764 1532 238 1775 Force Ibs 0 2322 4784 0 1731 5122 0 1764 2655 413 1775 Allow Ibs . 7551 3501 5907 4404 4510 5942 4404 4510 4404 4404 4510 Weld Thick Available X Length .14x3 .11x0 .11x1 .11x2 .11x0, .11x1. .11x1. .11x0. .11x0. .11x0, .11x0, .0 .7 .5 .0 .5 ,6 .2 ,5 .8 .6 .5 Weld (in) Top/Bottm 5 2 2 3 2, 3. 3. 2. 3. 3. 2, .O/ 5 .5/ 2 .11 2 .2/ 3 .3/2 .5/3 ,2/ 3. ,3/ 2. ,2/ 3. ,2/ 3 .3/ 2. .5 .7 .6 .5 .0 .8 ,5 .0 .5 .5 .0 Job #6N01790 - S3 Valley Joist West Page 5 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820. FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T206 2 - 24LH320/130 x Parallel chord Longspan 33' 4.000 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch 0- 5.750 EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtU' Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.877 in Effective Depth 20.000 in Clear Depth 819720 in-#Moment 48.000 in Interior Panel 8 Web Vees 0.000 0.000 Dead Live 0.000 0.000 0.000 0.000 396.000 in Design length 333 in4 Ix L/1102 Live Defl 1.000 in Chord gap 27.000 in Left End 8280 # SJI reaction Equk Wind 2Liv 3DLd 9.000 0.000 0.000 0.000 Ki 9.000 0.000 0.000 0.000 Ki 1320 # Minimum Shear 0 in4 Minimum Ix L/ 308 SJI Defl 0.454 in Camber 27.000 in Right End 8280 # SJI reaction Top Chord: 2-LL2X2X.176 Bridg < 209" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.516 L = 24.000 L = 24.000 L = 27.000 V =6791 A = ly= P = P = P = P = C = 1.346 2.042 -35305 -31093 -15224 -15224 22670 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.565 0.619 -36042 -33113 -25359 -36343 9646 Fy = Ry = M = M = M = fc = 50000 1.232 640 1382 2096 16842 Bearing seats: Tag End L4x4x.313 Weld 2.07" Opposite End L4x4x.3l3 Weld 2.07" Bot Chord: 2-LL2X2X.156 Ix= 0.464 Center: L = 48.000 A = 1.199 Iy= 1.805 P = 35831 Y = 0.558 Rx = 0.622 Pa = 35980 Fy Ry 50000 1.227 Q = 0.981 Rz = 0.394 4 Fillers No Fillers No Filler f = 12805 Q = 0.935 Rz = 0.396 .Chord shear: V = 7572 T = 16879 fv = 12134 ft = 14074 f = 14027 Job #6N01790 - S3 Customer; Valley Joist West . Page 6 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T206 2 - 24LH320/130 x 33' 4.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 O4 U4 US U6 U6 U7 US -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -LS -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 WB V2 W9 Sloge 63 39 19 46 0. 46, 46. 0, 46. 46, 0. 46. .56 .71 .27 .37 .00 .37 .37 ,00 .37 .37 .00 .37 in 51. 29 24 33. 22. 33. 33. 22. 33, 33, 22. 33. .37 .74 .24 .16 .88 .16 .16 .88 .16 .16 .83 .16 Member !-LL2x2x.lS6 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-3/4X.12S 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0 0 0 0, 0. 0. 0. 0. 0. 0. 0. 0, .600 .261 .422 .315 .206 .422 .261 .206 .315 .261 .206 .261 0 0 0 0 0. 0. 0. 0. 0, 0, 0. 0. R in .396z .•247z .347z .297Z . 196z .347z .247Z . 196z .297z ,247z .196Z .247z Shear Ibs 7572 0 0 5929 0 0 4285 0 5 2642 0 1128 Force Ibs 17003 0 0 8593 0 0 6211 0 7 3829 0 1635 Allow Ibs 17990 7819 12656 9454 6184 12656 7819 6184 9454 7819 6184 7819 Compressive Shear Ibs 0 2779 6791 0 2753 5107 0 2795 3464 566 2817 1820 Force Ibs 0 3612 7194 0 2753 7402 0 2795 5020 821 2817 2638 Allow Ibs 8982 4346 7241 5444 3603 8072 3763 3603 5444 3763 3603 3763 Weld Thick Available X Length .16x3 .11x1 .13x1 .11x2 .11x0. .13x2. .11x1, .11x0. .11x1. .11x1, .11x0, .11x0. .7 .1 .9 .7 .9 .0 .9 .9 .6 , 2 .9 .8 Weld (in! Top/Bottm 4. 2. 3. 3. 2. 3. 2. 2. 3. 2. 2. 2. .8/ • 11 • o/ .!/ • 3/ .*/ 9/ 3/ I/ 9/ 3/ 9/ 5 3 3. 3, 2. 3. 3. 2. 3. 3. 2. 3. .8 .1 .1 .6 ,3 .9 .4 3 .6 4 .3 .4 Job #6N01790 - S3 Valley Joist West Page 7 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE > ESCONDIDO, CA 92025-1714 . PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA , CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T208 5 - 24LH320/130 x 33' 4.000 Special Crimped angle Parallel chord Longspan End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch 0' 5.750 EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtU Left TC axial load: 0.000 Right TC axial load: 0.000 24 .000 in Deep 0.000 0.000 22.952 in Effective Depth 20.250 in Clear Depth 621720 in-#Moment 48.000 in Interior Panel 8 Web Vees Dead Live 0.000 0.000 0.000 0.000 396.000 in Design length 282 in4 Ix L/ 932 Live Defl 1.000 in Chord gap 27.000 in Left End 6280 # SJI reaction Equk Wind 2Liv 3DLd 9.000 0.000 0.000 0.000 Ki 9.000 0.000 0.000 0.000 Ki 1320 # Minimum Shear 0 in4 Minimum Ix L/ 329 SJI Defl 0.454 in Camber 27.000 in Right End 6280 # SJI reaction Top Chord: 2-LL2x2x.l56 Bridg < 209" Center: Tag end panl: First point: Chord shear: Ix= 0.464 L = 24.000 L = 27.000 V =5064 A = P = P = P = C = 1.199 1.805 26690 11632 11632 17138 Y = 0.558 Rx = 0.622 Paz= -28317 Paz= -21862 Pa = -32382 fv = 8115 Fy = 50000 Ry = 1.227 M = 640 M = 1382 M = 2096 fc = 14290 Bearing seats: Tag End L4x4x.313 Weld 2.33" Opposite End L4x4x.313 Weld 2.33" Bot Chord: 2-LL1-3/4X.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 1.225 Rx = 0.543 Center: L = 48.000 P = 27088 Pa = 28803 Chord shear: V = 5804 T = 12760 fv = 11596 Fy Ry 50000 1.130 Q = 0.935 Rz = 0.396 No Fillers No Filler f = 10812 ft = 13291 Q = 0.953 Rz = 0.346 f = 13365 Job #6N01790 - S3 Customer; Valley Joist West . Page 8 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T208 5 - 24LH320/130 x 33' 4.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 63. 39. 19. 46. 0. 46. 46. 0. 46. 46. 0. 46. .48 .62 .22 .28 .00 .28 .28 .00 28 28 00 28 in 51 29 24 33 22 33 33 22. 33. 33, 22. 33. .41 .80 .31 .21 .95 .21 .21 .95 .21 ,21 .95 .21 Member 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-1/2X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0 0 0 0 0 0 0 0. 0, 0. 0 0. .480 .206 .359 .261 .206 .315 .261 .206 .261 .261 .206 .261 0 0 0 0 0 0 0 0 0, 0, 0 0 R in .346z .196z .296z .247z .196Z .297z .247Z .196z .247z ,247z .196Z .247z Shear Ibs 5804 0 0 4323 0 0 2922 0 0 1521 0 249 Force Ibs 13000 0 0 6255 0 0 4227 0 0 2200 0 361 Allow Ibs 14402 6184 10781 7819 6184 9454 7819 6184 7819 7819 6184 7819 Compress ive Shear Ibs 0 1765 5064 0 1726 3622 0 1758 2221 . 0 1773 1320 Force Ibs 0 2291 5362 0 1726 5241 0 1758 3214 0 1773 1910 Allow Ibs 5764 2372 5352 3754 3590 5437 3754 3590 3754 3754 3590 3754 Weld Thick Available X Length . 14x3 . .11x0. .13x1. .11x1. .11x0, .11x1. .11x1. .11x0. .11x1. .11x0. .11x0. .11x0. .1 .7 .4 .9 .5 .6 ,3 .5 0 7 .5 .6 Weld (in) Top/Bottm 4.5 2.4 2.7 2.9 2.3 3.1 2.9 2.3 2.9 2.9 2.3 2.9 / 4.9 / 2.5 / 2.6 / 3.0 / 2.0 / 3.2 / 3.0 / 2.0 / 3.0 / 3.0 / 2.0 / 3 .0 Job #6N01790 - S3 Customer; Valley Joist West Page 9 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR:'GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T233 1 - 24LH320/130 x Parallel chord Longspan 33' 4.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch 0' 5.750 EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord^ at panel points. Dead 1000# AddLoad on Top chord at panel points. USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.952 in Effective Depth 20.250 in Clear Depth 621720 in-#Moment 48.000 in Interior Panel 8 Web Vees 0.000 0.000 0.000 0.000 0.000 0.000 396.000 in Design length 282 in4 Ix L/ 932 Live Defl 1.000 in Chord gap 27.000 in Left End 6280 # SJI reaction Wind 2Liv 3DLd 0.000 0.000 0.000 Ki 0.000 0.000 0.000 Ki 1320 # Minimum Shear 0 in4 Minimum Ix L/ 329 SJI Defl 0.454 in Camber 27.000 in Right End 6280 # SJI reaction Top Chord: 2-LL2x2x.l56 Bridg < 209" Center -. Tag end panl: First point: Chord shear: Ix= 0.464 L = 24.000 L = 27.000 V =5064 A = ly= P = P = P = C = 1.199 1.805 -26690 -11632 -11632 17138 Y = Rx = Paz= Paz= Pa = fv = 0.558 0.622 -28317 -21862 -32382 8115 Fy Ry M M M fc = = = = = = 50000 1.227 640 1382 2096 14290 Bearing seats: Tag End L4x4x.313 Weld 2.33" Opposite End L4x4x.313 Weld 2.33" Bot Chord: 2-LL1-3/4X.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 1.225 Rx = 0.543 Center: L = 48.000 P = 27088 Pa = 28803 Chord shear: V = 5804 T =• 12760 fv = 11596 Fy Ry 50000 1.130 Q = 0.935 Rz = 0.396 No Fillers No Filler f = 10812 ft = 13291 Q = 0.953 Rz = 0.346 f = 13365 Job #6N01790 - S3 Customer: Valley Joist West Page 10 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T233 1 - 24LH320/130 x 33' 4.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 U5 U6 U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 .Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 63. 39. 19. 46. 0. 46. 46. 0. 46, 46. 0. 46. .48 .62 ,22 .28 .00 .28 28 ,00 .28 .28 ,00 ,28 in 51. 29, 24. 33. 22. 33. 33. 22. 33, 33, 22. . 33. .41 .80 ,31 ,21 ,95 ,21 21 .95 .21 .21 .95 .21 Member 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-1/2X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0 0 0 0. 0. 0. 0. 0, 0 0. 0. 0. .480 .206 .359 .261 .206 .315 .261 .206 .261 .261 .206 .261 0 0 0 0, 0, 0, 0, 0. 0 0 0 0. R in .346z .196Z .296Z .247Z .196Z .297z ,247z .196z .247z .247z .196Z .247Z Shear Ibs 5804 0 0 4323 0 0 2922 0 0 1521 0 249 Force Ibs 13000 0 0 6255 0 . 0 4227 0 0 2200 0 361 Allow Ibs 14402 6184 10781 7819 6184 9454 7819 6184 7819 7819 6184 7819 Corapressive Shear Ibs 0 1765 5064 0 1726 3622 0 1758 2221 0 1773 1320 Force Ibs 0 2291 5362 0 1726 5241 0 1758 3214 0 1773 1910 Allow Ibs 5764 2372 5352 3754 3590 5437 3754 3590 3754 3754 3590 3754 weld Thick Available X Length .14x3 .11x0, .13x1. .11x1, .11x0. .11x1. .11x1. .11x0. .11x1. .11x0. .11x0. .11x0. .1 .7 .4 ,9 ,5 ,6 ,3 ,5 .0 .7 .5 ,6 Weld (in) Top/Bottm 4 2 2, 2, 2. 3. 2. 2. 2. 2. 2. 2. . 5/ 4 .4/2 ,7/ 2 ,9/ 3. ,3/ 2. ,1/3. 9/3. ,3/ 2. .9/ 3, .9/3. .3/ 2. .9/3. .9 .5 .6 .0 ,0 ,2 0 .0 .0 .0 .0 .0 Job #6N01790 - S3 Customer: Vallev Joist West Page 11 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN • **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T235 2 - 24LH320/130 X Parallel chord Longspan 33' 4.000 Special Crimped angle End Length Tag Opp Depth Slope Holes Top Chord Ext 5.000 6.000 5.000 5.000 BCX Holdback Pitch O1 5.750 EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtU: Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 0.000 Dead 0.000 22.877 in Effective Depth 20.000 in Clear Depth 819720 in-#Moment 48.000 in Interior Panel 8 Web Vees Live 0.000 0.000 0.000 0.000 396.000 in Design length 333 in4 Ix L/1102 Live Defl 1.000 in Chord gap . 27.000 in Left End 8280 # SJI reaction Equk 9.000 9.000 Wind 2Liv 0.000 0.000 3DLd 0.000 0.000 1320 # Minimum Shear 0 in4 Minimum Ix L/ 308 SJI Defl 0.454 in Camber 27.000 in Right End 8280 # SJI reaction 0.000 Ki 0.000 Ki TOP Chord: 2-LL2x2x.l76 Bridg < 209" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.516 L = 24.000 L = 24.000 L = 27.000 V =6791 A = iy=p =p =p =.p =c = 1.346 2.042 -35305 -31093 -15224 -15224 22670 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.565 0.619 -36042 -33113 -25359 -36343 9646 Fy Ry M M M fc = = = = — — 50000 1.232 640 1382 2096 16842 Bearing seats: Tag End L4x4x.313 Weld 2.07" Opposite End L4x4x.313 . Weld 2.07" Bot Chord: 2-LL2x2x.l56 Ix= 0.464 Center: L = 48.000 A = 1.199 Iy= 1.805 P = 35831 Y = 0.558 Rx.= 0.622 Pa = 35980 Fy Ry 50000 1.227 Q = 0.981 Rz = 0.394 4 Fillers No Fillers No Filler f = 12805 Q = 0.935 Rz = 0.396 •Chord shear: V = 7572 T = 16879 fv = 12134 ft = 14074 f = 14027 Job #6N01790 - S3 Valley Joist West Page 12 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NQ PAINT*NO PAINT** *T235 2 - 24LH320/130 x 33' 4.000 Special Crimped angle Parallel chord Longspan Tensile Length Location DO Dl U2 U2 U3 U4 U4 U5 U6 U6 U7 US -LI -LI -LI -L3 -L3 -L3 -L5 -LS -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 63 39 19 46 0 46 46 0 46 46 0. 46. .56 .71 .27 .37 .00 .37 .37 .00 .37 .37 .00 .37 in 51 29. 24, 33, 22. 33, 33. 22. 33. 33. 22. 33. .37 .74 .24 .16 .88 .16 .16 .88 .16 ,16 88 16 Member !-LL2x2x.l56 1-LL.1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/2X.109 l-LL.lxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LL.lxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0 0 0 0 0 0 0 0 0 0 0 0, .600 .261 .422 .315 .206 .422 .261 .206 .315 .261 .206 .261 0 0 0 0 0 0 0 0 0. 0, 0, 0. R in .3962 .247Z .347Z .2972 .196z .3472 .2472 .196z ,297z .247Z .1962 ,2472 Shear Ibs 7572 0 0 5929 0 0 4285 0 5 2642 0 1128 Force Ibs 17003 0 0 8593 0 0 6211 0 7 3829 0 1635 Allow Ibs 17990 7819 12656 9454 6184 12656 7819 6184 9454 7819 6184 7819 Compressive Shear Ibs 0 2779 6791 0 2753 5107 0 2795 3464 566 2817 1820 Force Ibs 0 3612 7194 0 2753 7402 0 2795 5020 821 2817 2638 Allow Ibs 8982 4346 7241 5444 3603 8072 3763 3603 5444 3763 3603 3763 Weld Thick Available X Length .16x3 .11x1 .13x1 .11x2 .11x0, .13x2 .11x1 .11x0, .11x1, .11x1, .11x0. .11x0. .7 .1 .9 .7 .9 .0 .9 .9 .6 .2 .9 8 Weld (in) Top/Bottm 4 2 3 3 2 3 2 2. 3, 2. 2, 2. .8/ 5 •7/ 3 .O/ 3 • I/ 3 .3/2 • 4/ 3 .9/3 .3/2 .1/3 .9/3 .3/ 2, .9/3. .8 .1 .1 .6 .3 .9 .4 .3 .6 .4 .3 ,4 Job #6N01790 - S3 Customer: Valley Joist West Page 13 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T222 6 - 28LH320/130 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 24.05, Peak @ 15'11.750 = 28.00, Opposite End = 24.05 inches Deep. End Lenath Tag 6.000 Cpp 6.000 Depth 5.000 5.000 Slope 0.250 0.250 Holes Y Y Top chord Ext Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLpad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep BCX Holdback Pitch 2 2 0' 0' 5.750 5.750 0.250 0.250 EP/#1L 47.750 47.750 27.032 in Effective Depth 24.500 in Clear Depth 569749 in-#Moment 48.000 in Interior Panel 7 Web Vees 0.000 0.000 0.000 0.000 0.000 0.000 379.500 in Design length 302 in4 Ix L/1136 Live Defl 1.000 in Chord gap 34.875 in Left End 6060 # SJI reaction Equk Wind 2Liv 3DLd 9.000 0.000 0.000 0.000 Ki 9.000 0.000 0.000 0.000 Ki 1265 # Minimum Shear 0 in4 Minimum Ix L/ 399 SJI Defl 0.417 in Camber 34.875 in Right End 6060 # SJI reaction Top Chord: 2-LL2x2x.l25 Bridg < 207" Center: Fourth: Tag end panl: First point: Chord shear: Ix= 0.380 L = 24.000 L = 24.000 L = 34.875 V =4308 A = ly= P = P = P = P = C = 0.969 1.441 -21273 -17093 -10424 -10424 17093 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.546 0.626 -22309 -20723 -13811 -26156 8615 Fy = Ry = M = M = M = fc = 50000 1.219 639 2264 3580 17644 Bearing seats: Tag End L4x4x.313 Weld 2.89" Opposite End L4x4x.313 Weld 2.89" Bot Chord: 2-LL1-1/2X.125 A = 0.719 Y = 0.421 Ix= 0.156 Iy= 0.765 Rx = 0.465 Center: L = 48.000 P = 21323 Pa = 21563 Chord shear: V = 5292 T = 14063 fv = 14113 Fy Ry 50000 1.032 Q = 0.834 Rz = 0.398 6 Fillers No Fillers No Filler f = 12331 Q = 0.961 Rz = 0.296 ft = 19566 f = 17172 Job #6N01790 - S3 Customer: Valley Joist West Page 14 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T222 6 - 28LH320/130 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 24.05, Peak @ 15'11.750 = 28.00, Opposite End = 24.05 inches Deep. Tensile Length Location UO Ul U2" U2 U3 U4 U4 U5 U6 U6 U7 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V3 W7 W8 V4 Slope 63 24 44 44 0 43 43, 0, 42. 42. 0. .23 .55 .37 .37 .00 .23 .23 .00 .13 .13 .00 in 51 26 34 34 25 35, 35, 26. 35. 35, 27. .24 .17 .32 .32 .03 ,04 .04 ,03 .78 .78 .03 Member 2-LLlxlx.l09 l-LLlxlx.109 1-LL2X2X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 Area 0 0 0 0 0 0 0 0 0 0 0 in2 .412 .206 .484 .261 .206 .315 .261 .206 .261 .261 .206 0 0 0 0 0 0. 0. 0. 0. 0. 0. R in .196z .196z .398z .247z .196z .297z .247z .196z ,247z ,247z ,196z Shear Ibs 5292 0 0 3336 0 0 1867 0 103 470 0 Force Ibs 11750 0 0 4666 0 0 2562 0 138 634 0 Allow Ibs 12367 6184 14531 7819 6184 9454 7819 6184 7819 7819 6184 Compressive Shear Ibs 0 1969 4308 0 1725 2632 0 1743 1265 1265 1047 Force Ibs 0 2164 6026 0 1725 3613 0 1743 1706 1706 1047 Allow Ibs 3609 3028 6436 3554 3233 5183 3422 3054 3286 3286 2870 Weld Thick Available X Length .11x3 .11x0 .13x1 .11x1 .11x0 .11x1. .11x0. .11x0, .11x0. .11x0 .11x0. .6 .7 .6 .4 .5 .1 .8 .5 .5 .5 .3 Weld (in) Top/Bottm 7, 2. 3. 2. 2. 3. 2. 2. 2. 2. 2. .!/ ,2/ .67 ,8/ .3/ .07 8/ 3/ 77 7/ 3/ 4 1. 3, 2. 1, 2. 2. 1. 2. 2. 1. • 8. .9 .3 .6 .8 .8 .5 8 5 .5 8 Job #6N01790 - S3 Customer: Valley Joist West Page 15 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J200 1 - 18LH320/130 X Parallel chord Longspan 23' 6.125 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 8120 0' 7.125 5.000 E 0' 1.000 BCX Holdback Pitch EP/#1L 42.000 42.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 ft/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. FULL SKEW TE NS 5" USE 3/4" DIA AXIAL TRANSF. ROD RE - 2" LG WELD End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 18.000 in Deep 0.000 0.000 Dead 0.000 0.000 17.032 in Effective Depth 14.500 in Clear Depth 327376 in-#Moment 48.000 in Interior Panel 6 Web Vees Top Chord: 2-LL2x2x.l25 0.000 0.000 278.125 in Design length 120 in4 Ix L/1149 Live Defl 1.000 in Chord gap 21.531 in Left End 4708 # SJI reaction 0.001 in Tag TCX Defl Bridg < 207" Center: Tag end panl: First point: Chord shear: Ix= 0.380 L = 24.000 L = 21.531 V =3692 A = ly= P = P = P = C = 0.969 1.441 -18648 -10045 -10045 14068 Y = Rx = Paz= Paz = Pa = fv = 0.546 0.626 -20723 -17772 -26156 7385 . Fy Ry M M M fc = 50000 1.219 639 909 1272 14522 Equk Wind 2Liv 3DLd 9.000 0.000 0.000 0.000 Ki 9.000 0.000 0.000 0.000 Ki 927 # Minimum Shear 0 in4 Minimum Ix L/ 384 SJI Defl 0.224 in Camber 21.531 in Right End 4708 # SJI reaction 0.000 in Opp TCX Defl Q = 0.834 Rz = 0.398 No Fillers No Filler f = 10356 Bearing seats: Tag End L4x4x.313 Weld 2.77" Opposite End L4x4x.313 Weld 2.77" Bot Chord: 2-LL1-1/2X.125 A = 0.719 Y = 0.421 Ix= 0.156 Iy= 0.765 Rx = 0.465 Center: L = 48.000 P = 19221 Pa = 21563 Chord shear: V = 4277 T = 10061 fv = 11406 Fy = 50000 Ry = 1.032 ft = 13998 Q Rz 0.961 0.296 f = 13383 Job #6N01790 - S3 Customer: Valley Joist West Page 16 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J200 1 - 18LH320/130 x 23' 6.125 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 03 U4 U4 US D6 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 Web W2 VI W3 W4 V2 W5 W6 V2 W7 Slope 66.94 47.32 10.19 54.64 0.00 54.64 54.64 0.00 54.64 in 43. 25. 17. 29. 17. 29. 29. 17. 29. 48 12 31 43 03 43 43 03 43 Member 1-LL1-3/4X.125 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0.422 0.206 0.261 0.261 0.206 0.261 0.261 0.206 0.261 0. 0, 0, 0. 0 0. 0. 0, 0. R in .347z .196z .247z .247z . 196z .247Z ,247z ,196z ,247z Shear Ibs 4277 0 0 2999 0 0 1546 0 224 Force Ibs 10918 0 0 5182 0 0 2672 0 387 Allow Ibs 12656 6184 7819 7819 6184 7819 7819 6184 7819 Compressive Shear Ibs 0 1608 3692 0 1710 2273 0 1733 927 Force Ibs 0 2372 3751 0 1710 3927 0 1733 1602 Allow Ibs 6489 3217 4675 4396 4499 4396 4396 4499 4396 Weld Thick Lenq .13x2 .11x0 .11x1 .11x1 .11x0 .11x1 .11x0 .11x0 .11x0 Available X th .9 .7 .2 .6 .5 .2 .8 .5 .5 Weld (in) Top/Bottra 5.0/ 2.7/ 2.5/ 3.2/ 2.3/ 3.2/ 3.2/ 2.3/ 3.2/ 4.9 2.5 2.0 3.1 1.8 3.1 3.1 1.8 3.1 Job #6N01790 - S3 Customer: Valley Joist West Page 17 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J202 1 - 18LH320/130 X Parallel chord Longspan 28' 4.750 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes 5.000 5.000 Top Chord Ext E O1 1.000 E O1 1.000 BCX Holdback Pitch EP/#1L 42.000 42.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. USE 3/4" DIA AXIAL TRANSF. ROD BE - 2" LG WELD End loads: _ SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 18.000 in Deep 16.952 in Effective Depth 14.250 in Clear Depth • 462189 in-#Moment 48.000 in Interior Panel 7 Web Vees Top Chord: 2-LL2x2x.l56 0.000 . 0.000 0.000 0.000 0.000 0.000 336.750 in Design length 154 in4 Ix L/ 829 Live Defl . 1.000 in Chord gap 24.188 in Left End 5490 # SJI reaction 0.000 in Tag TCX Defl Equk Wind 2Liv 3DLd 9.000 0.000 0.000 0.000 Ki 9.000 0.000 0.000 0.000 Ki 1122 # Minimum Shear 0 in4 Minimum Ix L/ 286 SJI Defl 0.328 in Camber 24.188 in Right End 5490 # SJI reaction 0.000 in Opp TCX Defl Bridg < 209" Center: Tag end panl: First point: Chord shear: Ix= 0.464 L = 24.000 L = 24.188 V =4379 A = 1.199 Iy= 1.805 P = -27265 P = -11913 P = -11913 C = 18402 Y = 0.558 Rx = 0.622 Paz= -28317 Paz= -23072 Pa = -32382 fv = 7017 Fy = 50000 Ry = 1.227 M = 640 M = 1125 M = 1651 fC = 15343 Q = 0.935 Rz = 0.396 No Fillers No Filler f = 10397 Bearing seats: Tag End L4x4x.313 Weld 2.27" Opposite End L4x4x.313 Weld 2.27" Bot Chord: 2-LL1-3/4X.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 1.225 Rx = 0.543 Center: L = 48.000 P =' 26711 Pa = 28803 Chord shear: V = 5049 T = 13416 fv = 10087 Fy = 50000 Q = 0.953 Ry = 1.130 Rz = 0.346 ft = 13974 f = 12271 Job #6N01790 - S3 Customer: Valley Joist West Page 18 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 920.09 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J202 1 - 18LH320/130 x 28' 4.750 Special Crimped angle Parallel chord Longspan Tensile Length Location uo Ul U2 U2 U3 U4 U4 U5 U6 U6 07 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -LS -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 Slope 67, 43. 26, 54 0 54, 54, 0. 54. 54. 0. .03 ,01 .29 .77 .00 .77 .77 .00 . 77 .77 ,00 in 43, 23. 18. 29 16 29. 29. 16. 29, 29. 16. .44 .18 .91 .38 • 95 .38 .38 .95 .38 ,38 ,95 Member 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 Area in2 0. 0. 0. 0, 0. 0. 0. 0. 0. 0. 0. ,480 ,206 ,315 .261 .206 ,315 .261 ,206 ,261 ,261 206 0 0 0 0 0 0 0 0 0 0 0 R in .3462 .196z .297z .247z .196z .297z .247z .196Z .247Z .247Z .196z Shear Ibs 5049 0 0 3665 0 0 2243 0 0 1122 0 Force Ibs 12939 0 0 6353 0 0 3887 0 0 1946 0 Allow Ibs 14402 6184 9454 7819 6184 9454 7819 6184 7819 7819 6184 Compressive Shear Ibs 0 1689 4379 0 1732 2954 0 1765 1531 239 1776 Force Ibs 0 2309 4884 0 1732 5120 0 1765 2654 414 1776 Allow Ibs 7551 3552 5830 4404 4510 5942 4404 4510 4404 4404 4510 Weld Thick Available X Length .14x3, .11x0 .11x1 .11x2 .11x0 .11x1 .11x1 .11x0 .11x0 .11x0 .11x0, .0 .7 .5 .0 .5 .6 .2 .5 .8 .6 .5 Weld (in) Top/Bottm ' 5', 2 2 3 2 3 3 2 3 3, 2, .O/ 5 .5/ 2 .11 2 .2/ 3 .3/ 2 .5/ 3 • 2/ 3 .3/ 2 .2/ 3 ,2/ 3 ,3/ 2 .5 .6 .7 .5 .0 .8 .5 .0 .5 .5 .0 Job #6N01790 - S3 Customer: Valley Joist West Page 19 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J204 2 - 24LH320/130 X Parallel chord Longspan 34'10.000 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Holes Top Chord Ext BCX Holdback Pitch 5.000 5.000 EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points. 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtU Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 0.000 0.000 22.877 in Effective Depth 20.000 in Clear Depth 778320 in-#Moment 48.000 in Interior Panel 8 Web Vees Dead Live 0.000 0.000 0.000 0.000 414.000 in Design length 333 in4 Ix L/ 965 Live Defl 1.000 in Chord gap 31.500 in Left End 7520 # SJI reaction Equk Wind 2Liv 3DLd 9.000 0.000 0.000 0.000 Ki 9.000 0.000 0.000 0.000 Ki 1380 # Minimum Shear 0 in4 Minimum Ix L/ 304 SJI Defl 0.496 in Camber 31.500 in Right End 7520 # SJI reaction Top Chord: 2-LL2x2x.l76 Bridg < 209" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.516 L = 24.000 L = 24.000 L = 31.500 V =5956 A = Iy= P = P = P = P = C = 1.346 2.042 -33564 -29905 -13829 -13829 22588 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.565 0.619 -36042 -33113 -22804 -36343 8460 Fy Ry M M M •fc = = = = = = 50000 1.232 640 1857 2901 16781 Bearing seats: Tag End L4x4x.313 Weld 2.11" Opposite End L4x4x.313 Weld 2.11" Bot Chord: 2-LL2x2x.l56 A = 1.199 Ix= 0.464 Iy= 1.805 Center: L = 48.000 P = 34021 Y = 0.558 Rx = 0.622 Pa = 35980 Fy Ry 50000 1.227 Q = 0.981 Rz = 0.394 4 Fillers No Fillers No Filler f = 11915 Q = 0.935 Rz = 0.396 Chord shear: V = 6878 T = 17557 fv = 11022 ft = 14639 f = 13231 Job #6N01790 - S3 Customer: Valley Joist West Page 20 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J204 2 - 24LH320/130 x 34'10.000 Special Crimped angle Parallel chord Longspan Tensile Length Location uo Ul U2 U2 U3 U4 U4 US U6 O6 U7 OS -LI -LI -LI -L3 -L3 -L3 -LS -L5 -LS -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 63 32 36 46 0 46. 46 0, 46 46. 0. 46 .56 .37 .62 .37. .00 .37 .37 .00 .37 .37 .00 .37 in 51. 27, 28. 33. 22. 33. 33. 22. 33. 33. 22. 33. .37 .09 .50 .16 .88 .16 .16 .88 .16 16 88 .16 Member 1-LL1-3/4X.156 l-LLlxlx.109 l-LL2x2x.!25 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .522 ,206 .484 .261 .206 .359 ,261 .206 ,315 ,261 .206 .261 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. .0. 0. R in .345z . 196z .3982 ,247z .196z .296z ,247z ,196z ,297z ,247z ,196z ,247z Shear Ibs 6878 0 0 5100 0 0 3588 0 0 2076 0 694 Force Ibs 15445 0 0 7391 • 0 0 5200 0 0 3009 0 1006 Allow Ibs 15650 6184 14531 7819 6184 10781 7819 6184 9454 7819 6184 7819 Compress ive Shear Ibs 0 1898 5956 0 1753 4344 0 1790 2832 198 1808 1380 Force Ibs 0 2248 7420 0 1753 6296 0 1790 4104 287 1808 2000 Allow Ibs 6245 2860 7797 3763 3603 6405 3763 3603 5444 3763 3603 3763 Weld Thick Available X Length .16x3. .11x0. .13x2. .11x2. .11x0. .13x1. .11x1. .11x0. .11X1. .11x0. .11x0. .11x0. .3 .7 .0 .3 .5 7 .6 6 3 9 6 6 Weld (in) Top/Bottm 4 2 3 2 2 3. 2. 2, 3, 2. 2. 2. .5/ .3/ .4/ .97 .37 .!/ .97 .37 .!/ .97 .37 ,9/ 5. 2 -3 3. 2. 3. 3. 2. 3. 3. 2. 3. .5 .6 .7 .4 ,3 .6 .4 3 .6 4 .3 4 Job #6N01790 - S3 Customer: Valley Joist West Page .21 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 • CONTACT:•GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J205 1 - 24LH320/130 X Parallel chord Longspan 34'10.000 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points. TC cone loads:Load 1000 2-1/2" SHORT BEARING TE SEE TC REINF. DETAIL TE End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.728 in Effective Depth 19.500 in Clear Depth 1160926 in-#Moment 48.000 in Interior Panel 8 Web Vees Spacing 21'5 13'5 Location 21'5 Point U10 Type SJI, Dead NtUp 0.000 0.000 Dead Live Equk Wind 0.000 0.000 50.000 0.000 0.000 0.000 50.000 0.000 2Liv 0.000 0.000 3DLd 0.000 Ki 0.000 Ki 414.000 in Design length 434 in4 Ix L/1259 Live Defl 1.000 in Chord gap 31.500 in Left End 8904 # SJI reaction 1505 # Minimum Shear 0 in4 Minimum Ix L/ 326 SJI Defl 0.496 in Camber 31.500 in Right End 9136 # SJI reaction Top Chord: 2-LL2-1/2X.212 Bridg < 243" Ix= 1.219 L = 24.000 L = 31.500 Center: Tag end panl: First point: Chord shear:V =7188 A = ly= P = .P: = P = ri 2.030 4.158 -51080 -36228 -36228 42338 V" _ Rx = Paz= Paz= Pa = fv = 0.703 0.775 -51834 -39299 -54813 6781 Fy Ry M M M fc _ 50000 1.431 640 1857 2901 20855 Bearing'seats: Tag End LLV4x3x3/8 Weld 8.62" Opposite End LLV4x3x3/8 Weld 8.63" Q = 0.967 Rz = 0.493 No Fillers No Filler f = 12438 Bot Chord: 2-LL2x2x.l87 A = 1.426 = 0.569 Fy = 50000 Q = 1.000 Ix= 0.544 Iy= 2.173 Rx = 0.617 Ry = 1.234 Rz = 0.394 Center: L = 48.000 P = 42297 Pa = 42782 Chord shear: V = 8151 T =. 21088 fv = 10897 ft = 14787 f = 13168 Job #6N01790 - S3 Customer: Valley Joist West Page 22 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 , SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J205 1 - 24LH320/130 X Parallel chord Longspan 34'10.000 Special Crimped angle Tensile Length LOCi UO Ul U2 U2 U3 U4 U4 U5 U6 U6 U7 U8 U8 U9 U10 U10 Ull U12 U12 U13 U14 U14 U15 U16 Ition -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L15 -L15 Web W2L VI W3 W4 V2 W5L W6 V2 W7 W8 V2 W9. W9 V2 W8 W7 V2 W6 W5R V2 W4 W3 VI W2R Slope 63 32 36 46 0 46 46 0 46 46 0 46 46 0 46 46 0 46 46. 0, 46. 36. 32. 63. .71 .54 .80 .56 .00 .56 .56 .00 .56 .56 .00 .56 .56 .00 .56 .56 .00 .56 .56 .00 .56 .80 .54 .71 in 51 26 28 33 22 33 33 22 33 33 22 33 33 22 33 33 22 33 33 22 33 28 26 51 .31 .96 .38 .05 .73 .05 .05 .73 .05 .05 .73 .05 .05 .73 .05 .05 .73 .05 .05 .73 .05 .38 .96 .31 Member 2-LL1-1/2X.109 1-LL1-1/4X.109 1-LL2X2X.143 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.125 1-LL1-1/4X.109 l-LLlxlx.109 l-LLlrl/4x.l09 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/2X.125 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-1/2X.109 1-LL2X2X.143 1-LL1-1/4X.109 1- R9 - 1-IN. Area in2 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0, 0, 0 0. 0, 0, 0. 0. 0. 0. .630 .261 .552 .315 .206 .422 .261 .206 .359 .261 .206 .261 .261 .206 .261 .359 .206 .261 .480 .206 .315 .552 ,261 .785 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0. 0. 0. 0. 0. 0. 0. R in .2972 .2472 .396Z .297z .196z .347z .247z .196z .296z .2472 .1962 .2472 .2472 .1962 .247Z .2962 .1962 .2472 .3462 .196Z ,297Z .3962 ,247z .250 Shear Ibs 8151 0 0 6274 0 0 4646 0 0 3018 0 752 1520 0 2250 0 0 4878 0 0 6506 0 0 8383 Force Ibs 18400 0 0 9124 0 0 6757 0 0 4389 0 1094 2211 0 3272 0 0 7094 0 0 9461 0 0 18924 Allow Ibs 18907 7819 16547 9454 6184 12656 7819 6184 10781 7819 6184 7819 7819 6184 7819 10781 6184 7819 14402 6184 9454 16547 7819 23562 Compressive Shear Ibs 0 2993 7188 0 2852 5460 0 2878 3832 198 2892 2204 1436 2895 966 4064 2883 0 5692 2855 0 7419 2994 0 Force Ibs 0 3550 8976 0 2852 7940 0 2878 5573 288 2892 3205 2088 2895 1405 5910 2883 0 . 8277 2855 0 9265 3552 0 Allow Ibs 10599 4788 9274 5458 3628 8086 3781 3628 6422 3781 3628 3781 3781 3628 3781 6422 3628 3781 9580 3628 5458 9274 4788 4950 weld Thick Available X Length .11x5 .11x1 .14x2 .11x2 .11x0 .13x2 .11x2 .11x0 .13x1 .11x1 .11x0 .11x1 .11x0 .11x0 .11x1 .13x1 .11x0 .11x2 .14x1 .11x0. .11x2. . 14x2 , .11x1. .23x2, .7 .1 .1 .8 .9 .1 .1 .9 .5 .4 .9 .0 .7 .9 .0 .6 .9 .2 .9 .9 .9 ,2 .1 .0 Weld (in) Top/Bottm 8 3 3 3 2 4 3 2. 3, 3. 2. 3. 3 , 2. 3. 3, 2. 3. 4. 2. 3. 3. 3. .57 • I/ .97 .87 .8/ .!/ .67 .87 .87 .67 .87 .67 .67 ,87 .67 .87 ,87 ,67 I/ 8/ 8/ 97 .17 6 2 3 3 2 3 3 2 3 3, 2, 3, 3, 2, 3. 3 2 3, 3. 2. 3. 3. 2. .4 .9 .7 .6 .3 .9 .4 .3 .6 .4 .3 .4 .4 .3 .4 .6 .3 .4 .9 .3 ,6 .7 .9 Job #6N01790 - S3 Customer: Valley Joist West Page 23 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE COSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J207 24 - 24LH320/130 x 33' 4.000 Parallel chord Longspan Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtUp Dead Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep Live 0.000 0.000 22.952 in Effective Depth 20.250 in Clear Depth 621720 in-#Moment 48.000 in Interior Panel 8 Web Vees 0.000 0.000 0.000 0.000 396.000 in Design length 282 in4 Ix L/ 932 Live Defl 1.000 in Chord gap 27.000 in Left End 6280 # SJI reaction Equk 9.000 9.000 Wind 0.000 0.000 2Liv 0.000 0.000 1320 # Minimum Shear 0 in4 Minimum Ix L/ 329 SJI Defl 0.454 in Camber 27.000 in Right End 6280 # SJI reaction 3DLd 0.000 Ki 0.000 Ki Top Chord: 2-LL2x2x.l56 Bridg < 209" Center: Tag end panl: First point: Chord shear: Ix= 0.464 L = 24.000 L = 27.000 V =5064 A = Iy= P = P = P = C = 1.199 1.805 -26690 -11632 -11632 17138 Y = Rx = Paz= Paz= Pa = fv = 0.558 0.622 -28317 -21862 -32382 8115 Fy Ry M M M fc = = = = = = 50000 1.227 640 1382 2096 14290 Bearing seats: Tag End L4x4x.313 Weld 2.33" Opposite End L4x4x.313 Weld 2.33" Bot Chord: 2-LL1-3/4X.143 A = 0.960 Y = 0.490 lx= 0.283 Iy= 1.225 Rx = 0.543 Center: L = 48.000 P = 27088 Pa = 28803 Chord shear: V = 5804 T = 12760 fv = 11596 Fy Ry 50000 1.130 Q = 0.935 Rz = 0.396 No Fillers No Filler f = 10812 ft = 13291 Q = 0.953 Rz = 0.346 f = 13365 Job #6N01790 - S3 Customer: Valley Joist West . Page 24 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J207 24 - 24LH320/130 x 33' 4.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 D7 US -LI -LI -LI -L3 -L3 -L3 -LE -L5 -L5 -L7 -L7' -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 63 39 19 4.6 0 46 46 0 46 46 0 46. .48 .62 .22 .28 .00 .28 .28 .00 .28 .28 .00 .28 in 51 29 24 33 22 ' 33 33. 22. 33. 33. 22, 33, .41 .80 .31 .21 .95 .21 .21 .95 .21 .21 .95 .21 Member 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-1/2X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0 0. 0 0, 0, 0, 0. 0. 0. 0, 0. 0. .480 .206 .359 .261 .206 .315 .261 .206 .261 .261 .206 .261 0 0 0 0. 0. 0. 0. 0. 0. 0. 0, 0. R in .346z .196z .296z .247z . ,196z .297z .2472 ,196z .247z .247Z .196Z ,247z Shear Ibs 5804 0 0 4323 0 0 2922 0 0 1521 0 249 Force Ibs 13000 0 0 6255 0 0 4227 0 0 2200 0 361 Allow Ibs 14402 6184 10781 7819 6184 9454 7819 6184 7819 7819 6184 7819 Compressive Shear Ibs 0 . 1765 5064' 0 1726 3622 0 1758 2221 0 1773 1320 Force Ibs 0 2291 5362 0 1726 5241 0 1758 3214 0 1773 1910- Allow Ibs 5764 2372 5352 3754 3590 5437 3754 3590 3754 3754 3590 3754 Weld Thick Available X Length .14x3 .11x0 .13x1 .11x1 .11x0. .11x1 .11x1. .11x0, .11x1 .11x0 .11x0. .11x0. .1 .7 .4 .9 .5 .6 .3 .5 .0 .7 .5 .6 Weld (in) Top/Bottm 4 2 2 2 2 3. 2. 2. 2 2 2. 2. • 5/ 4 • 4/ 2 • 7/ 2 .9/ 3 .3/ 2 .1/3 .9/3. .3/ 2. .9/3 .9/3 .3/ 2 .9/3 .9 .5 .6 .0 .0 .2 .0 .0 .0 .0 .0 .0 Job #6N01790 - S3 Customer: Valley Joist West Page 25 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J209 5 - 18LH360/170 X Parallel chord Longspan 18' 5.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E O1 3.500 BCX Holdback Pitch EP/#1L 42.000 42.000 Uniform Live load 170 #/ft full length Uniform SJI load 360 #/ft full length Uniform Dead load 190 ft/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 18.000 in Deep 17.032 in Effective Depth 14.500 in Clear Depth 231773 in-ttMoment 48.000 in Interior Panel 4 Web Vees 0.000 0.000 0.000 0.000 0.000 0.000 217.500 in Design length 120 in4 Ix L/1837 Live Defl 1.000 in Chord gap 30.375 in Left End 4262 # SJI reaction 0.000 in Tag TCX Defl Ecruk 9.000 9.000 Wind 0.000 0.000 2Liv 0.000 0.000 3DLd 0.000 Ki 0.000 Ki 816 # Minimum Shear 0 in4 Minimum Ix L/ 697 SJI Defl 0.137 in Camber 30.375 in Right End 4262 # SJI reaction TOD Chord: 2 Bridg < 207" Center: Tag end panl : First Chord point : shear : Bearing seats; -LL2x2x. Ix= 0 L = 24 L = 30 V = J. Tag Opposite Bot Chord: 2 Chord Location DO -LI Center : shear : Web slope W2 66.94 125 .380 .000 .375 2616 End End A - iy=p =p =p =c = L4X4X.3 0.969 1.441 -12945 -8907 -8907 12945 13 L4x4x.313 -LL1-1/2X.125 A - Ix= 0 L = 48 V = Length in .156 .000 3623 Member 43.48 l-LLl-l/2x. Iy= P = T = Area in2 109 0.315 0.719 0.765 13608 10957 Y - Rx = Paz= Paz= Pa = fv = Weld 2 Weld 2 Y - Rx = Pa = fv = Tensile R Shear Force in 0.297Z Ibs Ibs 3623 9248 0.546 0.626 -20723 -15258 -26156 5233 .71" .71" 0.421 0.465 . 21563 9661 Fy - Ry = M = M = M = fc = Fy - Ry = ft = 50000 1.219 742 1948 3024 13363 50000 1.032 15244 Compress ive Allow Shear Ibs Ibs 9454 Force Ibs 0 0 Allow Ibs 3900 Q Rz NO No f Q Rz f Weld Thick x Lenqth .11x2.9 = 0.834 = 0.398 Fillers Filler = 8486 = 0.961 = 0.296 = 12306 Available Weld (in) Top/Bottm 4.8/ 4.7 Ul -LI VI 29.47 19.56 l-LLlxlx.109 0.206 0.196Z 0 .0 6184 1950 2240 4129 .11x0.7 2.3/ 2.0 Job #6N01790 - S3 Customer: Valley Joist West Page 26 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J209 5 - 18LH360/170 x 18' 5.500 Special Crimped angle Parallel chord Longspan Tensile Location U2 -LI 02 -L3 03 -L3 U4 -L3 Web Slope . W3 50.62 W4 54.64 V2 0.00 W5 54.64 Length in 26.85 29.43 17.03 29.43 Member 1-LL1-1/2X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area R in2 in 0.359 0.2962 0.261 0.2472 0.206 0.1962 0.261 0.247Z Shear Ibs 0 1690 0 200 Force Ibs 0 2921 0 345 Allow Ibs 10781 7819 6184 7819 • Compressive Shear Ibs 2616 0 1785 860 Force Ibs 4124 0 1785 1486 Allow Ibs 4536 4396 4499 4396 Weld Available Thick x Weld (in) Length Top/Bottm .13x1.1 3.3/ 3.1 .11x0.9 3.2/ 3.1 .11x0.6 2.3/ 1.8 .11x0.5 3.2/ 3.1 Job #6N01790 - S3 Customer: Valley Joist West Page 27 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK / Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J220 21 - 28LH320/130 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 24.05, Peak @ 15'11.750 = 28.00, Opposite End = 24.05 inches Deep. End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope 0.250 0.250 Holes Top Chord Ext BCX Holdback Pitch 0.250 0.250 EP/#1L 47.750 47.750 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep 27.032 in Effective Depth 24.500 in Clear Depth 569749 in-#Moment 48.000 in Interior Panel 7 Web Vees 0.000 0.000 0.000 0.000 0.000 0.000 379.500 in Design length 302 in4 Ix L/1136 Live Defl 1.000 in Chord gap 34.875 in Left End 6060 # SJI reaction Wind 2Liv 3DLd 0.000 0.000 0.000 Ki 0.000 0.000 0.000 Ki 1265 # Minimum Shear 0 in4 Minimum Ix L/ 399 SJI Defl 0.417 in Camber 34.875 in Right End 6060 # SJI reaction Top Chord: 2-LL2x2x.l25 Bridg < 207" .Center: Fourth: Tag end panl: First point: Chord shear: Ix= 0.380 L = 24.000 L = 24.000 L = 34.875 V =4308 A = IY= P = P = P = P = c = 0.969 1.441 -21273 -17093 -10424 -10424 17093 Y = Rx = Pax= Paz= Paz= Pa = f v = 0.546 0.626 -22309 -20723 -1381.1 -26156 8615 Fy = Ry = M = M = M = fc = 50000 1.219 639 2264 3580 17644 Bearing seats: Tag End L4x4x.313 Weld 2.89" Opposite End L4x4x.313 Weld 2.89" Bot Chord: 2-LL1-1/2X.125 A = 0.719 Y = 0.421 Ix= 0.156 Iy= 0.765 Rx = 0.465 Center: L = 48.000 P = 21323 Pa = 21563 Chord shear: V = 5292 T = 14063 fv = 14113 Fy Ry 50000 1.032 Q = 0.834 Rz .= 0.398 6 Fillers No Fillers No Filler f = 12331 ft = 19566 Q = 0.961 Rz = 0.296 f = 17172 Job #6N01790 - S3 Customer: Valley Joist West Page 28 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J220 21 - 28LH320/130 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End =24.05, Peak @ 15'11.750 = 28.00, Opposite End = 24.05 inches Deep. Tensile Length Location UO Ul U2 U2 U3 U4 U4 U5 U6 U6 U7 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 Web W2 VI W3 W4 V2 WS W5 V3 W7 W8 V4 Slope 63 24 44 44, 0 43 43, 0, 42. 42. 0, .23 .55 .37 .37 .00 .23 .23 .00 .13 .13 .00 in 51 26 34 34. 25 35, 35, 26, 35. 35. 27. .24 .17 .32 .32 .03 .04 .04 ,03 .78 .78 .03 Member 2-LLlxlx.l09 l-LLlxlx.109 1-LL2X2X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 Area in2 0 0 0 0 0 0 p. 0, 0. 0. 0. .412 .206 .484 •261 .206 .315 .261 .206 .261 .261 .206 0 0 0 0 0 0 0 0, 0, 0. 0. R in .1962 .1962 .3982 .2472 .1962 .2972 .2472 .1962 ,2472 ,247z . 1962 Shear Ibs 5292 0 . 0 3336 0 0 1867 • 0 103 470 0 Force ' Ibs 11750 0 0 4666 0 0 2562 0 138 634 0 Allow Ibs 12367 6184 14531 7819 """6184 9454 7819 6184 7819 7819 6184 Compressive Shear Ibs 0 1969 4308 0 1725 2632 0 1743 1265 1265 1047 Force Ibs 0 2164 6026 0 1725 3613 0 1743 1706 1706 1047 Allow Ibs 3609 3028 6436 3554 3233 5183 3422 3054 3286 3286 2870 Weld Thick Available X Length .11x3 .11x0 .13x1 .11x1, .11x0 .11x1 .11x0 .11x0. .11x0. .11x0, .11x0. .6 .7 .6 .4 .5 .1 .8 .5 .5 .5 .3 Weld (in) Top/Bottm 7. 2. 3. 2. 2. 3. 2. 2. 2. 2. 2. • I/ • 2/ ,6/ • 8/ ,3/ .o/ 8/ 3/ 7/ 11 3/ 4. 1, 3, 2. 1. 2. 2. 1. 2. 2. 1. .8 .9 .3 .6 .8 .8 .5 8 ,5 5 8 Job #6N01790 - S3 Customer: Valley Joist West Page 29 VI. 92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J221 1 - 28LH320/130 x 32' 1.250 Special Crimped angle Double pitch Longspan With the peak at 16' 0.625 Tag End = 24.04, Peak @ 16' 0.625 = 28.00, Opposite End = 24.04 inches Deep. End Length Depth Slope Tag 6.000 5.000 0.249 Opp 6.000 5.000 0.249 Holes Top Chord Ext E 0' 1.000 BCX Holdback Pitch 0.249 0.249 EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. USE 1" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep 27.032 in Effective Depth 24.500 in Clear Depth 574601 in-#Moment 48.000 in Interior Panel 7 Web Vees Top Chord: 2-LL2x2x.l25 0.000 0.000 0.000 0.000 0.000 0.000 381.250 in Design length 302 in4 Ix L/1121 Live Defl 1.000 in Chord gap 35.313 in Left End 6083 # SJI reaction 0.000 in Tag TCX Defl Equk 9.000 9.000 Wind 0.000 0.000 2Liv 3DLd 0.000 Ki 0.000 Ki Bridg < 207" Center: Fourth: Tag end panl: First point: Chord shear: Ix= 0.380 L = 24.000 L = 24.000 L = 35.313 V =4311 A = ly= P = P = P = P = C = 0.969 1.441 -21454 -17286 -10515 -10515 17286 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.546 0.626 -22309 -20723 -13664 -26156 8622 Fy Ry M M M fc = = = = = = 50000 1.219 639 2320 3673 17844 0.000 0.000 1271 # Minimum Shear 0 in4 Minimum Ix L/ 393 SJI Defl 0.421 in Camber 35.313 in Right End 6083 # SJI reaction Q = 0.834 Rz = 0.398 6 Fillers No Fillers No Filler f =12407 Bearing seats: Tag End L4x4x.313 Weld 2.89" Opposite End L4x4x.313 Weld 2.89" Bot Chord: 2-LLl-l/2x.125 A = 0.719 Y = 0.421 Ix= 0.156 Iy= 0.765 Rx = 0.465 Center: L = 48.000 P = 21505 Pa = 21563 Chord shear: V = 5309 T = 14263 fv = 14156 Fy = 50000 Q = 0.961 Ry = 1.032 Rz = 0.296 ft = 19844 f = 17287 Job #6N01790 - S3 Customer: Valley Joist West Page 30 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J221 1 - 28LH320/130 x 32' 1.250 Special Crimped angle Double pitch Longspan With the peak at 16' 0.625 Tag End = 24.04, Peak @ 16' 0.625 = 28.00, Opposite End = 24.04 inches Deep. Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 D6 U7 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V3 W7 W8 V4 Slope 63, 24. 45. 44. 0. 43. 43. 0. 42. 42. 0. .36 .17 .10 .36 .00 .22 .22 .00 .13 .13 ,00 in 51. 26, 34, 34, 25. 35. 35. 26, 35. 35, 27, .46 .10 .77 .33 .04 .05 .05 .04' .78 .78 ,03 Member 1-LL1-3/4X.125 l-LLlxlx.109 1-LL2X2X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 Area in2 0 0 0 0 0 0, 0 0 0, 0 0, .422 .206 .484 .261 .206 .315 .261 .206 .261 .261 .206 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. R in .347z .196z ,398z ,247z ,196z ,297z .247z ,196z 247Z .2472 ,196z Shear Ibs 5309 0 0 . 3332 0 0 1864 0 104 469 0 Force Ibs 11839 0 0 4661 0 0 2558 0 140 633 0 Allow ' Ibs 12656 6184 14531 7819 6184 9454 7819 6184 7819 7819 6184 Compressive Shear Ibs 0 1981 4311 0 1726 2629 0 1744 1271 1271 1046 Force Ibs 0 2171 6107 0 1726 3608 0 1744 1714 1714 1046 Allow Ibs 5082 3042 6325 3553 3232 5182 3421 3053 3286 3286 2870 Weld Thick Available X Length .13x3. .11x0 .13x1 .11x1. .11x0, .11x1. .11x0. .11x0. . 11x0 . .11x0, .11x0. .2 .7 .6 .4 .5 .1 .8 .5 .5 .5 ,3 Weld (in) Top/Bottm 4. 2 3 2 2. '3. 2. 2, 2. 2. 2. ,5/ 4 .2/ 1 .6/ 3 .8/2 .3/ 1. .O/ 2. .8/ 2. .3/ 1. .7/2. .7/2. .3/ 1. .4 .9 .4 .6 .8 .8 .5 .8 .5 .5 ,8 Job #6N01790 - S3 Valley Joist West Page 31 VI.92 v By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 76.0/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA . CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J223B 1 - 28LH320/130 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 24.05, Peak @ 15'11.750 = 28.00, Opposite End =24.05 inches Deep. End Lenqth Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope 0.250 0.250 Holes Top Chord Ext Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. Equk 1600# AddLoad on Top chord at panel points. End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep BCX Holdback Pitch 0.250 0.250 EP/#1L 47.750 47.750 27.032 in Effective Depth 24.500 in Clear Depth 569749 in-#Moment 48.000 in Interior Panel 7 web Vees 0.000 0.000 0.000 0.000 0.000 0.000 379.500 in Design length 302 in4 Ix L/1136 Live Defl 1.000 in Chord gap 34.875 in Left End 6060 # SJI reaction Equk 9.000 9.000 Wind 2Liv 0.000 0.000 0.000 0.000 1265 # Minimum Shear 0 in4 Minimum Ix L/ 399 SJI Defl 0.417 in Camber 34.875 in Right End 6060 # SJI reaction 3DLd 0.000 Ki 0.000 Ki Top Chord: 2-LL2x2x.l25 Bridg < 207" Center: Fourth: Tag end panl: First point: Chord shear: Ix= 0.380 L = 24.000 L = 24.000 L = 34.875 V =4308 A = ly= P = P = P = P = C = 0.969 1.441 -21273 -17093 -11267 -11267 17093 Y = Rx = Pax= Paz= Paz= Pa = f v = 0.546 0.626 -22309 -20723 -13811 -26156 * 8615 Fy = Ry = M = M = M = fc = 50000 1.219 639 2264 3580 17644 Bearing seats; Tag End L4x4x.313 Opposite End L4x4x.313 Bot Chord: 2-LL1-1/2X.125 A = Ix= 0.156 Iy= Center: L = 48.000 P = Chord shear: V = 5292 T = Weld Weld 2.89" 2.89" 0.719 0.765 21323 14063 Y = Rx = Pa = fv = 0.421 0.465 21563 14113 Fy = Ry = ft ,= 50000 1.032 19566 Q = 0.834 Rz = 0.398 6 Fillers No Fillers No Filler f = 12331 Q = 0.961 Rz = 0.296 f = 17172 Job #6N01790 - S3 Customer: Valley Joist West Page 32 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J223B 1 - 28LH320/130 x 31'11.500 Special Crimped angle Double pitch Ldngspan With the peak at 15'11.750 Tag End = 24.05, Peak @ 15'11.750 = 28.00, Opposite End = 24.05 inches Deep. Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V3 W7 W8 V4 Sloge 63 24 44 44 0 43 43 0 42, 42 0, .23 .55 .37 .37 .00 .23 .23 .00 .13 .13 .00 in 51. 26. 34, 34. 25. 35. 35. 26. 35. 35. 27. .24 .17 .32 .32 .03 ,04 .04 03 78 .78 .03 Member 2-LLlxlx.l09 l-LLlxlx.109 1-LL2X2X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 Area in2 0 0 0 0 0 0 0 0 0, 0 0. .412 .206 .484 .261 .206 .315 .261 .206 .261 .261 .206 0, 0, 0. 0, 0, 0. 0. 0. c. 0. 0. R in .196z ,196z .398z .247z .1962 .297z ,247z 196z 247z ,247z 196Z Shear Ibs 5292 0 0 3336 0 0 1867 0 425 698 0 Force Ibs 11750 0 0 4666 0 0 2562 0 573 942 0 Allow Ibs 12367 6184 14531 7819 6184 9454 7819 6184 7819 7819 6184 Compressive Shear Ibs 0 2075 4308 0 1984 2632 38 2002 1265 1265 1503 Force Ibs 0 2282 6026 0 1984 3613 52 2002 1706 1706 1503 Allow Ibs 3609 3028 6436 3554 3233 5183 3422 3054 3286 3286 2870 Weld Thick Available X Length .11x3, .11x0. .13x1. .11x1, .11x0. .11x1. .11x0. .11x0. .11x0. .11x0. .11x0. .6 , 7 .6 .4 .6 .1 .8 6 5 5 5 Weld (in) Top/Bottm 7. 2, 3, 2, 2, 3. 2. 2. 2. 2. 2. .1/4 .2/ 1, ,6/ 3 .8/ 2, .3/ 1. .O/ 2, ,8/ 2. 3/ 1. 7/ 2. 7/ 2. 3/ 1. .8 .9 .3 .6 .8 .8 .5 8 5 5 8 Job #6N01790 - S3 Customer Valley Joist West Page 33 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 76.0/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO.PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J224 1 - 28LH320/130 x 31'11.500 .Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 24.05, Peak @ 15'11.750 = 28.00, Opposite End = 24.05 inches Deep. End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope 0.250 0.250 Holes Top Chord Ext BCX Holdback Pitch 0.250 0.250 EP/ttlL 47.750 47.750 Uniform Live load 130 #/ft full length Uniform SJI.load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 2000# AddLoad on Bottom chord at panel points. Dead 2000# AddLoad on Bottom chord at panel points. TC cone loads: Load Spacing Location Point 2000 2000 1000 g End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep 26.835 in Effective Depth 24.000 in Clear Depth 1243638 in-#Moment 48.000 in Interior Panel 7 Web Vees 13'11-3/4 U6 U8 U10 Type SJI, Dead SJI, Dead SJI, Dead Dead Live Equk Wind 2Liv 3DLd 0.000 0.000 9.000 0.000 0.000 0.000 Ki 0.000 0.000 9.000 0.000 0.000 0.000 Ki in Design length 1890 # Minimum Shear in4 Ix Live Defl in Chord gap in Left End # SJI reaction 0 in4 Minimum Ix L/ 392 SJI Defl 0.417 in Camber 34.875 in Right End 11750 # SJI reaction Top Chord: 2-LL2x2x.232 Bridg < 212" Center: Fourth: Tag end panl: First point: Chord shear: Ix= 0.653 L = 24.000 L = 24.000 L = 34.875 V =8973 A = iy=p =p =p =p =c = 1.748 2.712 -46588 -34480 -20011 -20011 34480 Y = Rx = Pax= Paz= Paz = Pa = fv = 0.585 0.611 -47592 -43657 -26984 -47206 9669 Fy = Ry = M = M = M = fc = 50000 1.246 639 2264 3580 19721 Q = 1.000 Rz = 0.392 6 Fillers No Fillers No Filler f = 13810 Job #6N01790 - S3 Customer; Valley Joist West Page 34 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIPICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J224 1 - 28LH320/130 x 31'11.500 Special Crimped angle Double pitch Longspan With the peak at 15'11.750 Tag End = 24.05, Peak @ 15'11.750 = 28.00, Opposite End = 24.05 inches Deep. Bearing seats: Tag End L4x4x.313 Weld 2 Opposite End L4x4x.313 Weld 2 Bot Chord: 2-LL2x2x.216 A - 1.635 Y - Center: Chord Location UO -Ll Ul -Ll U2 -Ll U2 -L3 U3 -L3 U4 -L3 U4 -L5 US -L5 U6 -L5 U6 -L7 U7 -L7 U8 -L7 . US -L9 09 -L9 010 -L9 U10 -Lll Ull -Lll U12 -Lll U12 -L13 U13 -L13 U14 -L13 shear : Web slope W2 63.43 VI 24.73 W3L 44.60 W4L 44.60 V2 0.00 W5 43.45 W6L 43.45 V3 0.00 W7L 42.34 W8 42.34 V4 '0.00 W8 42.34 W7R 42.34 V3 0.00 W6R 43.45 W5 43.45 V2 0.00 W4R 44.60 W3R 44.60 VI 24.73 W2 63.43 Ix= L = V = Length in 51.15 25.99 34.18 34.18 24.84 34.90 34.90 25.84 35.63 35.63 26.84 35.63 35.63 25.84 34.90 34.90 24.84 34.18 34.18 25.99 51.15 0.615 48.000 10147 Member 2-LL1-3/4X.143 1-LL1-1/4X.109 1-LL2X2X.250 1-LL1-1/2X.125 l-LLlxlx.109. 1-LL1-3/4X.156 1-LL1-1/2X.109. l-LLlxlx.109 ' 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/2X.125 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-3/4X.156 l-LLlxlx.109 1-LL1-3/4X.125 2-LL1-1/2X.109 1-LL1-1/4X.109 2-LL1-3/4X.143 Iy= 2.520 P = 47223 T = 27817 Area R in2 in 0.960 0.346Z 0.261 0.247Z 0.938 0.391z 0.359 0.296Z 0.206 0.196Z 0..522 0.345Z 0.315 0.297Z 0.206 0.196Z 0.422 0.347Z 0.261 0.247Z 0.206 0.196Z 0.261 0.247Z. 0.359 0.296Z 0.206 0.196Z 0.261 0.247Z 0.522 0.345Z 0.206 0.196Z 0.422 0.347Z 0.630 0.297Z 0.261 0.247Z 0.960 0.346Z Shear Ibs 10147 0 0 7721 0 0 5790 0 0 1976 0 1355 0 0 5145 0 0 8070 0 0 10511 Rx = Pa ' = fv = Tensile Force Ibs 22684 0 0 10844 0 0 7975 ' 0 0 2673 0 1834 0 0 7087 0 0 11335 0 0 23498 .14" .25" 0.579 0.613 49041 11744 Fv = Ry = ft = 50000 1.242 17017 Compressive Allow Shear Ibs 28803 7819 28125 10781 6184 15650 9454 6184 12656 7819 6184 7819 10781 6184 7819 15650 6184 12656 18907 7819 28803 Ibs 0 3012 8973 0 2812 6828 0 2859 4897 1793 1564 2413 4252 2865 0 7177 2820 0 9337 3015 0 Force Ibs 0 3316 12602 0 2812 9405 0 2859 6625 2425 1564 3265 5753 2865 0 9887 2820 0 13114 3320 0 Allow Ibs 18780 4936 12713 6225 3268 10247 5203 3090 7715 3313 2906 3313 5964 3090 3449 10247 3268 7926 13461 4936 18780 Q Rz f Weld Thick x Length .14x5.3 .11x1.0 .19x2.3 .13x2.9 .11x0.9 .16x2.0 .11x2.5 .11x0.9 ..13x1.8 .11x0.8 .11x0.5 .11x1.0 .13x1.5 .11x0.9 .11x2.2 .16x2.1 .11x0.9 .13x3.1 .11x4.1 .11x1.0 .14x5.5 = 1.000 = 0.392 = 14502 Available Weld (in) Top/Bottm S.9/ S.9 2.5/ 2.7 3.5/ 4.0 3. I/ 3.5 2.3/ 2.3 3.3/ 3.7 3.0/ 3.5 2.3/ 2.3 3.2/ 3.7 2.7/ 3.2 2.3/ 2.3 2.7/ 3.2 3.0/ 3.4 2.3/ 2.3 2.8/ 3.2 3.3/ 3.7 2.3/ 2.3 3.3/ 3.8 4.8/ 4.8 2.5/ 2.7 5.9/ 5.9 Job #6N01790 - S3 Customer Valley Joist West Page 35 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J225 1 - 28LH320/130 x 32' 3.000 Special Crimped angle Double pitch Longspan With the peak at 16' 1.500 Tag End = 24.04, Peak @ 16' 1.500 = 28.00, Opposite End = 24.04 inches Deep. End Lenqth Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope 0.248 0.248 Holes Top Chord Ext E 0' 1.000 E 0' 1.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points. BCX Holdback Pitch 0.248 0.248' EP/#1L 49.500 49.500 TC cone loads:Load 1000 1000 100.0 USE 1" DIA AXIAL TRANSF. End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 28.000 in Deep 26.877 in Effective Depth 24.000 in Clear Depth 904514 in-#Moment 48.000 in Interior Panel 7 Web Vees Top Chord: 2-LL2x2x.l76 Bridg < 209" Ix= 0.516 Center: L = 24.000 Tag end panl: L =35.750 First point: Chord shear: V = 6381 Spacing 14 '1-1/2 4 ' 0 4'0 10'1-1/2 ROD BE - 2" LG WELD Location Point Type 14-1-1/2 lS'1-1/2 22'l-l/2 U6 U8 U10 SJI, SJI, SJI, Dead Dead Dead NtUp Dead Live Equk 0.000 0.000 0.000 9.000 0.000 0.000 0.000 9.000 383.000 in Design length 459 in4 Ix L/1680 Live Defl 1.000 in Chord gap 35.750 in Left End 8419 # SJI reaction 0.000 in Tag TCX Defl Wind 0.000 0.000 2Liv 3DLd 0.000 Ki 0.000 Ki A = Iy= P = P = P =. C = 1.346 2.042 -33780 -15294 -15294 25504 Y = Rx = Pax= Paz= Pa = fv = 0.565 0.619 -36042 -20184 -36343 9064 Fy Ry M M M fc s= = = = = = 50000 1.232 639 2377 3767 18948 0.000 0.000 1652 # Minimum Shear 0 in4 Minimum Ix L/ 391 SJI Defl 0.424 in Camber 35.750 in Right End 8795 # SJI reaction 0.000 in Opp TCX Defl Q = 0.981 Rz = 0.394 6 Fillers No Filler f = 13111 Job #6N01790 - S3 Customer; Vallev Joist West Page 36 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J225 1 - 28LH320/130 x 32' 3.000 Special Crimped angle Double pitch Longspan With the peak at 16' 1.500 Tag End = 24.04, Peak @ 16' 1.500 = 28.00, Opposite End = 24.04 inches Deep. Bearing seats: Tag End L4x4x.313 Weld 2.46" Bot Chord: Opposite .End L4x4x.313 Weld 2 2-LL2X2X.156 A = 1.199 Y = Center: Chord shear : Ix= L = V = 0.464 48.000 7450 Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 U8 US U9 U10 U10 Ull U12 U12 U13 U14 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 Web W2 VI W3L W4L V2 W5 W6 V3 W7L W8 V4 W8 W7R V3 W6 W5 V2 W4R W3R VI W2 Slope 64 26 44 44 0 43 43 0 42 42 0 42 42 0. 43 43, 0 44 44. 26. 64. .24 .41 .53 .53 .00 .39 .39 .00 .29 .29 .00 .29 .29 .00 .39 .39 .00 .53 .53 .41 .24 in 52 26 34 34 24 34 34 25 35 35. 26 35, 35, 25, 34. 34. 24. 34. 34, 26. 52. .74 .42 .22 .22 .89 .94 .94 .89 .66 .66 .88 .66 .66 .89 .94 .94 .89 .22 .22 .42 .74 Member !-LL2x2x.l56 l-LLlxlx.109 1-LL2X2X.176 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X. 109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-3/4X.125 l-LLlxlx.109 1-LL1-1/2X.109 1-LL2X2X.187 l-LLlxlx.109 l-LL2x2x.!56 I P T y= 1.805 Rx = = 34286 Pa = = 20784 fv = Tensile Area in2 0 0 0 0 0 0 0 0 0. 0. 0. 0. 0, 0, 0. 0. 0. 0. 0. 0. 0. .600 .206 .673 .261 .206 .422 .261 .206 .315 .261 .206 .261 .261 .206 .261 .422 .206 .315 ,713 .206 .600 0 0 0 0 0 0 0 0 0 0 0 0 0, 0. 0, 0. 0, 0, 0, 0, 0. R in .396Z . 196Z .394Z .247Z .196Z .3472 .2472 .1962 .2972 ,247z .196Z .247Z ,247z .196Z .2472 .347z . 196Z .297z .394Z , 196Z ,3962 Shear Ibs 7450 0 0 5285 0 0 3646 0 0 1652 0 480 1 0 2999 0 0 5632 0 0 7810 Force Ibs 17143 0 0 7414 0 0 5018 0 0 2233 0 649 1 0 4126 0 0 7900 0 0 17973 .60" 0.558 Fy = 50000 0.622 Ry = 1.227 35980 11939 ft = 17330 Compressive Allow Ibs 17990 6184 20191 7819 6184 12656 7819 6184 9454 7819 6184 7819 7819 6184 7819 12656 6184 9454 21391 6184 17990 Shear Ibs 0 2012 6381 . 0 1768 4520 0 1800 2881 793 778 1652 2233 1805 0 4866 1775 0 6741 2015 0 Force Ibs 0 2247 8951 0 1768 6220 0 1800 3895 1073 778 2233 3019 1805 0 6696 1775 0 9457 2250 0 Allow Ibs 8668 2984 9225 3572 3258 7816 3441 3081 5094 3307 2898 3307 3307 3081 3441 7816 3258 5297 9768 2984 8668 Q = 0.935 Rz f Weld Thick X Length .16x3 .11x0 .18x1 .11x2 .11x0 .13x1 .11x1 .11x0 .11x1. .11x0. .11x0 .11x0. .11x0. .11X0. .11x1, .13x1 .11x0, .11x2, .19x1. .11x0. .16x3. .7 .7 .7 ;3 .5 .7 .6 .6 .2 .7 .2 .7 .9 .6 .3 .8 .5 .4 .7 ,7 .9 = 0.396 = 14752 Available Weld (in) Top/Bottm 4 2 3 2 2 3 2 2 3. 2 . 2 2. 2, 2. 2. 3 2, 3, 3, 2, 4. . 9/ 5 .3/ 2 .6/ 4 . 8/ 3 .3/ 2 .3/3 .8/ 3 .3/ 2. .O/ 3, .1 / 3 . .3/ 2 .7/3. .11 3. .3/2. .8/ 3. .3/ 3. .3/ 2. .1/3. .6/4. .3/2. . 9/ 5 , .9 .5 .0 .3 .3 .7 .2 .3 .4 .2 .3 .2 .2 .3 .2 .7 .3 .5 .0 .5 . .9 Job #6N01790 - S3 Customer: Valley Joist West Page 37 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J230 1 - 24LH320/130 x 33' 4.000 Parallel chord Longspan Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 2000# AddLoad on Bottom chord at panel points. Dead 2000# AddLoad on Bottom chord at panel points. TC cone loads:Load 1000 2000 Spacing 12'8 8'0 12'8 Location 12 '8 20'8 Point U6 U10 Type SJI, Dead SJI , Dead 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE End loads: SJI NtU Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.823 in Effective Depth 20.000 in Clear Depth 1143720 .in-#Moment 48.000 in Interior Panel 8 Web Vees 2" LG WELD Dead Live Equk Wind 2Liv 3DLd 0.000 0.000 0.000 9.000 0.000 0.000 0.000 Ki 0.000 0.000 0.000 9.000 0.000 0.000 0.000 Ki 396.000 in Design length 1695 # Minimum Shear 473 in4 Ix L/1565 Live Defl 1.000 in Chord gap 27.000 in Left End 10659 # SJI reaction 0 in4 Minimum Ix L/ 314 SJI Defl 0.454 in Camber 27.000 in Right End 10901 # SJI reaction Top Chord: 2-LL2x2x.250 Bridg < 213" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.695 L = 24.000 L = 24.000 L = 27.000 V =9033 A = P = P - P = P = C = 1.875 2.930 49919 42543 19821 19821 30180 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.592 0.609 -51013 -46798 -35635 -50625 9033 Fy Ry M M M fc = • = '= = = = 50000 1.250 640 1382 2096 16096 Q = 1.000 Rz = 0.391 4 Fillers No Fillers No Filler f = 12098 Job #6N01790 - S3 Customer: Valley Joist West Page 38 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC. (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J230 1 - 24LH320/130 x 33' 4.000 Special Crimped angle Parallel chord Longspan Bearing seats; Tag End L4x4x.313 Weld 1 Opposite End L4x4x.313 Weld 1 Bot Chord: 2-LL2x2x.232 A - 1.748 Y - Center: Chord shear: Location uo Ul U2 U2 U3 U4 U4 US U6 U6 U7 U8 US U9 U10 U10 Oil U12 U12 U13 U14 U14 UI5 U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9- -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L15 -L15 Web W2 VI W3 W4 V2 W5L W6L V2 W7L W8 V2 W9k W9R V2 we W7R V2 W6R W5R V2 W4 W3 VI W2 Slope 63.61 39.78 19.32 46.44 0.00 46.44 46.44 0.00 46.44 46.44 0.00 46.44 46.44 0.00 46.44 46.44 0.00 46.44 46.44 0.00 46.44 19.32 39.78 63.61 Ix= L = V = Length in 51.35 29.70 24.18 33.12 22.82 33.12 33.12 22.82 33.12 33.12 22.82 33.12 33.12 22.82 33.12 33.12 22.82 33.12 33.12 22.82 33.12 24.18 29.70 51.35 0.653 48.000 9834 Member l-LL2x2x.200 1-LL1-1/4X.109 1-LL2X2X.143 1-LL1-3/4X.125 l-LLlXlx.109 1-LL1-3/4X.156 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlXlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-1/2X.125 1-LL2X2X.143 l-LLlxlx.109 1-LL1-3/4X.125 1-LL2X2X.143 1-LL1-1/4X.109 1-LL2X2X.200 Iy= P = T = Area in2 0.760 0.261 0.552 0.422 0.206 0.522 0.315 0.206 0.422 0.261 0.206 0.315 0.261 0.206 0.261 0.480 0.206 0.359 0.552 0.206 0.422 0.552 0.261 0.760 2.712 Rx = 50112 Pa = 22225 fv = Tensile . R in 0.393Z 0.247Z 0.396z 0.3472 0.196Z 0.345Z 0.297Z 0.196Z 0.347Z 0.247Z 0.196Z 0.297Z 0.247Z 0.196Z 0,.247z 0.346Z 0.196Z 0.296Z 0.396Z 0.196Z 0.347Z 0.396Z 0.247Z 0.393Z Shear Ibs 9834 0 0 8111 0 0 6346 0 0 3581 0 1189 1946 0 2824 0 '0 6588 0 0 8353 0 0 10077 Force Ibs 22126 0 0 11770 0 0 9209 0 0 5197 0 1725 2824 0 4097 0 0 9561 0 0 12122 0 0 22672 .79" .86" 0.585 Fy - 50000 0.611 Ry = 1.246 52451 10597 ft = 12712 Compressive Allow Ibs 22800 7819 16547 12656 6184 15650 9454 6184 12656 7819 6184 9454 7819 6184 7819 14402 6184 10781 16547 6184 12656 16547 7819 22800 Shear Ibs 0 2796 9033 0 2791 7228 0 2853 5464 566 2886 2699 1941 2890 1324 5706 2859 0 7471 2795 0 9276 2798 0 Force Ibs 0 3638 9572 0 2791 10489 0 2853 7928 822 2886 3916 2817 2890 1921 8280 2859 0 10841 2795 0 9829 3641 0 Allow Ibs 11533 4353 10426 8077 3612 10622 5449 3612 8077 3770 3612 5449 3770 3612 3770 9568 3612 6411 11303 3612 8077 10426 4353 11533 Q Rz f Weld Thick x Length .19x4.0 .11x1.1 .14x2.3 .13x3.2 .11x0.9 .16x2.3 .11x2.8 .11x0.9 . 13x2 . 1 .11x1.6 .11x0.9 .11x1.2 .11x0.9 .11x0.9 .11x1.3 .14x1.9 .11x0.9 .13x2.6 . 14x2 . 6 .11x0.9 .13x3.3 . 14x2 . 3 .11x1.1 .19x4.1 = 1.000 = 0.392 = 12357 Available Weld (in) Top/Bottm 4.8/ 2.7/ 3.2/ 3.4/ 2.3/ 3.4/ 3. 1/ 2.3/ 3.4/ 2.9/ 2.3/ 3. I/ 2.9/ 2.3/ 2.9/ 3.4/ 2.3/ 3. I/ 3.6/ 2.3/ 3.4/ 3.2/ 2.7/ 4.8/ 5.8 3.1 3.3 3.9 2.3 3.9 3.6 2.3 3.9 3.4 2.3 3.6 3.4 2.3 3.4 3.9 2.3 3.6 4.1 2.3 3.9 3.3 3.1 5.8 Job #6N01790 - S3 Customer: Valley Joist West Page.39 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Proj ect: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J232 3 - 24LH320/130 x 33'11.250 Special Crimped angle Parallel chord Longspan End Length Depth Tag 5.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtUi Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 0.000 0.000 22.952 in Effective Depth 20.250 in Clear Depth 642848 in-#Moment 48.000 in Interior Panel 8 Web Vees Dead Live 0.000 0.000 0.000 0.000 403.250 in Design length 282 in4 Ix L/ 883 Live Defl 1.000 in Chord gap 28.812 in Left End 6377 # SJI reaction Eauk Wind 2Liv 3DLd 9.000 0.000 0.000 0.000 Ki 9.000 0.000 0.000 0.000 Ki 1344 # Minimum Shear 0 in4 Minimum Ix L/ 312 SJI Defl 0.471 in Camber 28.812 in Right End 6377 # SJI reaction Top Chord; 2-LL2x2x.l56 Bridg < 209" Ix= 0.464 Center: L = 24.000 Tag end panl: L = 28.812 First point: Chord shear: V = 5081 Bearing seats: Tag End L4x4x.313 Weld Opposite End L4x4x.313 Weld Bot Chord; 2-LL1-3/4X.143 A = 0.960 Y Ix= 0.283 Iy= 1.225 Rx Center: L = 48.000 P = 28008 Pa Chord shear: V = 5878 T = 13722 fv A = Iy= P = P = P =P _ 1.199 1.805 -27612 -11781 -11781 18087 Y = Rx .= Paz = Paz= Pa = fv = 0.558 0.622 -28317 -21046 -32382 8143 Fy Ry M M M fc = = = = = IZ 50000 1.227 640 1564 2406 15081 2.34" 2.34" 0.490 0.543 28803 11745 Fy Ry 50000 1.130 Q = 0.935 Rz = 0.396 No Fillers No Filler f = 11098 ft = 14292 Q = 0.953 Rz = 0.346 f = 13748 Job #6N01790 - S3 Customer: Valley Joist West Page 40 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J232 3 - 24LH320/130 x 33'11.250 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 US -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 63 36 26 46 0 46. 46, 0. 46. 46. 0. 46. .48 .83 .86 .28 .00 .28 .28 .00 .28 .28 .00 .28 in 51 28 25 33 22 33. 33. 22. 33. 33, 22. 33. .41 .67 .73 .21 .95 .21 .21 ,95 .21 .21 .95 .21 Member 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 1-LLlxlx. 109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0 0 0 0 0. 0. 0, 0, 0. 0, 0. 0. .480 .206 .422 .261 .206 .315 .261 .206 .261 .261 .206 .261 0 0 0 0 0 0 0. 0. 0, 0. 0. 0, R in .3462 .196z .347z .247Z .196z .297z ,247z ,196z ,247z .247Z .196z .247Z Shear Ibs 5878 0 0 4318 0 • 0 2919 0 0 1520 0 250 Force Ibs 13167 0 0 6247 0 0 4223 0 0 2199 0 362 Allow Ibs 14402 6184 12656 7819 6184 9454 7819 6184 7819 7819 6184 7819 Compressive Shear Ibs 0 1815 5081 0 1730 3618 0 1762 2219 0 1778 1344 Force Ibs 0 2268 5696 • 0 1730 5235 0 1762 3211 0 1778 1945 Allow Ibs 5764 2561 6865 3754 3590 5437 3754 3590 3754 3754 3590 3754 Weld Thick Available X Length .14x3 .11x0 .13x1 .11x1, .11x0, .11x1, .11x1. .11x0, .11x1, .11x0, .11x0, .11x0. .1 .7 .5 .9 .5 .6 .3 .5 .0 .7 .5 .6 Weld (in) Top/Hot tm 4 2 3 2 2 3. 2. 2. 2 2 2, 2. .57 .47 .O/ .97 .3/ .!/ .97 .37 .97 .97 .37 .97 4.9 2.4 2.9 3.0 2.0 3.2 3.0 2.0 3.0 3.0. 2.0 3.0 Job #6N01790 - S3 Valley Joist West Page 41 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN ,**NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J234 3 - 24LH320/130 X Parallel chord Longspan 33'11.250 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtU Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.871 in Effective Depth 20.000 in Clear Depth 844473 in-#Moment 48.000 in Interior Panel 8 Web Vees Dead Live Equk 0.000 0.000 0.000 9.000 0.000 0.000 0.000 0.000 0.000 9.000 0.000 0.000 403.250 in Design length 1344 # Minimum Shear Wind 0.000 0.000 2Liv 3DLd 0.000 Ki 0.000 Ki 350 in4 Ix L/1096 Live Defl 1.000 in Chord gap 28.812 in Left End 8377 # SJI reaction 0 in4 Minimum Ix L/ 308 SJI Defl 0.471 in Camber 28.812 in Right End 8377 # SJI reaction Top Chord: 2-LL2x2x.l87 Bridg < 210" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.544 L = 24.000 L = 24.000 L = 28.812 V =6795 A = ly= P = P = P = P = C = 1.426 2.173 -36401 -32215 -15387 -15387 23845 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.569 0.617 -38870 -35660 -26111 -38504 9085 Fy = Ry = M = M = M = fc = 50000 1.234 640 1564 2406 16721 Bearing seats; Tag End L4x4x.313 Weld 1.95" Opposite End L4x4x.313 Weld 1.95" Bot Chord; 2-LL2x2x.l63 A = 1.251 Ix= 0.482 Iy= 1.888 Center: L = 48.000 P = 36924 Y = 0.560 Rx = 0.621 Pa = 37526 Fy Ry 50000 1.229 Q = 1.000 Rz = 0.394 4 Fillers No Fillers No Filler f = 12346 Q = 0.952 Rz = 0.395 •Chord shear: V = 7650 T = 18090 fv = 11734 ft =14462 f = 13783 Job #6N017'90 - S3 Customer: Valley Joist West Page 42 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Project: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Conunents: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J234 3 - 24LH320/130 x 33'11.250 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 02 U3 U4 U4 US U6 U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI . W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 63. 36, 26. 46. 0. 46. 46. 0. 46. 46. 0. 46. .56 .93 .94 .33 .00 .38 .38 .00 .38 .38 .00 .38 in 51. 28, 25. 33 22. 33. 33. 22, 33. 33. 22. 33. .37 .61 .66 .15 .87 .15 .15 .87 .15 .15 .87 .15 Member !-LL2x2x.lS6 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-3/4X.125 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0 0 0, 0 0 0 0. 0, 0, 0. 0, 0. .600 .261 .480 .315 .206 .422 .261 .206 .315 .261 .206 ,261 0 0 0 0 0 0 0 0. 0. 0 0 0. R in .396z .247z .346Z .297z .196z .347Z .247Z .196z ,297z .247z .196z .247z Shear Ibs 7650 0 0 5913 0 0 4276 0 14 2639 0 1131 Force Ibs 17184 0 0 8571 0 0 6198 0 21 3825 0 1640 Allow Ibs 17990 7819 14402 9454 6184 12656 7819 6184 9454 7819 6184 7819 Compressive Shear Ibs 0 2830 6795 0 2759 5094 0 2801 3457 573 2822 1820 Force Ibs 0 3540 7623 0 2759 7384 0 2801 5011 . 830 2822 2638 Allow Ibs 8983 4529 8048 5445 3604 8072 • 3764 3604 5445 3764 3604 3764 Weld Thick Available X Length .16x3 .11x1. .14x1. .11x2 .11x0 .13x2 .11x1. .11x0. .11x1. .11x1. .11x0. .11x0. .7 .1 .8 .6 .9 .0 .9 .9 .5 .2 .9 .8 Weld (in) Top/Bottm 4 2 3 3 2 3 2. 2. 3. 2. 2. 2. .8/ 5 .6/ 3 .O/ 3 • I/ 3 .3/ 2 • 4/ 3 . 9/ 3 .3/ 2. ,!/ 3, ,9/ 3. ,3/ 2. .9/3. .8 .0 .2 .6 .3 .9 .4 .3 .6 .4 .3 .4 Job #6N01790 - S3 Customer: Valley Joist West Page 43 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J236B 1 - 24LH320/130 x Parallel chord Longspan 33' 4.000 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. Equk 1600# AddLoad on Top chord at panel points. 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtU: Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 0.000 0.000 22.952 in Effective Depth 20.250 in Clear Depth 621720 in-#Moment 48.000 in Interior Panel 8 Web Vees Dead Live 0.000 0.000 0.000 0.000 396.000 in Design length 282 in4 Ix L/ 932 Live Defl 1.000 in Chord gap 27.000 in Left End 6280 # SJI reaction Equk 9.000 9.000 Wind 0.000 0.000 2Liv 0.000 0.000 1320 # Minimum Shear 0 in4 Minimum Ix L/ 329 SJI Defl 0.454 in Camber 27.000 in Right End 6280 # SJI reaction. 3DLd 0.000 Ki 0.000 Ki Top Chord: 2-LL2x2x.l56 Bridg < 209" Ix= 0.464 Center: L = 24.000 Tag end panl: L = 27.000 First point: Chord shear: V = 5064 A = 1.199 Iy= 1.805 P = -26690 P = -12110 P = -12110 C = 17138 Y = 0.558 Rx = 0.622 Paz= -28317 Paz= -21862 Pa = -32382 fv = 8115 Fy = 50000 Ry = 1.227 M = 640 M = 1382 M = 2096 fc = 14290 Bearing seats: Tag End L4x4x.313 Weld 2.33" Opposite End L4x4x.313 Weld 2.33" Bot Chord: 2-LL1-3/4X.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 1.225 Rx = 0.543 Center: L = 48.000 P = 27088 Pa = 28803 Chord shear: V = 5804 T = 12760 fv = 11596 Fy Ry 50000 1.130 Q = 0.935 Rz = 0.396 No Fillers No Filler f = 10812 ft = 13291 Q = 0.953 Rz = 0.346 f = 13365 Job #6N01790 - S3 Customer: Valley Joist West Page 44 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J236B 1 - 24LH320/130 x 33' 4.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul 02 U2 U3 U4 U4 US U6 U6 U7 US -LI -LI -LI -L3 . -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 . W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 63 39 19 46 0 46 46 0 . 46. 46. 0, 46. .48 .62 .22 .28 .00 .28 .28 .00 .28 .28 .00 .28 in 51 29 24 33 22 33 33 22 33, 33, 22, 33. .41 .80 .31 .21 .95 .21 .21 .95 .21 .21 .95 .21 Member 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-1/2X.125 1-LL1-1/4X.109 l-LLlXlx.109 1-LL1-1/2X.109. 1-LL1-1/4X.109 l-LLlXlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0, 0, 0 0, 0, 0 0, 0, 0. 0. 0. 0. .480 .261 .359 .261 .206 .315 .261 .206 .261 ,261 .206 ,261 0 0 0 0 0, 0 0 0, 0, 0. 0. 0. R in ,346z .247Z .296z .247z ,196z .297Z ,247z .196Z .247Z .247z .196Z ,247z Shear Ibs 5804 0 0 4323 0 0 2922 0 0 1521 0 567 Force Ibs 13000 0 0 6255 0 0 4227 0 0 2200 0 820 Allow Ibs 14402 7819 10781 7819 6184 9454 7819 6184 7819 7819 6184 7819 Compressive Shear Ibs 0 1981 5064 0 1985 3622 0 2017 2221 184 2032 1320 Force Ibs 0 2572 5362 0 1985 5241 0 2017 3214 266 2032 1910 Allow Ibs 5764 4336 5352 3754 3590 5437 3754 3590 3754 3754 3590 3754 Weld Thick Lenqt .14x3 .11x0, .13x1, .11x1. .11x0, .11x1, .11x1. .11x0. .11x1. .11x0. .11x0. .11x0. Available X :h .1 .8 .4 .9 .6 .6 .3 ,6 .0 ,7 .6 6 Weld (in) Top/Bottm 4 2, 2, 2, 2. 3, 2. 2. 2. 2. 2. 2. .5/ 4.9 .7/ 2.8 ,7/ 2.6 ,9/ 3.0 .3/ 2.0 .1/3.2 . 9/ 3.0 ,3/ 2.0 ,9/ 3.0 9/ 3.0 3/ 2.0 9/ 3.0 Job #6N01790 - S3 Customer: Valley Joist West Page 45 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J210 1 - 24LH320/130 x 34'10.000 Special Crimped angle Parallel chord Longspan End Length Tag 5.000 Opp 6.000 Jgepth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. SJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points. 2-1/2" SHORT BEARING TE SEE TC REINF. DETAIL TE End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep Live Equk 0.000 50.000 0.000 50.000 22.843 in Effective Depth 20.000 in Clear Depth 1097511 in-#Moment 48.000 in Interior Panel 8 Web Vees NtUp Dead 0.000 0.000 0.000 0.000 414.000 in Design length 410 in4 Ix L/1188 Live Defl 1.000 in Chord gap 31.500 in Left End 8520 # SJI reaction Wind 0.000 0.000 2Liv 0.000 0.000 1380 # Minimum Shear 0 in4 Minimum Ix L/ 336 SJI Defl 0.496 in Camber 31.500 in Right End 8520 # SJI reaction 3DLd 0.000 Ki 0.000 Ki Top Chord: 2-LL2x2x. Bridg < 213" Center: Sixth: Tag end panl : First Chord point : shear : Ix= L L L V = = = = 0 24 24 31 250 .695 .000 .000 .500 6803 A - Iy= P = P = P = P = C = 1.875 2 .930 -48045 -45751 -35601 -35601 41163 Y - Rx = Pax= Paz= Pax= Pa = fv .= 0.592 0.609 -51013 -.46798 -40632 -50625 6803 Fy -JL Ry = M = M = M = fc = 50000 1.250 639 1857 2901 21954 Bearing seats: Tag End L4x4x.313 Weld 7.30" Opposite End L4x4x.313 Weld 7.30" Bot Chord: 2-LL2x2x.l76 A = 1.346 Ix= 0.516 Iy= 2.042 Center: L = 48.000 P = 38603 Y = 0.565 Rx = 0.619 Pa = 40381 Fy Ry 50000 1.232 Q = 1.000 Rz = 0.391 4 Fillers No Fillers Filler Reqd f = 12914 Q = 0.981 Rz = 0.394 _ 14800 x -716*7 rd Job #6N01790 - S3 Customer: Valley Joist West Page 46 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Project: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J210 1 - 24LH320/130 x 34'10.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 U5 U6 U6 U7 D8 US U9 DID U10 Ull U12 U12 U13 O14 U14 U1S D16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L1S -L15 Web W2L VI . W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 W9 V2 W8 W7 V2 W6 W5 V2 W4 W3 VI W2R Slope 63 32 36 46 0 46 46 0 46 46 0 46 46 0 46 46 0 46 46 0. 46. 36, 32. 63. .59 .41 .66 .41 .00 .41 .41 .00 .41 .41 .00 .41 .41 .00 .41 .41 .00 .41 .41 .00 .41 .66 .41 .59 in 51. 27 28 33. 22 33 33 22 33. 33. 22. 33. 33, 22. 33. 33. 22. 33. 33. 22. 33. 28. 27. 51. .36 .06 .47 .13 .84 .13 .13 .84 .13 .13 .84 .13 .13 .84 ,13 .13 84 13 13 84 13 47 06 36 Member 2-LL1-1/2X.109 1-LL1-1/4X.109 1-LL2X2X.143 1-LL1-1/2X;109 l-LLlxlx.109 1-LL1-3/4X.12S 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/2X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-3/4X.125 l-LLlxlx.109 1-LL1-1/2X.109 1-LL2X2X.143 1-LL1-1/4X.109 1- R7 - 7/8 Area in2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. •o. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 630 261 552 315 206 422 261 206 315 261 206 261 261 206 261 315 206 261 422 206 315 552 261 601 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0. 0, 0. 0, R in .297Z .2472 .396z .2972 .1962 .3472 .2472 .196z .2972 .2472 .1962 -247Z .247Z .1962 .2472 .2972 .196Z .2472 .347Z .1962 .297Z .3962 .247Z .219 Shear Ibs . 7767 0 0 5890 0 0 4262 0 28 2634 0 1136 1136 0 2634 28 0 4262 0 0 5890 0 0 7767 Force Ibs 17462 0 0 8543 0 0 6181 0 41 3820 0 1648 1648 0 3820 . 41 0 6181 0 0 8543 0 0 17462 Allow Ibs 18907 7819 16547 9454 6184 12656 7819 6184 9454 7819 6184 7819 7819 6184 7819 9454 6184 7819 12656 6184 9454 16547 7819 18040 Compressive Shear Ibs 0 2990 6803 0 2846 5076 0 2869 3448 582 2880 1820 1820 2880 582 3448 2869 0 5076 2846 0 6803 2990 0 Force Ibs 0 3542 8481 0 2846 7362 0 2869 5001 844 2880 2640 2640 2880 844 5001 2869 0 7362 2846 0 8481 3542 0 Allow Ibs 10590 4773 9247 5447 3608 8075 3767 3608 5447 3767 3608 3767 3767 3608 3767 5447 3608 3767 8075 3608 5447 9247 4773 2896 Weld Thick Available X Length .11x5 .11x1 .14x2 .11x2. .11x0 .13x2 .11x1 .11x0 .11x1. .11x1 .11x0. .11x0. .11x0. .11x0. .11x1, .11x1. .11x0. .11x1. .13x2. .11x0. .11x2. .14x2. .11x1. .22x1. .4 .1 .0 .6 .9 .0 .9 .9 .5 .2 .9 .8 .8 .9 .2 ,5 .9 9 0 9 6 0 1 9 Weld (in) Top/Bottm 6 2 3 3 2 3 2 2 3. 2. 2. 2. 2. 2. 2, 3. 2. 2. 3. 2. 3. 3. 2. .!/ 6.1 .6/ 2.9 .31 3.7 .!/ 3.6 .3/ 2.3 .4/ 3.9 .9/ 3.4 .3/ 2.3 .!/ 3.6 .31 3.4 .3/ 2.3 . 9/ 3.4 . 9/ 3.4 ,3/ 2.3 . 9/ 3.4 , I/ 3.6 3/ 2.3 9/ 3.4 4/ 3.9 3/ 2.3 1/3.6 3/3.7 6/ 2.9 Job #6N01790 - S3 Valley Joist West Page 47 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN . **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J211 2 - 24LH320/130 x Parallel chord Longspan 34'10.000 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 2-1/2" SHORT BEARING TE USE 7/8" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtU' Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.947 in Effective Depth 20.250 in Clear Depth 674820 in-#Moment 48.000 in Interior Panel 8 Web Vees Dead Live 0.000 0.000 0.000 0.000 414.000 in Design length 295 in4 Ix 0.000 0.000 Equk Wind 2Liv 3DLd 9.000 0.000 0.000 0.000 Ki 9.000 0.000 0.000 0.000 Ki 1380 # Minimum Shear 0 in4 Minimum Ix L/ 853 Live Defl 1.000 in Chord gap 31.500 in Left End 6520 # SJI reaction L/ 303 SJI Defl 0.496 in Camber 31.500 in Right End 6520 # SJI reaction Top Chord: 2-LL2x2x.l56 Bridg < 209" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 0.464 L = 24.000 L = 24.000 L =31.500 V =5108 A = ly= P = P = P = P = C = 1.199 1.805 -29012 -25850 -12005 -12005 19525 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.558 0.622 -30716 -28317 -19782 -32382 8186 Fy Ry M M M fc = 50000 1.227 640 1857 2901 16280 Bearing seats: Tag End L4x4x.313 Weld 2.38" Opposite End L4x4x.313 Weld 2.38" Bot Chord: 2-LL1-3/4X.156 A = 1.043 Y = 0.495 Ix= 0.306 Iy= 1.339 Rx = 0.541 Center: L = 48.000 P= 29408 Pa= 31300 Chord shear: V = 5989 T = 15176 fv = 10969 Fy Ry 50000 1.133 Q = 0.935 Rz = 0.396 4 Fillers No Fillers No Filler f = 11544 ft = 14546 Q = 0.985 Rz = 0.345 f = 13161 Valley Joist West Page 48 VI.92 Job #6N01790 - S3 By GS 15:27 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 . PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J211 2 - 24LH320/130 x 34'10.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 . -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 63 32, 36 46 0 46 46 0 46 46. 0. 46. .49 .29 .53 .28 .00 .28 .28 .00 .28 .28 ,00 .28 in 51 27, 28 33 22 33 33 22 33, 33. 22. 33. .41 .14 .56 .21 .95 .21 .21 .95 .21 .21 .95 .21 Member 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-3/4X.143 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 Area in2 0. 0. 0, 0 0 0, 0 0, 0, 0. 0. 0. .480 .206 .480 .261 .206 .315 .261 .206 .261 ,261 .206 .261 0 0 0 0 0 0, 0 0, 0, 0. 0. 0. R in .346z .1962 .346z .2472 .1962 .2972 .2472 .1962 .2472 ,247z .1962 .2472 Shear Ibs 5989 0 0 4310 0 0 2914 0 0 1518 0 252 Force Ibs 13416 0 0 6236 0 0 4216 0 0 2197 0 365 Allow Ibs 14402 6184 14402 7819 6184 9454 7819 6184 7819 7819 6184 7819 Compressive Shear Ibs 0 1891 5108 0 1738 3612 0 1769 2216 0 1785 1380 Force Ibs 0 2237 6357 0 1738 5226 0 1769 3207 0 1785 1997 Allow Ibs 5764 2849 7066 3754 3591 5438 3754 3591 3754 3754 3591 3754 Weld Thick Available X Length .14x3 .11x0 .14x1 .11x1 .11x0 .11x1 .11x1 .11x0 .11X1, .11x0. .11x0. .11x0. .2 .7 .5 .9 .5 .6 .3 .5 .0 ,7 .6 .6 Weld (in) Top/Bottm 4 2 3 2 2 3, 2 2, 2. 2. 2. 2. .5/ 5.0 .3/ 2.3 . I/ 3.1 .9/ 3.0 .3/ 2.0 .!/ 3.2 .9/ 3.0 ,3/ 2.0 . 9/ 3.0 9/ 3.0 ,3/ 2.0 , 9/ 3.0 Job #6N01790 - S3 Customer: Valley Joist West Page 49 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J212 1 - 18LH320/130 x Parallel chord Longspan 28' 3.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E 0' 1.000 BCX Holdback Pitch EP/#1L 42.000 42.000 Uniform Live load 130 #/ft full length Uniform SJI load 320 #/ft full length Uniform Dead load 190 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. USE 3/4" DIA AXIAL TRANSF. ROD TE - 2" LG WELD End loads: SJI NtUp Dead Live Left TC axial load: 0.000 Right TC axial load: 0.000 18.000 in Deep 16.952 in Effective Depth 14.250 in Clear Depth 457833 in-#Moment 48.000 in Interior Panel 7 Web Vees 0.000 0.000 0.000 0.000 0.000 0.000 335.000 in Design length 154 in4 Ix L/ 842 Live Defl 1.000 in Chord gap 23.750 in Left End 5467 # SJI reaction 0.000 in Tag TCX Defl Equk Wind 2Liv 3DLd 9.000 0.000 0.000 0.000 Ki 9.000 0.000 0.000 0.000 Ki 1117 # Minimum Shear 0 in4 Minimum Ix L/ 290 SJI Defl 0.325 in Camber 23.750 in Right End 5467 # SJI reaction Top Chord: 2-LL2x2x.l56 Bridg < 209" Ix= 0.464 Center: Tag end panl: First point: Chord shear: L = 24.000 L = 23.750 V =4375 A = P = P = P = C = 1.199 1.805 27008 11870 11870 18136 Y = 0.558 Rx = 0.622 Paz=, -28317 Paz= -23254 Pa = -32382 fv = 7011 Fy = 50000 Ry = 1.227 M = 640 M = 1087 M = 1586 fc = 15122 Q = 0.935 Rz = 0.396 No Fillers No Filler f = 10311 Bearing seats: Tag End L4x4x.313 Opposite End L4x4x.313 Bot Chord: 2-LL1-3/4X.143 A = 0.960 Ix= 0.283 Iy= 1.225 Center: L = 48.000 P = 26453 Chord shear: V = 5031 T = 13146 Weld Weld Y Rx Pa fv 2.27" 2.27" 0.490 0.543 28803 10051 Fy = 50000 Ry = 1.130 Q = 0.953 Rz = 0.346 ft = 13692 f = 12161 Job #6N01790 - S3 Customer: Valley Joist West Page 50 VI.92 By GS 15:27 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J212 1 - 18LH320/130 x 28' 3.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 02 U3 O4 O4 US U6 U6 U7 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 Slope 67 43 23 54 0 54 54 0 54 54, 0, .03 .79 .87 .77 .00 .77 .77 .00 .77 .77 .00 in 43, 23. , 18. 29 16, 29, 29. 16. 29. 29. 16. .44 .48 .54 .38 .95 .38 .38 ,95 ,38 38 95 Member 1-LL1-3/4X.143 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/2X.109 1-LL1-1/4X.109 l-LLlxlx.109 1-LL1-1/4X.109 1-LL1-1/4X.109 l-LLlxlx.109 Area in2 0 0 0 0 0 0 0 0 0 0 0, .480 .206 .315 .261 .206 .315 .261 .206 .261 .261 .206 0, 0, 0, 0 0, 0, 0, 0. 0. 0. 0. R in .3462 ,196z .297Z .2472 .1962 .2972 .2472 .1962 .2472 ,2472 1962 Shear Ibs 5031 0 0 3667 0 0 2243 0 0 1117 . 0 Force Ibs 12892 0 . 0 6355 0 0 3888 0 0 1936 0 Allow Ibs 14402 6184 9454 7819 6184 9454 7819 6184 7819 7819 6184 Compressive Shear Ibs 0 1676 4375 0 1731 2955 0 1764 1532 238 1775 Force Ibs 0 2322 4784 0 1731 ' 5122 0 1764 2655 413 1775 Allow Ibs 7551 3501 5907 4404 4510 5942 4404 4510 4404 4404 4510 weld Thick Lenqt . 14x3 .11x0 .11x1, .11x2 .11x0 .11x1, .11x1, .11x0. .11x0. .11x0. .11x0. Available X :h .0 .7 .5 .0 .5 .6 .2 ,5 .8 .6 5 Weld (in) Top/Bottm 5 2 2 3 2 3, 3. 2 3. 3. 2. .O/ S .5/ 2 .I/ 2 .2/ 3 .3/ 2 ,5/ 3 .2/ 3, ,3/ 2. ,2/ 3, ,2/ 3. 3/ 2. .5 .7 .6 .5 .0 .8 .5 .0 .5 ,5 ,0 Job #6N01790G - S3 Customer: Valley Joist West Page 1 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project:BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G30 1 - 24G5N13.0/6.0 x 35' 2.375 Special Crimped angle Parallel chord Girder End Tag Opp Length 6.000 6.000 Depth 6.000 6.000 Holes Y Y Top Chord Ext SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads: Load 13000 7000 6000 13000 7000 6000 13000 7000 6000 13000 7000 6000 26000 14000 12000 13000 7000 6000 13000 7000 6000 NO TC HOLES End loads: Left TC axial load: 0. Right TC axial load: 0. Spacing 6-2-1/2 0 ' 0 0 ' 0 4 '8-1/2 0 ' 0 0 ' 0\J \J 2 r 8 0 ' 0 0 1 0\j 2-0-1/2 0 ' 0 0 ' 0 6 ' 6 0 ' 0 0 ' 0 6-2-1/2 0 ' 0 0 ' 0 1 ' 0 0 ' 0 0 ' 0 5-10-3/8 SJI NtUp 000 0.000 000 0.000 Location Point T 6-2-1/2 U4 6-2-1/2 U4 6-2-1/2 U4 10-11 U6 10-11 U6 10-11 U6 13 ' 7 U8 13-7 U8 13-7 U8 15-7-1/2 U9 15-7-1/2 U9 15-7-1/2 U9 22-1-1/2 U12 22-1-1/2 U12 22-1-1/2 U12 28-4 U16 28-4 U16 28-4 U16 29-4 U17 29'4 U17 29'4 U17 Dead Live 0.000 0.000 30 0.000 0.000 30 S D L S D L S D L S D L S D L Si D> L S, Di L: Equk .000 .000 BCX Holdback 2 0' 1.500 2 0' 2.000 Type Dead Pitch EP/#1L 74.500 70.375 Wind 0.000 0.000 0 0 2Liv 000 000 3DLd 0.000 Ki 0.000 Ki Job #6N01790G - S3 Customer; Valley Joist West Page 2 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 Project: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G30 1 - 24G5N13.0/6.0 x 35' 2.375 Special Crimped angle Parallel chord Girder 24.000 in Deep 21.042 in Effective Depth 14.000 in Clear Depth 6711378 in-#Moment 52.375 in Interior Panel 10 Web Vees 418.375 in Design length 13000 # Minimum Shear 2649 in4 Ix L/ 580 Live Defl 1.000 in Chord gap 16.625 in Left End 50219 # SJI reaction 0 in4 Minimum Ix L/ 264 SJI Defl 0.506 in Camber 18.594 in Right End 55781 # SJI reaction Top Chord: 2-LL5x5x.625 Ix= 27.156 Center: L = 26.750 Chord shear: V = 50135 A = 11.719 Iy= 73.059 P =-318957 C = 128251 Y = 1.479 Fy = 50000 Rx = 1.5.22 Ry = 2.497 Paz=-321955 M = 0 fv = 8022 fc = 10944 Q = 1.000 Rz = 0.978 No Fillers f = 9710 Bearing seats; Tag End LLV5x3 . Opposite End LLV5x3 . Bot Chord: 2-LL5x5x.625 A = Center : Chord shear: Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 U8 US U9 U10 U10 Ull U12 U12 U13 U14 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 Web W2L VI W3L W4L V2 W5L W6L V3 W7L W8L V4 W9L W10L V5 W11L W11R V6 W10R W9R V4 W8R Slope 58.25 39.55 3.40 41.51 0.00 41.51 46.44 0.00 58.53 42.08 0.00 31.71 49.34 0.00 51.81 50.61 0.00 50.61 41.51 0.00 41.51 Ix= L = V = Length in 39.98 27.29 21.08 28.10 21.04 28.10 30.53 ' 21.04 40.30 28.35 21.04 24.73 32.30 21.04 34.03 33.16 21.04 33.16 28.10 21.04 28.10 27.156 52.375 50138 Member 2-LL3X3X.281 1-LL1-1/4X.109 2-LL2x2x.2SO 2-LL2-1/2X.250 l-LLlxlx.109 2-LL3X3X.250 2-LL2x2x.250 1-LL1-1/4X.109 2-LL3X3X.250 2-LL2x2x.l43 1-LL1-1/2X.109 2-LL2x2x.l56 1-LL2X2X.176 1-LL2X2X.163 1-LL2X2X.187 2-LL1-3/4X.143 1-LL1-1/2X.125 l-LL2x2x.!87 2-LL2x2x.216 1-LL1-1/2X.109 2-LL2x2x.l76 ly= P = T = Area in2 3.214 0.261 1.875 2.375 0.206 2.875 1.875 0.261 2.875 1.103 0.315 1.199 0.673 0.625 0.713 0.960 0.359 0.713 1.635 0.315 1.346 5x.5 Weld 5 5x.5 Weld 5 11.719 Y - .30" .90" 1.479 Fv = 50000 73.059 Rx = 1.522 Ry = 2.497 315484 Pa = 351563 83988 fv = 8022 ft = 7167 Tensile Corapressive 0. 0 0 0. 0, 0 0. 0. 0. 0, 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. R in . 92 6x .247z .609x . 769x .196z .930x . 609x .247z , 930x . 624x .2972 , 622x ,3942 .395Z ,394z ,543x ,296z .394z ,613x .2972 ,619x Shear Ibs 50138 0 12534 50090 0 12511 36993 0 9228 23865 0 5959 13000 0 13000 3250 0 13000 7353 0 29455 Force Ibs 95274 0 12556 66894 0 16709 53679 0 17675 32155 0 7004 19953 0 21027 5121 0 20485 9819 0 39337 Allow Ibs 96422 7819 56250 71250 6184 86250 56250 7819 86250 33093 9454 35980 20191 18763 21391 28803 10781 21391 49041 9454 40381 Shear Ibs 12534 1249 50135 12523 2565 50046 9248 4223 36911 5966 5847 23834 3250 14000 3250 13000 6240 3250 29411 5653 7364 Force Ibs 23819 1620 50223 16724 2565 66835 13420 4223 70700 8039 5847 28016 4988 14000 5257 20485 6240 5121 39277 5653 9834 Allow Ibs 85409 3177 49807 62488 2675 75132 45615 4617 70382 25152 6109 29200 12405 14317 12619 20852 7252 12949 40851 6109 33159 Q = 1.000 Rz = 0.978 f = 8786 Weld Available Thick x Length . 28x11. 4M .11x0.5 .19x9.0 .25x9.0M .11x0.8 .25X9.0M .19x9.6 .11x1.3 .19x12.7 .14x7.6 .11x1.8 .16x6.0 .18x3.8 .16x2.9 .19x3.8 . 14x4 . 8 .13x1.7 .19x3.7 .19x7.0 .11x1.7 .18x7.5 Weld (in) Top/Bottm 14.7/14.7 3.6/ 3.9 10.6/10.6 11.6/11.6 3.0/ 3.0 11.7/11.7 12.2/12.2 3.3/ 3.3 14.9/14.9 11.6/11.6 3.5/ 3.5 10.7/10.7 4.7/ 5.2 4.0/ 4.0 4.9/ '5.4 13.1/13.1 3.5/ 3.5 4.8/ 5.3 11.5/11.5 3.5/ 3.5 11.5/11.5 UTL4 U15 S16 U16 U17 U18 U18 U19 U20 -L15 -L15 -L15 -L17 -L17 -L17 -L19 -L19 -L19 W7R V3 W6R W5R V5 W4R W3R V7 W2R 41, 0. 41. 29 0, 54, 13, 36, 58. .51. .00 .51 .70 .00 .21 .85 .21 .25 28 21 28 24 21 35 21 26 39. .10 .04 .10 .22 .04 .98 .67 .08 .98 2-LL2x2x.216 1-LL1-1/4X.109 2-LL2x2x.l76 2-LL2-1/2X.212 1-LL2X2X.163 2-LL3X3X.281 2-LL2-1/2X.230 1-LL1-1/4X.109 2-LL3x3x.313 1, 0. 1. 2 0, 3. 2, 0, 3. .635 .261 .346 .030 .625 .214 .194 .261 ,560 0. 0 0 0 0. 0. 0, 0. 0. .613x ,247z . 619X . 775X ,395z .926X . 772x .247Z . 922X 7375 0 29544 10647 0 55618 13922 0 55700 9849 0 39456 12257 0 95106 14339 0 105843 49041 7819 40381 60903 18763 96422 65826 7819 106802 29500 4618 7386 42589 14000 13904 55687 1452 13925 39396 4618 9864 49028 14000 23777 57355 1800 26461 40851 4617 33159 53136 14317 83539 59896 3472 94526 .19x7.1 .11x1.4 .18x7.5 .19x8.8 .16x2.9 .28x11.. .19x10.: .11x0.6 .31x11.- 11.5/11.5 3.3/ 3.3 11.5/11.5 10.8/10.8 4.0/ 4.0 1 13.7/13.7 10.9/10.9 3.5/ 3.8 Job #6N01790G - S3 Customer: Valley Joist West Page 3 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G31 8 - 24G4N12.5/6.0 x Parallel chord Girder 30'11.750 Special Crimped angle End Length Depth Tag 6.000 6.000 Opp 6.000 6.000 Holes Top Chord Ext Y Y BCX Holdback 2 O1 2.000 2 0 ' 2.000 Pitch EP/#1L 89.875 89.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads: Load 12500 6500 6000 12500 6500 6000 12500 6500 6000 NO TC HOLES SEE TC REINF. DETAIL BE End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.144 in Effective Depth 17.500 in Clear Depth 2339594 in-#Moment 48.000 in Interior Panel 8 Web Vees Spacing 7'5-7/8 01 n\j n • nu u 81 Au n i nU U n * n\J \J 81 A\J 0 1 AU 7'5-7/8 Location 7'5-7/8 7'5-7/8 7'5-7/8 15'5-7/8 15 '5-7/8 15 '5-7/8 23 '5-7/8 23 '5-7/8 23 '5-7/8 Point U4 U4 U4 U8 U8 U8 U12 U12 U12 Type SJI Dead Live SJI Dead Live SJI Dead Live NtUp Dead Live Equk 0.000 0.000 0.000 30.000 0.000 0.000 0.000 30.000 367.750 in Design length 951 in4 Ix L/ 702 Live Defl 1.000 in Chord gap 20.469 in Left End 19750 # SJI reaction Wind 2Liv 0.000 0.000 0.000 0.000 4688 # Minimum Shear 0 in4 Minimum Ix L/ 326 SJI Defl 0.391 in Camber 20.469 in Right End 19750 # SJI reaction 3DLd 0.000 Ki 0.000 Ki Job #6N01790G - S3 Customer: Vallev Joist West Page 4 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 Project: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G31 8 - 24G4N12.5/6.0 x 30'11.750 Special Crimped angle Parallel chord Girder TOP Chord: 2-LL3-1/2X.313 Ix= 4.904 Center: L = 24.000 Chord shear: V = 19633 A = 4.186 Iy= 14.205 P = -98808 C = 57809 Y = 0.991 Fy = 50000 Rx = 1.082 Ry = 1.842 Paz=-109738 . M = 0 fv = 8961 fc = 13810 Q = 0.987 Rz = 0.690 No Fillers f = 11313 Bearing seats: Tag End LLV5x3 . Opposite End LLV5x3 . Bot Chord: 2 Chord Location UO -LI Ul -LI U2 -LI U2 -L3 03 -L3 U4 -L3 U4 -L5 U5 -L5 U6 -LS U6 -L7 U7 -L7 US -L7 Center: shear : Web Slope W2 56.92 VI 31.43 W3 21.98 W4 45.42 V2 0.00 W5 45.42 W6 47.30 V2 0.00 W7 47.30 W8 47.30 V2 0.00 W9 47.30 -LL3x3x.313 Ix= L = V = Length in 40.58 25.95 23.88 31.55 22.14 31.55 32.66 22.14 32.66 32.66 22.14 32.66 3 .024 48.000 19658 Member 2-LL2x2x.l56 . l-LLlxlx.109 2-LL1-3/4X.143 1-LL2X2X.250 l-LLlxlx.109 2-LL2X2X.163 1-LL1-1/2X.125 l-LLlxlx.109 1-LL2X2X.1S6 1-LL1-1/2X.125 l-LLlxlx.109 l-LL2x2x.!56 A = ly= P = T = Area in2 1.199 0.206 0.960 0.938 0.206 1.2S1 0.359 0.206 0.600 0.359 0.206 0.600 . 5x.5 . 5x.5 3.560 9.659 105652 38069 Weld 4.03" Weld 4.03" Y - Rx = Pa = fv = Tensile R Shear Force in Ibs Ibs 0.622X 19658 36019 0.196Z 0.543X 0 0 4908 5293 0.3912 19572 27883 0.196Z 0.621x 0.296z 0.196Z 0.396z 0.296Z 0.196Z 0.396Z 0 0 4878 6949 6946 10243 0 0 1720 2537 6815 10050 0. 0 1688 2488 0.865 0.922 106802 10467 Fy - Ry = ft = 50000 1.647 10693 Corapressive Allow Shear Force Ibs 35980 6184 28803 28125 6184 37526 10781 6184 17990 10781 6184 17990 Ibs Ibs 4914 9005 1000 1172 19633 21172 4893 6971 1156 1156 19511 27796 1736 2561 1694 1694 6881 10146 1704 2513 1976 1976 6750 9954 Allow Ibs 27216 1759 23258 17701 2416 29078 4415 2416 10678 4415 2416 10678 Q Rz f Weld Thick x Length .16x7.8 .11x0.4 .14x5.0 .2SX3.8M .11x0.4 .16x5.7 .13x2.8 .11x0.5 .16x2.2 .13x2.7 .11x0.6 ,16x2.1 = 1.000 = 0.589 = 11754 Available Weld (in) Top/Bottm 10. 4/ 8.6 3.2/ 3.4 7.8/ 6.7 4.6/ 5.1 3.0/ 3.0 8.8/ 7.4 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 Job #6N01790G - S3 Customer: Valley Joist West Page 5 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G32 1 - 24G4N12.5/6.0 X Parallel chord Girder 28' 3.375 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback Pitch 2 2 0' 0' 1.500 2.000 EP/#1L 78.500 82.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points, TC cone loads:Load Spacing 6-6-1/2 O'O O'O 7'5 O'O O'O 7'5 O'O O'O 6'10-7/8 NO TC HOLES SEE TC REINF. DETAIL BE End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep Location Point 12500 6500 6000 12500 6500 6000 12500 6500 6000 6'6-l/2 6'6-l/2 6 '6-1/2 13 '11-1/2 13 '11-1/2 13 '11-1/2 21'4-l/2 21-4-1/2 21-4-1/2 U4 U4 U4 U8 U8 U8 U12 U12 U12 SJI Dead Live SJI Dead Live SJI Dead Live NtUp 0.000 0.000 22.156 in Effective Depth 17.500 in Clear Depth 2114935 in-#Moment 44.500 in Interior Panel 8 Web Vees Dead Live Equk Wind 2Liv 3DLd 0.000 0.000 30.000 0.000 0.000 0.000 Ki 0.000 0.000 30.000 0.000 0.000 0.000 Ki 335.375 in Design length 4688 # Minimum Shear 900 in4 Ix 0 in4 Minimum Ix L/ 374 SJI Defl 0.325 in Camber 18.719 in Right End 19505 # SJI reaction L/ 806 Live Defl 1.000 in Chord gap 17.625 in Left End 19995 # SJI reaction Job #6N01790G - S3 Customer; Valley Joist West Page 6 VI.92 , By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G32 1 - 24G4N12.5/6.0 x Parallel chord Girder 28' 3.375 Special Crimped angle Top Chord: 2 Chord Center : shear : Bearing seats -LL3-1/2X.313 Ix= 4.904 L = 22.250 V = 19884 A = ly= P = C = _L • Tag End LLV5x3 . Opposite End LLV5x3 . Bot Chord: 2 Chord Location UO -Ll VI -Ll U2 -Ll U2 -L3 U3 -L3 04 -L3 U4 -L5 US -L5 U6 -L5 U6 -L7 U7 -L7 U8 -L7 US -L.9 U9 -L9 U10 -L9 U10 -Lll Ull -Lll U12 -Lll U12 -L13 O13 -L13 U14 -L13 U14 -L15 U1S -L15 U16 -L15 Center: shear: Web Slope W2L 56.91 VI 36.47 W3 8.35 W4L 41.53 V2 0.00 W5L 41.53 W6L 45.12 V2 0.00 W7L 45.12 W8L 45.12 V2 0.00 W9 45.12 W9 45.12 V2 0.00 W8R 45.12 W7R 45.12 V2 0.00 W6R 45.12 W5R 43.08 V2 0.00 W4R 43.08 W3 13.79 V3 34.59 W2R 56.91 -LL3x3x.281 Ix= 2.756 L = 44.500 V = 19893 Length in Member 40.58 2-LL2x2x.l63 27.55 l-LLlxlx.109 22.39 2-LL1-3/4X.143 29.60 1-LL2X2X.232 22.16 l-LLlxlx.109 29.60 2-LL2x2x.l56 31.40 1-LL1-1/2X.125 22.16 l-LLlxlx.109. 31.40 1-LL2X2X.156 31.40 1-LL1-1/2X.125 22.16 l-LLlxlx.109 31.40 1-LL2X2X.143 31.40 1-LL2X2X.143 22.16 l-LLlxlx.109 31.40 1-LL1-1/2X.109 31.40 1-LL2X2X.143 22.16 l-LLlxlx.109 31.40 1-LL1-1/2X.109 30.33 2-LL2X2X.156 22.16 l-LLlxlx.109 30.33 1-LL2X2X.232 22.81 2-LL1-3/4X.143 26.91 l-LLlxlx.109 40.58 2-LL2X2X.156 A = Iy= P = T = Area in2 1.251 0.206 0.960 0.874 0.206 1.199 0.359 0.206 0.600 0.359 0.206 0.552 0.552 0.206 0.315 0.552 0.206 0.315 1.199 0.206 0.874 0.960 0.206 1.199 4.186 14.205 -89373 50892 Y = Rx = Paz=- fv = 5X.5 Weld 4 5x.5 Weld 3 3 .214 8.645 95457 33430 R Shear in Ibs 0.621x 19893 0.196Z 0 0.543X 4971 '0.392Z 19825 0.196Z 0 0.622X 4942 0.296Z 7200 0.196Z 0 0.396Z 1783 0.296Z 7067 0.196Z 0 0.396Z 1750 0.396Z 1625 0.196Z 0 0.297Z 6565 0.396Z 1658 0.196Z 0 0.297Z 6698 0.622X 4816 0.196Z 0 0.392z' 19326 0.543X 4847 0.196Z 0 0.622X 19404 Y = Rx = Pa = f v = Tensile Force Ibs 36437 0 5024 26484 0 6601 10204 0 2528 10016 0 2481 2303 0 9304 2350 0 9492 6594 0 26460 4991 0 3B541 0.991 1.082 111083 9075 .09" .98" 0.854 0.926 96422 11799 Fy - Ry = M = fc = Fy -2Ry = ft = 50000 1.842 0 12157 50000 1.640 10401 Compress ive Allow Shear Ibs 37526 6184 28803 26225 6184 35980 10781 6184 17990 10781 6184 16547 16547 6184 9454 16547 6184 ' 9454 35980 ' 6184 26225 28803 6184 35980 Ibs 4973 Force Ibs 9109 1000 1243 19884 20096 4956 6621 1018 19766 1800 1505 7134 1767 1777 7001 6499 1787 1641 6632 1536 1674 19264 1049 4832 19388 1000 4851 1018 26406 2551 1505 10110 2504 1777 9922 9210 1787 2326 9398 1536 2373 26375 1049 6615 19963 1215 8885 Allow Ibs 28810 1561 23608 17386 2413 27981 4760 2413 11017 4760 2413 9895 9895 2413 4159 9895 2413 4159 27787 2413 17066 23510 1635 27215 Q Rz No f Q Rz f weld Thick x Length .16x7.5 .11x0.4 .14x4.7 .23X3.8M .11x0.3 .16x5.7 .13x2.7 .11x0.5 .16x2.2 .13x2.7 .11x0.5 .14x2.3 . 14x2 . 2 .11x0.6 .11x2.9 .14x2.2 .11x0.5 .11x2.9 .16x5.7 .11x0.3 .23X3.8M .14x4.7 .11x0.4 .16x7.7 = 0.987 = 0.690 Fillers = 10923 '= 1.000 = 0.591 = 12894 Available Weld (in) Top/Bottm 10. 4/ 8.7 3.3/ 3.6 7.9/ 7.0 4.4/ 4.8 3.0/ 3.0 8.S/ 7.3 4. I/ 4.6 3.0/ 3.0 4.6/ 5.0 4. I/ 4.6 3.0/ 3.0 4.6/ 5.0 4..6/ 5.0 3.0/ 3.0 4. I/ 4.6 4.6/ 5.0 3.0/ 3.0 4. I/ 4.6 8.6/ 7.3 3.0/ 3.0 4.S/ 4.9 7.8/ 6.9 3 .2/ 3.5 10. 4/ 8.7 Job #6N01790G - S3 , Customer; Valley Joist West Page 7 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN ' **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G33 1 - 24G4N9.5/4.5 X Parallel chord Girder 31' 9.375 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback Pitch 2 2 0 0 1.500 2.000 EP/#1L 89.000 93.375 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads:Load 9500 5000 4500 9500 5000 4500 9500 . 5000 4500 NO TC HOLES SEE TC REINF. DETAIL BE End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.292 in Effective Depth 18.000 in Clear Depth 1837517 in-#Moment 49.750 in Interior Panel, 8 Web Vees Spacing 7'5 O'O O'O 8'3-1/2 O'O O'O 8'3-1/2 O'O O'O 7'9-3/8 Location Point Type 7'5 7-5 7'5 15'8-l/2 15'8-l/2 24 '0 24 '0 24 '0 U4 U4 U4 U8 U8 U8 U12 U12 U12 SJI Dead Live SJI Dead Live SJI Dead Live NtUp 0.000 0.000 Dead 0.000 0.000 377.375 in Design length 796 in4 Ix Live Equk Wind 2Liv 3DLd 0.000 30.000 0.000 0.000 0.000 Ki 0.000 30.000 0.000 0.000 0.000 Ki 3563 # Minimum Shear 0 in4 Minimum Ix L/ 748 Live Defl 1.000 in Chord gap .20.250 in Left End 15415 # SJI reaction L/ 339 SJI Defl 0.412 in Camber 21.344 in Right End 15085 # SJI reaction Job #6N01790G - S3 Customer Valley Joist West Page 8 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 , 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 . SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G33 1 - 24G4N9.5/4.5 x 31' 9.375 Special Crimped angle Parallel chord Girder Top Chord: 2 Chord Center: shear : Bearing seats -LL3X3X.313 Ix= L = V .= 3 .024 24.875 15303 A - Iy= P = C =. j_ Tag End LLV5x3 . Opposite End LLV5x3 . Bot Chord: 2 Center : Chord Location DO -LI Ul -LI U2 -LI U2 -L3 U3 -L3 U4 -L3 U4 -L5 US -L5 U6 -LS US -L7 U7 -L7 U8 -L7 U8 -L9 U9 -L9 U10 -L9 U10 -Lll Ull -Lll U12 -Lll U12 -L13 U13 -L13 U14 -L13 U14 -L15 U15 -L1S U16 -L15 shear: Web slope W2 56.75 VI 31.67 W3L 20.87 W4L 44.95 V2 0.00 W5L 44.95 W6 48.13 V2 0.00 W7L 48.13 W8L 48.13 V2 0.00 W9L 48.13 W9R 48.13 V2 0.00 W8R 48.13 W7R 48.13 V2 0.00 W6 48.13 W5R 46.32 V2 0.00 W4R 46.32 W3R 25.61 V3 29.59 W2 56.75 -LL3X3X.250 Ix= L = V = Length in 40.66 26.19 23.86 31.50 22.29 31.50 33.40 22.29 33.40 33.40 22.29 .33.40 33.40 22.29 33.40 33.40 22.29 33.40 32.28 22.29 32.28 24.72 25.63 40.66' 2.488 49.750 15325 Member 2-LL1-3/4X.143 l-LLlxlx.109 1-LL2X2X.216 1-LL2X2X.187 l-LLlxlx.109 2-LL1-3/4X.143 1-LL1-1/2X.109 l-LLlxlx.109 1-LL2X2X.143 1-LL1-1/2X.109 l-LLlxlx.109 l-LL2x2x.!43 1-LL2X2X.125 l-LLlxlx.109 1-LL1-1/4X.109 1-LL2X2X.125 l-LLlxlx.109 1-LL1-1/2X.109 2-LL1-3/4X.156 l-LLlxlx.109 l-LL2x2x.!87 1-LL2X2X.232 l-LLlxlx.109 2-LL1-3/4X. 143 A - .iy~p = T = Area in2 0.960 0.206 0.817 0.713 0.206 0.960 0.315 0.206 0.552 0.315 0.206 0.552 0.484 0.206 0.261 0.484 0.206 0.315 1.043 0.206 0.713 0.874 0.206 0.960 3.560 9.659 -77251 44276 Y = Rx = Paz= fv = 5x.5 Weld 3 5x.5 Weld 3 2.875 7.669 82428 29174 R Shear in Ibs 0.543x 15325 0.196Z 0 0.392Z 3826 0.394Z 15244 0.196Z 0 0.543X 3796 0.2972 5619 0.196Z 0 0.396Z 1388 0.297Z 5487 0.196Z 0 0.396Z 1355 0.398Z 1270 0.196Z 0 0.247Z 5145 0.398Z 1303 0.196Z 0 0.297Z 5277 0.541X 3711 0.196z 0 0.394Z 14905 0.392Z 3742 0.196Z 0 0.543X 14995 Y = Rx =. Pa = fv = Tensile Force Ibs 27950 0 4094 21537 0 S363 8419 0 2080 8221 0 2031 1903 0 7709 1952 0 7907 5373 0 21581 4149 0 27347 0.865 0.922 -90840 8148 .69" .69" 0.842 0.930 86250 10217 Fy = Ry = M = fc = Fy -J. Ry = ft = 50000 1.647 0 12437 50000 1.633 10148 Compress ive Allow Shear Force Ibs 28803 6184 24520 21391 6184 28803 9454 6184 16547 9454 6184 16S47 14531 6184 7819 14531 6184 9454 31300 6184 21391 26225 6184 28803 Ibs Ibs 3831 6987 1000 1175 15303 16377 3811 5384 1000 1000 15185 21454 1405 2105 1305 1305 5553 8320 1372 2055 1537 1537 5421 ,8123 5079. 7610 1545 1545 1286 1927 5211 7808 1329 1329 1319 1977 14843 21491 1000 1000 3726 5395 14966 16597 1000 1150 3749. 6837 Allow Ibs 21028 1727 16661 13560 2384 21311 3724 2384 9430 3724 2384 9430 7943 2384 2120 7943 2384 3724 23497 2384 13275 17356 1803 21028 Q Rz No f Q Rz f Weld Thick x Length .14x6.6 .11x0.4 .19x2.9 .19x3.9 .11x0.3 .14x5.1 .11x2.6 .11x0.4 . 14x2 . 0 .11x2.5 .11x0.5 .14x1.9 .13x2.1 .11x0.5 .11x2.4 .13x2.1 .11x0.4 .11x2.4 .16x4.6 .11x0.3 .19x3.9 . 19x3 . 0 .11x0.4 .14x6.4 = 1.000 = 0.589 Fillers = 10250 = 0.961 = 0.592 = 11407 Available Weld (in) Top/Bottm 8.7/ 8.7 3.2/ 3.4 4.0/ 4.1 4.6/ 5.0 3.0/ 3.0 7.4/ 7.4 4.3/ 4.8 3.0/ 3.0 4.8/ 5.3 4.3/ 4.8 3.0/ 3.0 4.8/ 5.3 4.8/ 5.3 3.0/ 3.0 4.0/ 4.5 • 4.8/ 5.3 3.0/ 3.0 s 4.3/ 4.8 7.5/ 7.5 3.0/ 3.0 4.7/ 5..1 4.0/ 4.2 3. I/ 3.4 8.7/ 8.7 Job #6N01790G - S3 Customer: Valley Joist West Page 9 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 . 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 . PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Coiranents: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G34 1 - 24G4N9.5/4.5 x Parallel chord Girder 30' 6.750 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 0' 2.000 2 0' 2.000 Pitch EP/#1L 78.500 101.8.7 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads:Load 9500 5000 4500 9500 5000 4500 9500 5000 4500 Spacing 6'6-l/2 o ' nu u n ' nu u 7-7-3/4 n • nu u n ' n\j \j 7-10-5/8 n i nW \J o ' n\J \J 8'5-7/8 Location , 6-6-1/2 6'6-l/2 6-6-1/2 14 -.2-1/4 14-2-1/4 14-2-1/4 22 ' 0-7/8 22 -0-7/8 22-0-7/8 Point U4 U4 U4 U8 U8 U8 U12 U12 U12 Type SJI Dead Live SJI Dead Live SJI Dead Live NO TC HOLES SEE TC REINF. DETAIL BE End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.292 in Effective Depth 18.000 in Clear Depth 1776979 in-#Moment 46.594 in Interior Panel 8 Web Vees Dead Live Equk Wind 2Liv 3DLd 0.000 0.000 30.000 0.000 0.000 0.000 Ki 0.000 0.000 30.000 0.000 0.000 0.000 Ki 362.750 in Design length 3563 # Minimum Shear 796 in4 Ix 0 in4 Minimum Ix L/ 364 SJI Defl 0.381 in Camber 23.469 in Right End 14294 # SJI reaction NtUp 0.000 0.000 L/ 803 Live Defl •1.000 in Chord gap 17.625 in Left End 16206 # SJI reaction Job #6N01790G - S3 Customer: Valley Joist West Page 10 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 Project: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK BILTMORE PACIFICA ' ' CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) . **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G34 I - 24G4N9.5/4.5 x 30' 6.750 Special Crimped angle Parallel chord Girder Top Chord: 2 Chord Center : shear : Bearing seats -LL3X3X.313 Ix= 3.024 L = 23.656 V = 16103 A = iy=p =c = j_ Tag End LLV5x3 . Opposite End LLV5x3 . Bot Chord: 2 Chord Location UO -Ll Ul -Ll U2 -Ll U2 -L3 U3 -L3 U4 -L3 U4 -L5 U5 -L5 U6 -L5 U6 -L7 D7 -L7 US -L7 US -L9 U9 -L9 U10 -L9 U10 -Lll Ull r-Lll U12 -Lll U12 -L13 U13 -L13 U14 -L13 U14 -L15 015 -L15 U16 -L15 Center: shear : Web Slope W2L 56.75 VI 36.30 W3L 8.29 W4L 41.36 V2 0.00 W5L 41.36 W6L 45.82 V2 0.00 W7L 45.82 W8L 45.82 V2 0.00 W9L 45.82 W9R 46.70 V2 0 . 00 W8R 46.70 W7R 46.70 V2 0.00 W6R 46.70 W5R 48.80 V2 0.00 W4R 48.80 W3R 33.82 V3 25.29 W2R 56.75 -LL3X3X.250 Ix= 2.488 L = 46.594 V = 16112 Length in Member 40.66 2-LL1-3/4X.156 27.66 l-LLlxlx.109 22.53 .1-LL2X2X.216 29.70 1-LL2X2X.187 22.29 l-LLlxlx.109 29.70 J2-LL1-3/4X.143 31.99 1-LL1-1/2X.109 22.29 l-LLlxlx.109 31.99 1-LL2X2X.143 31.99 1-LL1-1/2X.109 22.29 l-LLlxlx.109 31.99 1-LL2X2X.143 32.50 1-LL1-3/4X.125 22.29 l-LLlxlx.109 32.50 1-LL1-1/4X.109 32.51 1-LL1-3/4X.125 22.29 l-LLlxlx.109 32.50 1-LL1-1/4X.109 33.85 2-LL1-3/4X.156' 22.29 l-LLlxlx.109 33.85 1-LL2X2X.187 26.83 1-LL2X2X.250 24.65 l-LLlxlx.109 40.66 2-LL1-3/4X.143 A - Iy= P = T = Area in2 1.043 0.206 0.817 0.713 0.206 0.960 0.315 0.206 0.552 0.315 0.206 0.552 0.422 0.206 0.261 0.422 0.206 0.261 1.043 0.206 0.713 0.938 0.206 0.960 3.560 9.659 -75694 40946 5x.5 5x.5 2 .875 7.669 79712 26908 Y - 0.865 Fv - Rx = Paz= fv =, Weld 3 Weld 3 R Shear in Ibs 0.541x 16112 0.196Z 0.392Z 0 4026 0.394Z 16049 0.196Z 0.543X 0.297Z 0.196Z 0.396z 0.297Z 0.196Z 0.396Z 0.347Z 0.196Z 0.247Z 0.347Z 0.196Z 0.247Z 0.541X 0.196Z 0 3999 6432 0 1592 6305 0 1561 1064 0 4323 1097 0 4454 3505 0 0.394Z 14089 0.391Z 0.196Z 3540 0 0\543x 14200 Y Rx = Pa = fv = Tensile Force Ibs 29385 0 4068 21382 0 5328 - 9228 ' 0 2284 9047 0 2239 1552 0 6304 1600 0 6494 . 5321 0 21392 ..- 4261 0 25898 0.922 Ry = -91887 M = 8575 fc = .72" .66" 0 . 842 0.930 86250 10741 Fv -4 jRy = ft = 50000 1.647 0 11502 50000 1.633 9359 Compressive Allow shear Force Ibs 31300 6184 24520 21391 6184 28803 9454 6184 16547 9454 6184 16547 12656 6184 7819 • 12656/ 6184 . 7819 31300 6184 21391 28125 6184 28803 Ibs Ibs 4028 7346 1000 1241 16103 16273 4012 5346 1000 1006 15995 21310 1608 2307 1226 1226 6369 9138 1576 2262 1474 1474 6242 8956 4258 6209 1514 1514 1081 1576 4388 6399 1345 1345 1113 1623 14019 21285 1000 1000 3522 5348 14159 ' 17044 1000 1106 3550 6475 Allow Ibs 23418 1548 .17281 14199 2384 21793 4034 2384 9761 4034 2384 9761 6511 2384 2239 6511 2384 2239 22989 2384 12690 17384 1949 21028 QVi Rz No f o\£ Rz f Weld Thick x Length .16x6.3 .11x0.4 .19x2.9 .19x3.9 .11x0.3 . 14x5 . 0 .11x2.9 .11x0.4 .14x2.2 .11x2.8 .11x0.5 . 14x2 . 1 .13x1.7 .11x0.5 . .11x1.9 .13x1.7 .11x0.4 .11x2.0 .16x4.6 .11x0.3 .19x3.9 .19x3.1 .11x0.3 . 14x6 . 1 = 1. 000 = 0.589 Fillers =. 10325 - 0 961 = 0.592 = 11717 Available Weld (in) Top/Bottm 8.7/ 8.7 3.3/ 3.6 4.0/ 4.0 4.4/' 4.8 3.0/ 3.0 7. I/ 7.1 4. I/ 4.6 3.0/ 3.0 4.6/ 5.1 4. I/ 4.6 3.0/ 3.0 4.6/ 5.1 4.4/ 4.9 3.0/3.0 3.9/ 4.4 4.4/ 4.9 3.0/ 3.0 3.9/ 4.4 7.7/ 7.7 3.0/ 3.0 4.8/ 5.4 4.2/ 4.5 3. I/ 3.3 8.7/ 8.7 Job #6N01790G - S3 Customer: Valley Joist West Page 11 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G35 1 - 24G5N13.0/6.0 X Parallel chord Girder 34' 4.125 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 0' 1.500 2 0' 2.000 Pitch EP/#1L 64.250 82.375 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads:Load 13000 7000 6000 13000 7000 6000 13000 7000 6000 13000 7000 6000 13000 7000 6000 13000 7000 6000 Spacing 5-4-1/4 Oi nu 0 ' 0 5-10-1/4 0 - 0 0 ' 0 1-6-1/4 O i nU o > n\j \j 3-6-1/8 0*0 o • n\j \j 5 i 0-3/8 O i nu 0*0 6-2-1/2 0 ' 0w \J 0 - 0 6-10-3/8 Location 5-4-1/4 5-4-1/4 5-4-1/4 11-2-1/2 11 ' 2 - 1/2 11-2-1/2 12-8-3/4 12-8-3/4 12'8-3/4 16-2-7/8 16'2-7/8 16 '2-7/8 21-3-1/4 21-3-1/4 21-3-1/4 27'5-3/4 27-5-3/4 27-5-3/4 Point U4 U4 U4 U7 U7 U7 U8 U8 U8 U10 U10 U10 U12 U12 U12 U16 U16 U16 Type SJI Dead Live SJI Dead Live SJI Dead Live SJI Dead Live SJI Dead Live SJI Dead Live NO TC HOLES End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 21.154 in Effective Depth 14.000 in Clear Depth 5238307 in-#Moment 51.250 in Interior Panel 10 Web Vees NtUp Dead 0.000 0.000 0.000 0.000 408.125 in Design length 2035 in4 Ix L/ 608 Live Defl 1.000 in Chord gap 14.063 in Left End 43345 # SJI reaction Live Equk Wind 2Liv 3DLd 0.000 30.000. 0.000 0.000 0.000 Ki 0.000 30.000 0.000 0.000 0.000 Ki 9750 # Minimum Shear 0 in4 Minimum Ix L/ 276 SJI Defl 0.482 in Camber 18.594 in Right End 36655 # SJI reaction Job #6N01790G - S3 Customer: Valley Joist West - Page 12 VI. 92 By .KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE . ESCONDIDO, CA 92025-1714 ' PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA . CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97). ' **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G35 1 - 24G5N13.0/6.0 x Parallel chord Girder 34' 4.125 Special Crimped angle Top Chord: 2-LL5x5x.500 A =9.500 Y =1.434 FV = 50000 Ix= 22.501 Iy= 58.042 Rx = 1.539 Ry = 2.472 , Center: L = 25.625 P =-244944 Paz=-262438 M = 0 Chord shear: V = 43261 C = 100123 fv = 8652 fc = 10539 Bearing seats: Tag End LLV5x3.5x.5 Weld 5.70" Opposite End LLV5x3.5x.5 Weld 4.80" Bot Chord: 2-LL5x5x.438 A - 8.376 Y - 1.412 Fv - 50000 Center: Chord shear: Location UO -LI Ul -LI U2 -LI U2 -L3 U4 -L3 U4 -L5. US -L5 06 -L5 U6 -L7 U7 -L7 OS -L7 U8 -L9 U9 -L9 U10 -L9 U10 -Lll Oil -Lll U12 -Lll U12 -L13 U13 -L13 U14 -L13 U14 -LIB U1S -L1S U16 -L15 U1S -L17 U17 -L17 U18 -L17 D18 -L19 U19 -L19 U20 -L19 Web W2L VI W3L W4L W5L W6L V2 W7L W8L V3 W9L W10L V4 W11L W11R V2 W10R W9R V2 W8R W7R V2 W6R W5R V5 W4R W3R V6 W2R Slope 58.11 43.30 0.00 35.34 32.06 46^29 0.00 46.29 50.87 0.00 40.78 50.46 0.00 37.95 58.67 0.00 50.46 41.36 0.00 41.36 41.36 0.00 41.36 44.23 0.00 44.23 13.78 36.07 58.11 Ix= 20.061 L = 51.250 V = 43261 Length in 40.04 29.07 21.15 25.93 24.96 30.61 21.15 30.61 33.52 21.15 27.94 33.23 21.15 26.83 40.68 21.15 33.23 28.18 21.15 28.18 28.18 21.15 28.18 29T52 21.15 29.52 21.78 26.17 40.04 Member 2-LL3X3X.250 l-LLlxlx.109 2-LL2x2x.216 2-LL2X2X.250 2-LL2-1/2X.212 2-LL2X2X.200 1-LL1-1/4X.109 2-LL2x2x.250 2-LL2X2X.216 l-LL2x2x:163 2-LL1-3/4X.143 1-LL1-3/4X.156 1-LL1-1/2X.109 l-LL2x2x.!63 2-LL1-3/4X.156 1-LL1-1/4X.109 1-LL2X2X.143 2-LL2x2x.l76 1-LL1-1/4X.109 2-LL1-3/4X.156 2-LL2X2X.176 1-LL1-1/4X.109 2-LL1-3/4X.156 2-LL2-1/2X.212 l-LLlxlx.109 2-LL2x2x.232 2-LL2X2X.187 l-LLlxlx.109 2-LL2-1/2X.250 Iy= P = T = Area in2 2.875 0.206 1.635 1.875 2.030 1.520 0.261. 1.875 1.635 0.625 0.960 0.522 0.315 0.625 1.043 0.261 0.552 1.346 0.261 1.043 1.346 0.261 1.043 2.030 0.206 1.748 1.426 0.206 2.375 50.675 Rx = 1.548 . Ry = 2.460 247627 Pa = 251289 69532 fv = 9877 ft = 8301 Tensile Corapressive R in 0.930X 0.196z 0.613X 0.609X 0.775X 0.616X 0.247Z 0.609X 0.613X 0.395Z O.S43X 0.345Z 0.297Z 0.395Z 0..541X 0.247Z 0.396Z 0.619X 0.247Z 0.541X 0.619X 0.247Z 0.541X 0.775X 0.196Z 0.611X 0.617X 0.196Z 0.769X Shear Ibs 43261 0 10815 43225 10798 30138 0 7521 30020 0 4244 9750- 0 2438 2532 0 10213 5819 0 23322 5842 0. 23413 9115 0 36509 9140 0 36572 Force Ibs 81892 0 10815 52988 12741 43610 0' 10883 47567 0 S60S 15315 0 3091 4869 0 16043 7753 0 31073 7783 0 31194 12720 0 50952 9411 0 69229 Allow . Ibs 86250 6184 49041 56250 60903 45600 7819 S62SO 49041 18763 ' 28803 15650 9454 18763 31300 7819 16547 40381 7819 31300. 40381 7819 31300 60903 6184 52451 42782 6184 71250 Shear Ibs 10815 1012 43261 10806 43192 7534 3169 30084. 7505 14000 1697S 2438 4899 9750 10128 4634 2553 23276 3992 5830 23367 3179 5853 36458 2063 9127 36559 1000 9143 Force Ibs 20473 1391 43261 13247 50965 10903 3169 43532 11892 . 14000 22419 . 3829 4899 12365 19478 4634 4011 31012 3992 7768 31134 3179 7799 50882 2063 12738 37643 1237 17307 Allow Ibs 73683 1402 43452 47744 ' 52905 37078 4593 45578 38597 14291 22253 8073 6090 12876 20633 4593 9471 33133 4593 24762 33133 4593 24762 51411 , 2647 43034 37757 1730 60803 Q Rz No f Q Rz f Weld Thick x Length .19x14.7 .11x0.4 .19x7.7 .19x9.5 .19x9.1 .19x7.8 .11x1.0 .19x7.8 .19x8.5 .16x2.9 . 14x5 . 3 .16x3.3 .11x1.5 . 16x2 . 6 .16x4.2 .11x1.4 .14x3.8 .18x5.9 .11x1.2 . 16x6 . 7 .18x6.0 .11x1.0 .16x6.7 .19x9.1 .11x0.6 .19x9.1 .19x6.8 .11x0.4 .19x12.4 —1.000 = 0.983 Fillers = 10131 = 0.979 = 0.986 = 10714 Available Weld (in) Top/Bottm 15.1/15.1 3. . 10. 11. 11. 12. 3. 12. 13. 4. 11. 4. 3. 4. 15. 3. 4. 11. 3. 11. 11. 3. 11. 12. 3. 12. 10. 3. 15 5/ 3.9 9/10.9 2/11.2 2/11.2 5/12.5 3/ 3.3 5/12.5 4/13.4 0/4.0 7/11. 7 6/ 5.1 5/ 3.5 2/ 4.S 9/15.9 3/ 3.3 8/ 5.4 8/11.8 3/ 3.3 8/11.8 8/11.8 3/ 3.3 8/11.8 2/12.2 0/3.0 2/12.2 7/10.7 2/3.6 .4/15.4 Job #6N01790G - S3 Customer: Valley Joist West Page 13 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 . 135 W. MISSION AVENUE . ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN . **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC. (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G36 1 •-. 24G4N12.5/6..0 X 28' 7.750 Parallel chord Girder Special Crimped angle End Length Tag .6.000 Opp 6.000 Depth 6.000 6.000 Holes Y Y Top Chord Ext BCX Holdback 2 0' 2.000 2 0' 2.000 Pitch EP/#1L 82.875 82.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads:Load Spacing 6-10-7/8 O'O O'O 7'5 O'O O'O 7'5 O'O O'O 6'10-7/S NO TC HOLES SEE TC REINF. DETAIL BE End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep Location Point Type 12500 6500 6000 12500 6500 6000 12500 6500 6000 6'10-7/8 6 '10-7/8 6'10-7/S 14'3-7/8 14'3-7/8 14'3-7/8 21'8-7/8 21'8-7/8 21'8-7/8 U4 U4 U4 U8 U8 U8 U12 •U-12 U12 SJI Dead Live SJI Dead Live SJI Dead, Live NtUp 0.000 0.000 22.156 in Effective Depth 17.500 in Clear Depth 2157594 in-#Moment 44.500 in Interior Panel 8 Web Vees Dead Live Eguk Wind 2Liv 3DLd 0.000 0.000 30.000 0.000 0.000 0.000 Ki 0.000 0.000 30.000 0.000 0.000 0.000 Ki 339.750 in Design length 4688 # Minimum Shear 900 in4 Ix o in4 Minimum Ix L/ 362 SJI Defl 0.334 in Camber 18.719 in Right End 19750 # SJI reaction L/ 780 Live Defl 1.000 in Chord gap 18.719 in Left End 19750 # SJI reaction Job #6N01790G - S3 Customer: Valley Joist West Page 14 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA . CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G36 1 - 24G4N12.5/6.0 x Parallel chord Girder 28' 7.750 Special Crimped angle Top Chord: 2-LL3-l/2x.313 Ix= 4.904 Center: L = 22.250 Chord shear: V = 19634 A = 4.186 Iy= 14.205 P = -91040 C .= 53143 Y = 0.991 Rx = 1.082 Paz=-111083 fv = 8961 Fy Ry M fc 50000 1.842 0 12695 Q = 0.987 Rz = 0.690 No Fillers f = 10982 Bearing seats: Tag End LLV5x3.5x.5 Weld 4.03" Opposite End LLV5x3.5x.5 Weld 4.03" Bot Chord : 2 • Center: Chord shear: Location UO Ul U2 U2 U3 U4 U4 Ub U6 U6 UV U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 56.91 34.59 13.79 43.08 0.00 43.08 45.12 0.00 45.12 45.12 0.00 45.12 -LL3x3x.281 Ix= 2.756 L = 44.500 V = 19650 Length in 40.58 26.91 22.81 30.33 22.16 30.33 31.40 22.16 31.40 31.40 22.16 31.40 Member 2-LL2X2X.156 l-LLlxlx.109 2-LL1-3/4X.143 1-LL2X2X.250 l-LLlxlx.109 2-LL2x2x.l56 1-LL1-1/2X.125 l-LLlxlx.109 l-LL2x2x.!43 1-LL1-1/2X.125 l-LLlxlx.109 1-LL2X2X.143 A - Iy= P — T = Area in2 1.199 0.206 0.960 0.938 0.206 1.199 0.359 0.206 0.552 0.359 0.206 0.552 3 .214 Y - 8.645 Rx = 97383 Pa = 34949 fv = Tensile R in 0.622x 0.196z 0.543X 0.391Z 0.196Z 0.622X 0.296Z 0.196Z 0.396Z 0.296Z 0.196Z 0.396Z Shear Ibs 19650 0 4908 ' 19573 0 4878 6946 0 1720 6815 0 1688 Force Ibs 35992 0 5054 26798 0 6679 9845 0 2438 9659 , 0 2392 0 .854 ' Fy - 50000 0.926 Ry = 1.640 96422 11655 • ft = 10874 Corapressive Allow Ibs 35980 6184 28803 28125 6184 35980 10781 6184 16547 10781 6184 16547 Shear Ibs 4912 1000 19634 4893 1063 19512 1737 1559 6881 1704 1821 6750 Force Ibs 8998 1215 20217 6699 1063 26714 2461 1559 9752 2415 1821 9566 Allow Ibs 27215 1635 23510 18278 2413 27787 4760 2413 9895 4760 2413 9895 Q Rz f Weld Thick x Length .16x7.8 .11x0.4 .14x4.8 .25X3.6M .11x0.3 .16X5.8 . 13X2 . 7 .11x0.5 .14X2.3 .13X2.6 .11X0.6 . 14x2 . 3 - 1 000 = 0.591 = 12860 Available Weld (in) Top/Bottm 10. 4/ 8.7 3.2/ 3.5 7.8/ 6.9 4.5/ 4.9 3.0/ 3.0 8.6/ 7.3 4. I/ 4.6 3.0/ 3.0 4.6/ 5.0 4. I/ 4.6 3.0/ 3.0 4.6/ 5.0 Job #6N01790G - S3 Customer: Valley Joist West Page 15 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE • . ' . ESCONDIDO, CA 92025-1714. PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 . SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO -PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G37 1 - 24G4N12.5/6.0 x 32' 1.750 Special Crimped angle Parallel chord Girder End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 2 0' 2.000 0' 2.000 Pitch EP/#1L 93.375 93.375 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads: Load 12500 6500 6000 12500 6500 6000 12500 6500 6000 NO TC HOLES End loads: SJI Left TC axial load: 0.000 Right TC axial load: 0.000 24.000 in Deep 22.008 in Effective Depth 17.000 in Clear Depth 2430594 in-#Moment 49.750 in Interior Panel 8 Web Vees Spacing 7 81 8' 7' '9-3/8 0* nu A 1 Au U '3-1/2 n ' nu u Oi nu '3-1/2 n ! n\j \j 0 1 n\j 1 9-3/8 Location 7 7 7 16 16 16 24 24 24 '9-3/8 '9-3/8 '9-3/8 '0-7/8 '0-7/8 '0-7/8 '4-3/8 '4-3/8 '4-3/8 Point U4 U4 U4 U8 U8 U8 U12 U12 U1.2 Type SJI Dead Live SJI Dead Live SJI Dead Live NtUp Dead 0.000 0.000 0.000 0.000 381.750 in Design length 1069 in4 Ix L/ 732 Live Def1 1.000 in Chord gap 21.344 in Left End 19750 # SJI reaction Live Equk Wind 2Liv 3DLd 0.000 30.000 0.000 0.000 0.000 Ki 0.000 30.000 0.000 0.000 0.000 Ki 4688 # Minimum Shear 0 in4 Minimum Ix L/ 340 SJI Defl 0 .422 in Camber 21.344 in Right End 19750 # SJI reaction Top Chord: 2-LL3-1/2X.344 Ix= 5.323 Center: L = 24.875 Chord shear: V = 19633 A = 4.579 Iy= 15.651 P =-103305 C = 60501 Y = 1.002 Fy = 50000 Rx = 1.078 Ry = 1.849 Paz=-120719 M = • 0 fv = 8153 fc = 13212 Bearing seats; Tag End LLV5x3.5x.5 Weld 3.67" Opposite End LLV5X3.5x.5 Weld 3.67" Q = 1.000 Rz = 0.688 No Fillers f = 10493 Bot Chord; 2-LL3-1/2X.313 A = 4.186 = 0.991 Fy = 50000 Q = 0.987 Ix= 4.904 Iy= 14.205 Rx = 1.082 Ry = 1.842 Rz = 0.690 Center: L = 49.750 P = 110443 Pa = 125582 Chord shear: V = 19661 T = 39865 fv = 8973 ft = 9523 f = 10159 Job #6N01790G - S3 Customer Vallev Joist West Page 16 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G37 1 - 24G4N12.5/6.0 x 32' 1.750 Special Crimped angle Parallel chord Girder Tensile Length Location UO HI U2 U2 U3 U4 U4 US U6 U6 in U8 -LI -LI -LI -L3 -L3 -L3 -L5 . -L5 -L5 -L7 -L7 -L7 Web W2 VI . W3 W4 V2 . W5 W6 V2 W7 W8 V2 W9 Slope 57 29 25 46 0 46 48 0 48 48 0 48 .09 .90 .90 .69 .00 .69 .50 .00 .50 .50 .00 .50 in 40 25 24 32 22 32 33 22 33 33. 22. 33. .50 .39 .47 .'08 .01 .08 .21 .01 .21 .21 .01 .21 Member 2-LL2X2X.156 l-LLlxlx.109 2-LL1-3/4X.143 2-LL1-3/4X.143 l-LLlxlx.109 2-LL2x2x.l63 1-LL1-1/2X.125 l-LLlxlx.109 l-LL2x2x.!56 1-LL1-1/2X.125 l-LLlxlx.109 1-LL2X2X.156 . Area in2 1 0 0 0 0 1 ' 0 0, 0, 0. 0. 0. .199 .206 .960 .960 .206 .251 .359 .206 .600 .359 .206 .600 0 0 0 0 0 0 0 0, 0. 0. 0, 0. R in . 622x .196z .543X . 543X .1962 . 621X .296Z .1962 .3962 .2962 .1962 ,396z Shear Ibs 19661 0 4908 19572 0 . 4878 6945 0 1720 6815 0 1688 Force Ibs 36182 0 ' 5456 28531 0 7111 10482 0 2596 10285 0 2547 Allow Ibs 35980 6184 28803 28803 6184 37526 10781 6184 17990 10781 6184 17990 Compressive Shear Ibs 4915 1000. 19633 4893 1210 19511 1736 1772 6880 1704 2066 6750 Force Ibs 9046 1154 21826 7133 1210 28442 2620 1772 10383 2571 2066 10187 Allow Ibs 27232 1838 23118 21150 2446 28922 4268 2446 10524 4268 2446 10524 Weld Thick Available X Length .16x7 .11x0 .14x5 .14x6 .1J.XO .16x5 .13x2 .11x0. .16x2^ .13x2, .llxo: .16x2. .8 .4 .1 .7 .4 .9 .8 .5 .2 .8 .6 .2 Weld (in) Top/Bottm 10 3 7 8 3 8 4 3, 4. 4, 3, 4. .3/10.3 -I/ • 7/ .a/ .o/ .8/ • 3/ .O/ .87 .3/ .O/ ,8/ 3.4 7.7 8.8 3.0 8.8 4.8 3.0 5.3 4.8 3.0 5.3 Job #6N01790G - S3 Customer; Valley Joist West Page 17 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO,. CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G38 1 - 24G4N12.5/6.0 x 30'11.875 Special Crimped angle Parallel chord Girder End Length Tag 6.000 Opp 6.000 Depth 6,. 000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 0' 1.000 2 0' 2.000 Pitch EP/#1L 83 .625 101.87 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points TC cone loads: " NO TC HOLES End loads: SJI Left TC axial load: 0.000 Right TC axial load:. 0.000 24.000 in Deep 22.133 in Effective Depth 17.500 in Clear Depth 2365309 in-ttMoment 46.594 in Interior Panel 8 Web Vees Load 12500 6500 6000 12500 6500 6000 12500 6500 6000 Spacing 6'11-5/S A 1 A\J \J n • o\j \j 7-7-3/4 A I A\J \J 01 A\J 7'10-5/8 n • o\j \jn i n\j \j 8'5-7/8 Location 6 '11-5/8 6'll-5/8 6'11-5/S 14'7-3/8 14'7-3/8 14 '7-3/8 22 '6 22 '6 22'6 Point U4 U4 U4 U8 U8 U8 U12 U12 U12 Type SJI Dead Live SJI Dead Live SJI Dead Live NtUp Dead o.ooo o.ooo 0.000 0.000 367.875 in Design length 990 in4 Ix L/ 721 Live Defl 1.000 in Chord gap 18.906 in Left End 20729 # SJI reaction Live Equk Wind 2Liv 3DLd 0.000 30.000 0.000 0.000 0.000 Ki 0.000 30.000 0.000 0.000 0.000 Ki 4688 # Minimum Shear 0 in4 Minimum Ix L/ 335 SJI Defl 0.392 in Camber 23.469 in Right End 18771 # SJI reaction Top Chord: 2-LL3-1/2X.344 Ix= 5,323 Center: L = 23.656 Chord shear: V = 20621 A = 4.579 Iy= 15.651 P =-101227 C = 56414 Y = 1.002 Fy = 50000 Rx = 1.078 Ry = 1.849 Paz=-121794 M = 0 fv,= 8563 fc = 12319 Bearing seats: Tag End LLV5x3.5x.5 Weld 3.86" Opposite End LLV5x3.5x.5 Weld 3.48" Q = 1.000 Rz = 0.688 No Fillers f = 10549 Bot Chord; 2-LL3x3x.313 A = 3.560 0.865 Fy = 50000 Q = 1.000 Ix= 3.024 Iy= 9.659 Rx = 0.922 Ry = 1.647 Rz = 0.589 Center: L = 46.,594 P = 106868 Pa = 106802 Chord shear: V = 20637 T = 37092 fv = 10989 ft = 10419 f = 12161 Job #6N01790G. - S3 Customer Vallev Joist West Page 18 VI.92 By KH 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 3 TAG COLOR: GREEN **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G38 1 - 24G4N12.5/6.0 x 30'11.875 Special Crimped angle Parallel chord Girder Tensile Length Location UO Ul •U2 U2 U3 U4 U4 U5 US U6 U7 U8 US U9 U10 uio Ull U12 U12 U13 U14 U14 U15 U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -LIB -L15 -L15 Web W2L VI W3L W4L V2 W5L W6L V2 W7L W8L V2 W9L W9R V2 W8R W7R V2 W6R W5R V2 W4R W3R V3 W2R Slope 56 34 14 43 0 43 46 0 46 46 0 46 46 0 46 46 0 46. 49, 0. 49, 34. 25. 56. .94 .29 .71 .37 .00 .37 .02 .00 .02 .02 .00 .02 .91 .00 .91 .91 .00 .91 .01 .00 .01 .02 .45 .94 in 40 26 22 30 22 30 31 22 31 31 22 31 32 22, 32, .32. 22, 32, 33. 22. 33. 26. 24. 40. .57 .79 .88 .45 .13 .45 .87 .13 .87 .87 .13 .87 .40 .13 .40 .40 .13 .40 ,74 .13 .74 .70 51 57 Member 2-LL2X2X.163 l-LLlxlx.109 2-LL1-3/4X. 143 1-LL2X2X.250 l-LLlxlx.109 2-LL2X2X.163 1-LL1-3/4X.125 l-LLlxlx.109 l-LL2x2x.!63 1-LL1-3/4X.125 l-LLlxlx.109. 1-LL2X2X.163 1-LL1-3/4X.156 l-LLlxlx.109 1-LL1-1/2X.109 1-LL2X2X.143 l-LLlxlx.109 1-LL1-1/2X.109 2-LL2X2X.163 l-LLlxlx.109 l-LL2x2x.250 2-LL1-3/4X.143 l-LLlxlx.109 2-LL2x2x.l56 Area in2 1 0 0 0 0 1 0 0 0 0 0 0 0 0, 0, 0. 0, 0, 1. 0. 0. 0. 0. 1. .251 .206. .960 .938 .206 .251 .422 .206 .625 .422 .206 .625 .522 .206 .315 .552 .206 .315 .251 ,206 ,938 960 206 199 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0, 0, 0. 0. 0. 0. 6. 0. R in . 621x .196z .543x .391z .196z . 621x .3477 .196z .395z .347z .196z .395z .3452 .196z .297Z .396z . 196Z .297Z . 621X .196Z ,391z ,543x , 196Z 622X Shear Ibs 20637 0 5155 20564 0 5127 . 7945 0 1971 7820 0 1939 1436 0 5807 1468 0 5935 4625 0 18569 4659 0 18679 Force Ibs 37826 0 5330 28287 0 7052 11442 0, 2838 11262 0 .2793 2101 0 8499 2148 0 8687 7051 0 . 28308 5621 0 . 34237 Allow Ibs 37526 6184 28803 28125 6184 37526 12656 6184 18763 12656 6184 18763 15650 6184 9454 16547 6184 9454 37526 6184 28125 28803 6184 35980 Corapressive Shear Ibs S159 1000 20621 5141 1128 20507 1986 1673 7882 1955 1985 7758 5742 2025 1452 5871 1791 1484 18499 1248 4642 18638 1000 4670 Force Ibs 9457 1210 21320 7072 1128 28209 2860 1673 11352 2816 1985 11172 8405 2025 2125 8593 1791 2172 28203 1248 7077 22485 1107 8559 Allow Ibs 28813 1651 23494 18226 2418 29396 6649 2418 11474 6649 2418 11474 8347 2418 3945 9666 2418 3945 28430 2418 16622 22567 1972 27217 Weld Thick Available X Length .16x7 .11x0 .14x5 .25x3 .11x0 .16x5 .13x3 .11x0 .16x2 .13x3 .11x0 .16x2 .16x1 .11x0 .11x2, .14x2, .11x0, .11x2, .16x5, .11x0. .25x3. .14x5, .11x0. .16x7. .8 .4 .0 . 8M .3 .8 .1 .5 .3 .0 .6 .3 .8 .6 .6 .0 .6 .7 .8 .4 . 8M .3 :3 .4 Weld (in) Top/Bottm 10 3 7 4 3 8 4 3 4 4 3 4, 4. 3, 4. 4, 3. 4, 9. 3. 4, 7. 3. 10, • 3/ .2/ • 7/ • 5/ .O/ .5/ .4/- .O/ .«/ .4/ .O/ • 6/ • 4/ .O/ • 2/ .7/ .O/ • 2/ • I/ .o/ .8/ .9/ • I/ .3/ 8 3 6 4 3 7 4 3 5 4 3 5 4 3, 4, 5, 3. 4. 7. 3, 5, 6, 3, 8. .6 .5 .8 .9 .0 .3 .9 .0 .1 .9 .0 .1 .9 .0 .7 .2 .0 .7 .7 .0 .4 .8 .3 .6 Job #6N01790J - SI Customer: Valley Joist West Page 1 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC .(92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T2 1 - 32LH1000/520 x 27' 7.250 Special Crimped angle Parallel chord Longspan ' End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Y Top Chord Ext BCX Holdback 2 0' 1.500 Pitch EP/#1L 54.000 54.000 Uniform Live load 520 #/ft full length Uniform SJI load 1000 #/ft full length Uniform Dead load 480 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.728 in Effective Depth 27.500 in Clear Depth 1197360 in-#Moment 48.000 in Interior Panel 6 Web Vees 327.250 in Design length 793 in4 Ix L/1162 Live Defl 1.000 in Chord gap 33.812 in Left End 14635 # SJI reaction 3409 # Minimum Shear 0 in4 Minimum Ix L/ 571 SJI Defl 0.310 in Camber 33.812 in Right End 14635 # SJI reaction Top Chord: 2 Bridg < 243" Center: Tag end panl : First point: Chord shear : Bearing ^eats -LL2-1/2X.212 A = Ix= L = L = V = 1.219 24.000 33.812 10202 j_ Tag End . Opposite End Bot Chord: 2 Center: Chord shear: Location Web Slope UO -LI W2 59.42 Ul -LI VI 30.62 U2 -LI W3 26.95 O2 -L3 W4 37.99 U3 -L3 V2 0.00 U4 -L3 W5 37.99 -LL2x2x;187 Ix= L = V = Length in 60.40 35.71 34.47 38.99 30.73 38.99 0.544 48.000 13068 Member iy=p =p =P _ c = - - - 2 . 030 4.158 38128 22114 22114 31422 Y — Rx ' = Paz= Paz= Pa = fv = LLV4x3x3/8 Weld 4 LLV4x3x3/8 Weld 4 A - P = T — Area in2 1-LL2X2X.232 0.874 1-LL1-1/2X.109 0.315 l-LL2x2x.232 0.874 1-LL1-1/2X.' 1-LL1-1/4X. 1-LL1-3/4X. 125 0.359 109 0.261 125 0.422 1.426 2.173 38967 25553 R Shear 0 0 0 0 0 0 in Ibs .3922 13068 .2972 .3922 .2962 .2472 .3472 0 0 7720 0 0 Y Rx = Pa = fv = Tensile Force Ibs 25687- 0 0 ' 9796. 0 0 0 703 0.775 -51834 -37848 -54813 9625 .33" .33" 0 569 0.617 42782 17470 Fvry Ry M M M fc Fvry Ry ft _ = = cnnon 1.431 2009 6660 10497 15478 c nnnn 1.234 17919 Compressive Allow Shear Force Ibs 26225 9454 26225 10781 7819 12656 Ibs ' 0 3913 Ibs 0 4547 10202 11445 0 3157 5647 . 0 3157 7165 Allow Ibs 9764 5088 11702 5332 4182 7208 Q = 0.967 Rz = 0.493 No Fillers No Filler f = 12350 Q Rz = 1.000 = 0.394 = 19634 U4 -L5 W6 37.99 38.99 1-LL1-1/4X.109 0.261 0.247Z 3573 4534 7819 0 0 2767 .11x1.4 3.3/ 3.0 Job #6N01790J - SI Customer: Vallev Joist West Page 2 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 '. SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T2 1 - 32LH1000/520 x 27' 7.250 Special Crimped angle Parallel chord Longspan . Tensile Compressive Location _ Web Slope US -L5 V2 0.00 U6 -L5 W7 37.99 Length in 30.73 38.99 Member 1-LL1-1/4X. 1-LL1-1/2X. .109 ,109 Area in2 0.261 0.315 R Shear Force in Ibs Ibs 0, 0, .247z .2972 0 0 0 0 Allow Ibs 7819 9454 Shear Ibs 3191 34C9 Force Allow Ibs Ibs 3191 4325 4182 4606 Weld Available Thick x Weld (in) Length Top/Bottm .11x1.0 3.0/ 2.5 .11x1.3 3.5/ 3.3 Job #6N01790J - SI Customer: Valley Joist West Page 3 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE . ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 . SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T4B 1 - 32LH1000/520 X Parallel chord Longspan 28' 2.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E 0' 1.000 BCX Holdback Pitch 0' 5.500 EP/#1L 54.000 54.000 Uniform Live load 520 #/ft full length Uniform SJI load 1000 #/f't full length Uniform Dead load 480 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. Equk 1600# AddLoad on Top chord at panel points. 32.000 in Deep 30.721 in Effective Depth 27.500 in Clear Depth 1249148 in-#Moment 48.000 in Interior Panel 6 Web Vees 334.500 in Design length 818 in4 Ix L/1123 Live Defl 1.000 in Chord gap 35.625 in Left End 14937 # SJI reaction 0.000 in Tag TCX Defl 3484 # Minimum Shear 0 in4 Minimum Ix L/ 552 SJI Defl 0.324 in Camber 35.625 in Right End 14937 # SJI reaction Top Chord: 2-LL2-l/2x.230 Bridg < 244" Ix= 1.309 Center: L = 24.000 Tag end panl: L = 35.625 First point: Chord shear: V = 10271 Bearing seats: Tag End ] Opposite End ] Bot Chord: 2-LL2x2x.l87 Ix= 0.544 Center: L =48.000 Chord shear: V = 13298 A = P = P = P = C = A = iy=p = T = Length Area Location UO Ul U2 U2 U3 -LI -LI -LI -L3 -L3 Web W2 VI W3 W4 V2 Slope 59.43 28. 32. 38. 0, .06 .07 .00 ,00 in 60 34. 36. 38. 30. .40 .81 .25 .98 .72 Member 1-LL2X2X.232 0.874 1-LL1-1/2X.109 0.315 2-LL1-1/2X.109 0.630 1-LL1-1/2X.125 0.359 30.72 1-LL1-1/4X.109 0.261 - - - 2.194 4.520 39824 22508 22508 33125 Y = Rx = Paz= Paz= Pa.= fv = x3/8 Weld 4 x3/8 Weld 4 0 0 0 0 0 1.426 2.173 40661 27264 R Shear in Ibs .392z 13298 .297z 0 .297z 0 .296Z 7715 .247z 0 Y = Rx = Pa = 'fv = Tensile Force Ibs 26143 0 0 9790 0 0.710 0.772 -57535 -40387 -59243 8932 .08" .08" 0.569 0.617 42782 17778 Fy Ry . M M M fc Fy Ry ft = = = = = = = = = . 50000 1.435 1945 7377 11687 15097 50000 1.234 19119 Compressive Allow . Shear Force Ibs 26225 9454 18907 10781 7819 Ibs - 0 4068 . Ibs 0 4610 10271 12121 0 3280 0 3280 Allow Ibs 9765 5215 13148 5333 4183 Q Rz No No f Q Rz f Weld Thick x Length .19x4.7 .11x1.4 .11x3.7 .13x2.6 .11x1.0 = 0.996 = 0.492 Fillers Filler = 11694 = 1.000 = 0.394 = 20185 Available Weld (in) Top/Bottm 5.3/ 5.2 3.3/ 3.0 - 5. 7/ 4.7 3.5/ 3.3 3.0/ 2.5 U4 -L3 W5 38.00 38.98 1-LL1-3/4X.125 0.422 0.347Z 0 0 12656 5643 7161 7209 .13x1.9 3.8/ 3.5 Job #6N01790J - SI Customer: Valley Joist West Page 4 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 . 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 . ' PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE'OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T4B 1 - 32LH1000/520 x 28' 2.500 Special Crimped angle Parallel chord Longspan Location U4 -LS U5 -L5 U6 -L5 Web Slope W6 38.00 V2 0.00 W7 38.00 Length in 38.98 30.72 38.98 Member 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-1/2X.109 Area R in2 in 0.261 0.247Z 0.261 0.247Z 0.31S 0.297Z Shear Ibs 3572 0 0 Tensile Force Ibs 4532 0 0 Compressive Allow Ibs 7819 7819 9454 Shear Ibs 0 3313 3484 Force Allow Ibs Ibs 0 2767 3313 4183 4422 4606 Weld Thick x Length .11x1.4 .11x1.0 .11x1.4 Available Weld (in) Top/Bottm 3.3/ 3.0 3.0/ 2.5 3.5/ 3.3 Job #6N01790J - SI Customer: Valley Joist West Page 5 VI.92 By GS 15:28 Entered 12/18/06- Revised 12/28/06 JD2, .INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO ,PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T9 6 - 32LH1200/600 x 33 Parallel chord Longspan 3.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch 0' 5.500 EP/#1L 54.000 54.000 Uniform Live load 600 #/ft full length Uniform SJI load 1200 #/ft full length Uniform Dead load 600 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3-1/2" SHORT BEARING TE 32.000 in Deep 395.500 in Design length 30.449 in Effective Depth 1159 in4 Ix 26.500 in Clear Depth L/ 834 Live Defl 2054128 in-#Moment 1.000 in Chord gap 48.000 in Interior Panel 26.875 in Left End 8 Web Vees 20775 # SJI reaction 4944 # Minimum Shear 0 in4 Minimum Ix L/ 401 SJI Defl 0.453 in Camber 26.875 in Right End 20775 # SJI reaction Top Chord: 2-LL3x3x.227 Bridg < 277" Center: Sixth: Tag end panl: First point: Chord.shear: Ix= 2.285 L = 24.000 L = 24.000 L'= 26.875 V = 16608 A = Iy= P = P = P = P = C = 2.621 6.949 -66468 -58518 -32960 -32960 42620 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.834 0.934 -68780 -65898 -55118 -70765 12194 Fy = Ry = M = M = M = fc = 50000 1.628 2400 5138 7781 16261 Bearing seats: Tag End LLV4x3x3/8 Weld Opposite End LLV4x3x3/8 Weld 5.87" 5.87" Bot Chord: 2-LL2-l/2x.250 A = Ix= 1.406 Iy= Center: L = 48.000 P = Chord shear: V = 19300 T = 2.375 4.924 67462 31689 Y Rx Pa fv 0.717 0.769 71250 15440 Fy Ry 50000 1.440 Q = 0.922 Rz = 0.594 4 Fillers No Fillers No Filler f = 14656 Q = 1.000 Rz = 0.491 ft = 13343 f = 16819 Job #6N01790J - SI Customer; Valley Joist West Page 6 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Corranents: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T9 6 - 32LH1200/600 x 33' 3.500 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4. U4 US U6 U6 U7 US -LI -LI -LI -L3 -L3 -L3 -L5 -LS -LS -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 via V2 W9 Slope 59 39 3 38 0 38, 38. 0. 38. 38. 0. 38. .65 .53 .29 .25 .00 .25 .25 .00 .25 .25 .00 25 in 60 39 30 38 30. 38. 38. 30. 38. 38. 30. 38. .26 .48 .50 .77 .45 .77 .77 .45 .77 77 45 77 Member 2-LL2x2x.l87 1-LL1-1/2X.125 2-LL1-1/2X.125 l-LL2x2x.!56 1-LL1-1/4X.109 1-LL2X2X.200 1-LL1-3/4X.12S 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area in2 1 0 0 0 0. 0. 0. 0. 0. 0. 0. 0. .426 .359 .719 .600 .261 .760 ,422 .261 .480 .261 ,261 ,422 0 0 0 0 0 0 0, o: 0. 0. 0. 0. R in .3942 .296z .296z .396Z .2472 .3932 .347z .247z ,346z ,247z ,247z ,347z Shear Ibs 19300 0 0 14003 0 0 9082 0 0 4944 0 0 Force Ibs 38195 0 0 17830 0 0 11564 0 0 6295 0 0 Allow Ibs 42782 10781 21563 17990 7819 22800 12656 7819 14402 7819 7819 12656 Compressive Shear Ibs 0 3815 16608 0 3613 11543 0 3693 6621 0 3732 4944 Force Ibs 0 4946 16635 0 3613 14697 0 3693 8431 0 3732 6295 . Allow Ibs 28096 5238 16764 11625 4228 15347 7242 4228 8505 2798 4228 7242 Weld Thick Available X Length .19x6 .13x1 .13x4 .16x3 .11x1 .19x2 .13x3 .11x1 .14x2. .11x1. .11x1, .13x1, .9 .3 .5 .8 .1 .6 .1 .1 .0 .9 .2 .7 Weld (in) Top/Bottm 9 3, 6. 4. 3, 4, 4. 3. 4. 3. 3. 4. •3/ •9/ • 9/ •3/ • 3/ • 3/ >!/ 3/ I/ 6/ 3/ I/ 7 4 5 4 3 4 4. 3. 4. 3. 3. 4. .3 .0 .9 .4 .0 .4 .1 .0 ,1 6 .0 .1' Job #6N01790J - SI Customer: Valley Joist West Page 7 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION.AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T11 1 - 32LH1380/840 x Parallel chord Longspan 33' 3.500 Special Crimped angle End Length Depth Tag 6.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch 5.500 EP/#1L 54.000 54.000 Uniform Live load 840 #/ft full length Uniform SJI load 1380 #/ft full length Uniform Dead load 540 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3-1/2" SHORT BEARING TE 32.000 in Deep 395.500 in Design length 30.304 in Effective Depth 1399 in4 Ix 26.000 in Clear Depth L/ 719 Live Defl 2347416 in-#Moment 1.000 in Chord gap 48.000 in Interior Panel 26.875 in Left End 8 Web Vees 23741 # SJI reaction 5685 # Minimum Shear 1361 in4 Minimum Ix L/ 423 SJI Defl 0 .453 in Camber 26.875 in Right End 23741 # SJI reaction Top Chord: 2-LL3x3x.281 Bridg < 279" Center: Tag end panl: First point: Chord shear: Ix= 2.756 L = 24.000 L = 26.875 V = 18969 A = ly= P = p = P = c = 3.214 8.645 -76321 -37861 -37861 48938 Y = Rx = Paz= Paz= Pa = fv = 0.854 0.926 -87083. -72423 -867,80 11251 Fy = Ry = M = M = M = fc = 50000 1.640 2760 5909 8948 15226 Bearing seats: Tag End LLV4x3x3/8 Weld 5.45" Opposite End LLV4x3x3/8 Weld 5.45" Bot Chord: 2-LL3X3X.250 A = 2.875 Y = 0.842 Ix= 2.488 Iy= 7.669 Rx = 0.930 Center: L = 48.000 P = 77462 Pa = 86250 Chord shear: V = 22064 T = 36387 fv = 14710 Fy Ry 50000 1.633 Q = 1.000 Rz = 0.591 No Fillers No Filler f = 13585 Q = 0.961 Rz = 0.592 ft = 12656 f = 16013 Job #6N01790J - SI Customer: Vallev Joist West Page 8 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE . ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO,PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T11 1 - 32LH1380/840 x 33' 3.500 Special Crimped angle Parallel chord Longspan Tensile Length Location 00 Ul U2 U2 U3 04 U4 US 06 06 O7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -LS -L7 -L7 -L7 Web W2 VI W3 W4 V2 WS W6 V2 W7 W8 V2 W9 Slope 59. 39. 3. 38. 0. 38. 38. 0. 38. 38. 0. 38. .77 .66 .31 .38 ,00 .38 .38 00 .38 ,38 00 38 in 60 39 30 38 30 38 38 30. 38 38 30. 38. .19 .36 .35 .66 .30 .66 .66 .30 .66 .66 .30 .66 Member 2-LL2X2X.200 1-LL1-3/4X.125 2-LL1-3/4X.125 1-LL2X2X.176 1-LL1-1/4X.109 1-LL2X2X.232 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL2X2X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area in2 1 0 0 0 0 0 0 0. 0 0 0. 0. .520 .422 .844 .673 .261 .874 .'480 .261 .552 .261 .261 .422 0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. R in .393z .347z .3472 .394Z .247Z .392z ,346z ,2472 .396z .247z 247z 3472 Shear Ibs 22064 0 0 15983 0 0 10342 0 0 5685 0 0 Force Ibs 43822 0 0 20389 0 0 13193 0 0 7252 0 0 Allow Ibs 45600 12656 25313 20191 7819 26225 14402 . 7819 16547 7819 7819 . 12656 Compressive Shear Ibs 0 4236 18969 0 4005 13163 0 4096 7521 0 4142 5685 Force Ibs 0 5503 19001 0 4005 16791 0 4096 9594 0 4142 7252 Allow Ibs 29937 7150 19405 13475 4252 . 17645 8527 4252 10432 2815 4252 7259 weld Thick Available X Length .19x7 .13x1 .13x5, .18x3 .11x1. .19x3, .14x3. .11x1. .14x2. .11x2. .11x1. .13x2. .8 .5 .1 .9 .2 .0 .1 .3 .3 .2 3 0 Weld (in) Top/Bottm 9 4 7, 4. 3. 4. 4. 3. 4. 3. 3. 4. • 2/ •I/ • I/ • 3/ •3/ ,3/ •I/ •3/ • 3/ •6/ 3/ I/ 9.2 4.5 7.1 4.7 3.3 4.7 4.4 3.3 4.7 3.9 3.3 4.4 Job #6N01790J - SI Customer; Valley Joist West Page 9 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR****'* **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO•PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T23B 1 - 32LH1440/955 X Parallel chord Longspan 31'10.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Holes Y Y Top Chord Ext BCX Holdback' 2 0' 5.500 2 0' 5.500 Pitch EP/#1L 54.000 54.000 Uniform Live load 955 #/ft full length Uniform SJI load 1440 #/ft full length Uniform Dead load 485 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. Equk 1600# AddLoad on Top chord at panel points. Equk.l600# AddLoad on Bottom chord at panel points. 32.000 in Deep 378.500 in Design length 30.304 in Effective Depth 26.000 in Clear Depth 2243559 in-#Moment 48.000 in Interior Panel 7 Web Vees 1399 in4 Ix L/ 722 Live Defl . 1.000 in Chord gap 34.625 in Left End 23710 # SJI reaction 5677 # Minimum Shear 1357 in4 Minimum Ix L/ 463 SJI Defl 0.415 in Camber 34.625 in Right End 23710 # SJI reaction Top Chord: 2-LL3x3x.281 Bridg < 279" Center: Tag end panl: First point: Chord shear: Ix= 2.756 L = 24.000 L .= 34.625 V = 17295 A = iy=p =p =p =c = 3.214 8.645 -74035 -36884 -36884 54985 Y = Rx = Paz= Paz= Pa = fv = 0 . 854 0.926 -87083 -66393 -86780 10258 Fy Ry M M M fc = = = ^= = =Z 50000 1.640 2876 10046 15874 17107 Bearing seats: Tag End LLV4x3x3/8 Weld Opposite End LLV4x3x3/8 Weld Bot Chord: 2-LL3X3X.250 • Ix= 2.488 Center: L = 48.000 Chord shear: V = 21495 5.44" 5.44" A = ly=' P =' T = 2.875 7.669 72845 44269 Y Rx Pa fv 0.842 0.930 86250 14330 Fy Ry 50000 1.633 Q = 1.000 Rz = 0.591 No Fillers No Filler f = 13356 Q = 0.961 Rz = 0.592 ft = 15398 f = 16267 Job #6N01790J - SI Customer: Vallev Joist West Page 10 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T23B 1 - 32LH1440/955 x 31'10.500 Special Crimped angle Parallel chord Longspan Tensile • Length Location 00 Ol O2 02 03 04 04 OS 06 06 O7 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -LS -L7 -L7 Web W2 VI • W3 W4 V2 W5 W6 V2 W7 VI8 V2 Slope 59 29 29 38 0 38 38. 0. 38. 38. 0. .77 .83 .65 .38 .00 .38 .38 .00 ,38 ,38 .00 in 60 34 34 38 30 38 38. 30. 38. 38. 30. .19 .93 .87 .66 .30 .66 ,66 .30 ,66 .66 .30 Member 2-LL2X2X.187 1-LL1-1/2X.125 2-LL1-3/4X.143 1-LL2X2X.156 1-LL1-1/4X.109 1-LL2X2X.187 1-LL1-1/2X.125 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-1/4X.109 Area in2 1 0 0 0 0 0 0. 0. 0. 0, 0. .426 .359 .960 .600 .261 .713 .359 .261 .422 .261 .261 0 0 0 0 0 0 0 0. 0, 0. 0, R in .394z .296Z .346Z .396z .247z .394Z .296Z ,247z ,347z .247Z .247z Shear Ibs 21495 0 0 13714 0 0 7827 0 0 5677 0 Force Ibs 42691 0 0 17493 0 0 9984 0 0 7242 0 Allow Ibs 42782 10781 28803 17990 7819 21391 10781 7819 12656 7819 7819 Compressive Shear Ibs 0 5315 17295 0 4155 10770 0 4226 5677 2 4250 Force Ibs 0 6127 19900 0 4155 13739 0 4226 7242 2 4250 Allow Ibs 28121 6090 22393 11646 4252 14444 5397 4252 7259 2815 4252 Weld Thick Available X Length .19x7 .13x1 .14x4 .16x3. .11x1 .19x2. .13x2. .11x1. .13x2. .11x2. .11x1. .7 .7 .7 .8 .3' .5 ,7 3 0 2 3 Weld (in) Top/Bottm 9.2/ 3.6/ 6.8/ 4.3/ 3.3/ 4.3/ 3.8/ 3 .3/ 4. I/ 3 .6/ 3.3/ 9 3 6 4 3 4 4, 3. 4. 3. 3. .2 .9 .8 .7 .3 .7 .2 .3 4 .9 .3 Job #6N01790J - SI Valley Joist West Page 11 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC..#10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE. PACIFICA CARLSBAD, CA 92009 . . SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T26 1 - 32LH1000/550 X Parallel chord Longspan , 31'10.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Holes Y Y Top Chord Ext'BCX Holdback 2 0' 5.500 2 0' 5.500 Pitch EP/#1L 54.000 54.000 Uniform Live load 550 #/ft full length Uniform SJI load 1000 #/ft full length Uniform Dead load 450 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.705 in Effective Depth 27.500 in Clear Depth 1586940 in-#Moment 48.000 in Interior Panel 7 Web Vees 378.500 in Design length 919 in4 Ix L/ 824 Live Defl 1.000 in Chord gap 34.625 in Left End 16771 # SJI reaction 3943 # Minimum Shear 0 in4 Minimum Ix L/ 431 SJI Defl 0.415 in Camber 34.625 in Right End 16771 # SJI reaction Top Chord; 2-LL2-1/2X.230 Bridg < 244" Ix= 1.309 Center: Tag end panl: First point: Chord shear: L = 24.000 L = 34'. 625 A = 2.194 Iy= 4.520 P = -51684 P = -25726 P = -25726 C = 38384 Y = 0.710 Rx = 0.772 Paz= -57535 Paz= -41133 Pa = -59243 fv = 10661 Fy = 50000 Ry = 1.435 M = 1997 M ' = 6977 M = 11023 fc = 17494V = 12260 Bearing seats: Tag End LLV4x3x3./8 Weld 4.62" Opposite End LLV4x3x3/8 Weld 4.62" Q = 0.996 Rz = 0.492 No Fillers No Filler f = 13790 Bot Chord: 2 Center: Chord Location UO -LI HI -LI U2 -LI D2 -L3 U3 -L3 U4 -L3 shear : web Slope W2 59.44 VI 29.50 W3 29.33 W4 38.01 V2 0.00 W5 38.01 -LL2x2x.232 Ix= L = V = Length in 60.39 35.28 35.22 38.97 30.70 38.97 0.653 48.000 15191 Member 2-LL2X2X.200 1-LL1-1/2X.109 2-LL1-1/2X.125 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL2X2X.143 A = Iy= P = T = Area in2 1.520 0.315 0.719 0.422 0.261 0.552 1.748 Y - 2.712 Rx = 50852 Pa = 30904 fv = R in 0.393z 0.297z 0.296z 0.3472 0.247Z 0.396Z Tensile Shear Force Ibs • Ibs 15191 29876 0 ' 0 0 0 9754 12380 0 0 0 0 0.585 0.611 52451 16369 Fy = Ry • = ft = 50000 1.246 17676 Compressive Allow Shear Force Ibs 45600 9454 21563 12656 7819 16547 Ibs Ibs 0 0 •3997 4593 12260 14062 0 0 3192 3192 7690 9761 Allow Ibs 29860 5149 15889 7211 4185 10381 Q Rz f Weld Thick x Length .20X5.0M .11x1.4 .13x3.8 . 13x3 . 3 .11x1.0 .14x2.3 = 1.000 = 0.392 = 18603 Available Weld (in) Top/Bottm 7.3/ 5.4 3.3/ 3.0 5.7/ 4.6 3.8/ 3.5 3.0/ 2.5 4.0/ 3.7 U4 -L5 W6 38.01 38.97 1-LL1-1/4X.109 0.261 0.247Z 5627 .7142 7819 . 0 .0 2769 .11x2.2 3.3/ 3.0 Job #6N01790J - SI Customer: Vallev Joist West . Page 12 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T26 1 - 32LH1000/550 x 31'10.500 Special Crimped angle Parallel chord Longspan Location US -LS U6 -L5 U6 -L7 U7 -L7 Tensile Web V2 W7 W8 V2 Slope 0 38 38, 0. .00 .01 .01 .00 Length in 30.70 38.97 38.97 30.70 Member 1-UL1 l^LLl 1-LL1 1-LL1 -1/4X.109 -1/2X.125 -1/4X.109 -1/4X.109 Area in2 0.261 0.359 0.261 0.261 0 0. 0. 0. R in .247z ,296z .247z .247Z Shear Ibs 0 0 3943 0 Force Ibs 0 0 5004 0 Allow Ibs 7819 10781 7819 7819 Compressive Weld Available Weld (in) Top/Bottm 3.0/ 2.5 3.5/ 3.3 3.3/ 3.0 3.0/ 2.5 Job #6N01790J - SI Customer Vallev Joist West Page 13 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 . PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T29 3 - 32LH1200/600 x 31'10.500 Special Crimped angle Parallel chord Longspan . End Length Depth Tag 6.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext Y Y BCX Holdback Pitch EP/#1L 2 O1 5.500 54.000 2 O1 5.500 54.000 Uniform Live load 600 #/ft full length Uniform SJI load 1200 #/ft full length Uniform Dead load 600 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.466 in Effective Depth 26.500 in Clear Depth 1885403 in-#Moment 48.000 in Interior Panel 7 Web Vees 378.500 in Design length 1049 in4 Ix L/ 862 Live Defl 1.000 in Chord gap 34.625 in Left End 19925 # SJI reaction 4731 # Minimum Shear 0 in4 Minimum Ix L/ 413 SJI Defl 0.415 in Camber 34.625 in Right End 19925 # SJI reaction TOD Chord: 2 Bridg < 277" Center: Sixth: Tag end panl : First Chord Bearing point : shear : seats -LL3x3x.219 Ix= 2.213 L = 24.000 L = 24 .000 L = 34.625 V = 14548 A •' = iy=p =p =p =p =c = 2.532 6.699 -61886 -57905 -30819 -30819 45962 _L Tag End LLV4x3x3/8 Opposite End LLV4x3x3/8 Bot Chord: 2 Center: Chord shear : -LL2-1/2X.212 Ix= 1.219 L = 48.000 V = 18056 A - iy=p = T = 2.030 4.158 60891 37004 Y - Rx = Pax= Paz= Paz= .Pa = fv = Weld Weld Y - Rx = Pa = fv = 5 5 0.831 0.935 -65390 -62685 -48516 -68366 11072 .82" .82" 0.703 0.775 60903 17034 Tensile Location Web Slope UO -Ll Dl -Ll U2 -Ll 02 -L3 D3 -L3 W2 59.63 VI 29.70 W3 29.52 W4 38.23 V2 0.00 Length in Member 50.27 2-LL2x2x.l63 35.07 1-LL1-1/2X.125 35.01 2-LL1-3/4X.125 38.78 1-LL1-3/4X.156 30.47 1-LL1-1/4X.109 •Area in2 1.251 0.359 0.844 0.522 0.261 . R Shear Force in Ibs Ibs 0.395Z 18056 35719 0.296Z 0.347Z 0 0 0 0 0.345Z 11554 14708 0.247Z 0 0 Fy - Ry = M = M = M = fc = Fy - Ry = ft = 50000 1.627 2397 8372 13228 18152 50000 1.431 18228 Compressive Allow Shear Force • Ibs 37526 10781 . 25313 15650 7819 Ibs Ibs 0 0 4596 5291 14548 16718 0 0 3630 3630 Allow Ibs 23946 6065 18695 9388 4225 Q Rz 2 No No f Q Rz f Weld Thick x Length .16x7.4 .13x1.4 .13x4.5 .16x3.2 .11x1.1 = 0.907 = 0.594 Fillers Fillers Filler = 14316 - 0.967 = 0.493 = 19319 Available Weld (in) Top/Bottm 9.4/ 7.4 3.6/ 3.6 7.0/ 5.9 4. I/ 4.1 , 3.3/ 3.0 D4 -L3 W5 38.23 38.78 l-LL2x2x. 156 . 0.600 0.396Z 0 0 17990 9090 11572 11622 ..16x2.5 4.3/4.4 Job #6N01790J - SI Customer: Valley Joist West Page 14 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** 3 - 32LH1200/600 x 31'10.500 Special Crimped angle*T29 Parallel chord Longspan Tensile Compressive weld Available Location U4 US U6 U6 U7 -L5 -L5 -LS -L7 -L7 Length Web W6 V2 W7 W8 V2 Slope 38 0 38. 38. 0. .23 .00 .23 .23 .00 in 38 30 38. 38. 30. .78 .47 .78 .78 .47 Member 1-LL1-1/2X, 1-LL1-1/4X. 1-LL1-3/4X. 1-LL1-1/4X. 1-LL1-1/4X. Area in2 .109 .109 12S 109 109 0 0. 0. 0. 0. .315 .261 .422 261 261 0 0 0. 0. 0. R in .2972 .247z .347Z ,247z ,247z Shear Force Allow Shear Force Allow Thick x Weld (in) Ibs 6627 0 0 4731 0 lbs_ 8436 0 0 6023 0 Ibs 9454 7819 12656 7819 7819 Ibs 0 ' 3690 4731 0 3709 Ibs 0 3690 6023 0 3709 Ibs 4637 4225 7240 2796 4225 Length Top/Bottm .11x2.6 3.8/ 3.9 3.3/ 3.0 4.I/ 4.1 .11x1.1 .13x1.6 .11x1.9 .11x1.1 3.6/ 3.6 3.3/ 3.0 Job #6N01790J - SI Customer: Valley Joist West Page 15 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 ' 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T31 1 - 32LH1230/615 x Parallel chord Longspan 31'10.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Y Y Top Chord Ext BCX Holdback Pitch 2 2 0' 0' 5.500 5.500 EP/#1L 54.000 54.000 Uniform Live load 615 #/ft full length Uniform SJI load 1230 #/ft full length Uniform Dead load 615 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.459 in Effective Depth 26.500 in Clear Depth 1930173 in-#Moment 48.000 in Interior Panel 7 Web Vees : 378.500 in Design length 1094 in4 Ix L/ 877 Live Defl 1.000 in Chord gap 34.625 in Left End 20398 # SJI reaction 4850 # Minimum Shear 0 in4 Minimum Ix L/ 421 SJI Defl 0.415 in Camber 34.625 in Right End 20398 # SJI reaction Top Chord: 2-LL3x3x.219 Bridg < 277" Center: Sixth: Tag end panl: First point: Chord shear: Ix=. 2.213 L = 24.000 L =24.000 L = 34.625 V = 14892 A = P = P = P = P = C = 2.532 6.699 63369 59293 31560 31560 47063 Y .= Rx =• Pax= Paz= Paz= Pa = fv = 0.831 0.935 -65390 -62685 -48516 -68366 11333 Fy = Ry = M = M = M = fc = 50000 1.627 2457 8581 13559 18587 Bearing seats: Tag End LLV4x3x3/8 Weld 5.97" Opposite End LLV4x3x3/8 Weld 5.97" Bot Chord: 2-LL2-1/2X. 230 Center: Chord shear: Location UO Ul U2 U2 03 -LI -LI -LI -L3 -L3 Web W2 VI W3 W4 V2 Slope 59.64 29.70 29.52 38.24 0.00 Ix= L = V = Length in 60.26 35.07 35.00 38.78 30.46 1.309 48.000 18486 Member 2-LL2x2x,176 . 1-LL1-1/2X.125 2-LL1-3/4X.125 1-LL1-3/4X.156 1-LL1-1/4X.109 A - Iy= P = T =. Area in2 1.346 0.359 0.844 0.522 0.261 2.194 Y - 4.520 Rx = 62350 Pa = 37891 fv = Tensile 0 0 0 0 0 R in .394Z .296Z .347Z .345z .247z Shear Ibs 18486 0 0 11824 0 Force Ibs 36S75 0 0 15053 0 0.73 0.7r 658S 160' Allow Ibs 40381 10781 25313 15650 7819 Fy .= 50000 Ry = 1.435 ft = 17269 Compressive Shear Ibs Force Ibs Allow Ibs O'O 26227 4686 5395 6066 14892 17114 18696 0 0 9389 3695 3695 4226 Q = 0.907 RZ = 0.594 2 Fillers No Fillers. No Filler f = 14656 Q = 0.996 Rz = 0.492 f = 18247 Available Weld (in) Top/Bottm 9.4/ 7.3 3.6/3.6 7.0/ 5.8 4.I/ 4.1 3.3/ 3.0 04 -L3 . W5 38.24 38.78 l-LL2x2x.163 0.625 0.395Z 0 0 18763 .9300 11840 12266 .16x2.4 4.3/ 4.4 Job #6N01790J - SI Customer; Valley Joist West • Page 16 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO 'PA-INT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T31 1 - 32LH1230/615 x 31-10.500 Special Crimped angle Parallel chord Longspan Location Web Slope tH -L5 W6 38.24 US -L5 V2 0.00 U6 -L5 W7 38.24 U6 -L7 W8 38.24 U7 -L7 V2 0.00 Tensile Length in 38. 30. 38. 38. .30. .78 .46 .78 .78 46 Member 1-LL1-1/2X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-1/4X.109 Area in2 0. 0. 0. 0, 0. .315 :261 .422 .261 .261 0. 0. 0 0, 0. R in .297z .247Z .347Z ,247z ,247z Shear Ibs 6777 0 0 4850 0 Force Ibs 8628 0 0 6174 0 Allow Ibs 9454 7819 12656 7819 7819 Compressive Weld Available Shear Force Allow Thick x Weld (in) Ibs Ibs Top/Bottm 3.8/ 3.9 3.3/ 3.0 4.I/ 4.1 3.6/ 3.6 3.3/ 3.0 Job #6N01790J - SI Customer Valley Joist West Page 17 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA .'...-. . CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) . **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T40B 1 - 32LH1200/600 x 33' 3.500 Special Crimped angle Parallel chord Longspan End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch 0' 5.500 EP/#1L 54.000 54.000 Uniform Live load 600 #/ft full length Uniform SJI load 1200 #/ft full length Uniform Dead load 600 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. Equk 1600# AddLoad on Top chord at panel points. 3-1/2" SHORT BEARING.TE 32.000 in Deep .395.500 in Design length 30.449 in Effective Depth 1159 in4 Ix 26.500 in Clear Depth L/ 834 Live Defl 2054128 in-#Moment 1.000 in Chord gap 48.000 in Interior Panel 26.875 in Left End 8 Web Vees, 20775. # SJI reaction 4944 # Minimum Shear 0 in4 Minimum Ix L/ 401 SJI Defl 0.453 in Camber 26.875 in Right End 20775 # SJI reaction Top Chord: 2-LL3x3x.227 Bridg < 277" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 2.285 L = 24.000 L. = 24.000 L = 26.875 V = 16608 A = ly= P = P = P = P •— C = 2.621 6.949 -66468 -58518 -32960 -32960 42620 Y = Rx = Pax= Paz = Paz= Pa = fv = 0.834 0.934 -68780 -65898 -55118 -70765 12194 Fy = Ry = M = M. = M = fc = 50000 1.628 2400 5138 7781 16261 Bearing seats: Tag End LLV4x3x3/8 Weld 5.. 87" Opposite End LLV4x3x3/8 Weld 5.87" Bot Chord: 2-LL2-1/2X.250 A = 2.375 Y = 0.717 Ix= 1.406 Iy= 4.924 Rx = 0.769 Center: L = 48.000 P =. 67462 Pa = 71250 Chord shear: V = 19300 T = 31689 fv = 15440 Fy Ry 50000 1.440 Q = 0.922 Rz = 0.594 4 Fillers No Fillers No Filler f = 14656 ft = 13343 Q = 1.000 Rz = 0.491 f = 16819 Job #6N01790J - SI Customer Valley Joist West Page 18 -VI.92 By -GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 : 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA . , CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T40B 1 - 32LH1200/600 x 33' 3.500 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Webwa VI W3 W4 V2 ws W6 V2 W7 ws V2 W9 Slope 59 39 3 38 0 38 38 0 38 38, 0, 38. .65 .53 .29 .25 .00 .25 .25 .00 .25 .25 .00 ,25 in 60 39 30, 38 30 38 38 30 38 38, 30. 38. .26 .48 .50 .77 .45 .77 .77 .45 .77 .77 .45 ,77 Member 2-LL2x2x.l87 1-LL1-1/2X.125. 2-LL1-1/2X.125 1-LL2X2X.156 1-LL1-1/4X.109. 1-LL2X2X.200 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area in2 1 0 0, 0 0 0 0 0 0 0. 0. 0: .426 .359 .719 .600 .261 .760 .422 .261 .480 .261 .261 :422 0. 0, 0, 0. 0, 0, 0. 0, 0. 0. 0. 0. R in ,394z , 296z ,296z ,396z .247z .393z . 347z .2472 .346z ,247z 247z 347z Shear Ibs 19300 0 0 14003 0 0 9082 0 0 4944 0 0 Force Ibs 38195 0 0 17830 0 0 11564 0 0 6295 0 0 Allow Ibs 42782 10781 21563 17990. 7819 22800 12656 7819 14402 7819 7819 12656 Compressive Shear Ibs 0 3815 16608 6 3627 11543 0 3707 6621 0 3746 4944 Force Ibs 0 4946 16635 0 3627 14697 0 3707 8431 0. 3746 6295 Allow Ibs 28096 5238 16764 11625 ' 4228 15347 7242 4228 8505 2798 4228 7242 Weld Thick Lenql .19x6, .13x1, .13x4, .16x3. .11x1 .19x2 .13x3 .11x1 .14x2. .11x1. .11x1. .13x1. Available X :h .9 .3 .5 .8 .1 .6 .1 .1 ,0 .9 ,2 ,7 Weld (in) Top/Bottm 9, 3, 6 4 3 4 4 3 4. .3, 3. 4. . 3/ 7.3 . 9/ 4.0 .9/ 5.9 . 3/' 4.4 .3/ 3.0 .3/ 4.4 .!/ 4.1 .3/ 3.0 . I/ 4.1 , 6/ 3.6 ,3/ 3.0 ,!/ 4.1 Job #6N01790J - SI Customer Valley Joist West Page 19 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 . 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 . . SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T41 1 - 32LH1200/600 x 33' 3.500 Special Crimped angle Parallel chord Longspan End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch 0' 5.500 EP/#1L 54.000 54.000 Uniform Live load 600 #/ft full length Uniform SJI load 1200 #/ft full length Uniform Dead load 600 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.449 in Effective Depth 26.500 in Clear Depth 2054128 in-#Moment 48.000 in Interior Panel 8 Web Vees 395.500 in Design length 1159 in4 Ix L/ 834 Live Defl 1.000 in Chord gap 26.875 in Left End 20775 # SJI reaction 4944 # Minimum Shear 0 in4 Minimum Ix L/ 401 SJI Defl 0.453 in Camber 26.875 in Right End 20775 # SJI reaction Top Chord: 2-LL3x3x.227 Bridg < 277" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 2.285 L = 24.000 L = 24 .000 L = 26.875 V = 16608 A = ly= P = P = P = P =c = 2.621 6.949 -66468 -58518 -32960 -32960 42620 y = Rx = Pax= Paz= Paz= Pa = fv = 0.834 0.934 -68780 -65898 -55118 -70765 12194 Fy = Ry = M =. M = M = fc = 50000 1.628 2400 5138 7781 16261 Bearing seats: Tag End LLV4x3x3/8 Weld 5.87" Opposite End LLV4x3x3/8 Weld 5.87" Bot Chord: 2-LL2-l/2x.250 A = 2.375 Y = 0.717 Ix= 1.406 Iy= 4.924 Rx = 0.769 Center: L = 48.000 P = 67462 Pa = 71250 Chord shear: V = 19300 T = 31689 fv = 15440 Fy Ry 50000 1.440 Q = 0.922 Rz = 0.594 4 Fillers No Fillers No Filler f = 14656 ft = 13343 Q = 1.000 Rz = 0.491 f = 16819 Job #6N01790J - SI Customer: Valley Joist West Page 20 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 ; PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 . SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) . . : **NO PAINT*NO .PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T41 1 - 32LH1200/600 x. 33' 3.500 Special Crimped angle Parallel chord Longspan . Tensile Length Location DO Dl U2 U2 U3 U4 O4 US U6 U6 U7 08 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 ,51 ope 59 39 3 38, 0. 38. 38. 0. 38, 38, 0. 38. .65 .53 .29 .25 .00 .25 .25 .00 ,25 .25 ,00 ,25 in • 60 39 30 38 30 38, 38, 30, 38. 38. 30. 38. .26 .48 .50 .77 .45 .77 ..77 .45 .77 .77 .45 .77 Member 2-LL2X2X.187 1-LL1-1/2X.12S 2-LL1-1/2X.125 1-LL2X2X.156 1-LL1-1/4X.109 1-LL2X2X.200 ' 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area 1 0 0 0 0 0 0 0 0 0 0 0 in2 .426 .359 .•719 .600 .261 .760 .422 .261 .480. .261 .261 .422 0 0 0 0 0, 0, 0. 0, 0. 0. 0. 0. R in .394z .296z .296Z .396z .247z .393z . ,347z .247z .346z ,247z ,247z ,347z Shear Ibs 19300 0 0 14003 0 0 9082 0 0 4944 0 0 Force Ibs 38195 0 0 17830 0 0 11564 0 o • 6295 0 0 Allow Ibs 42782 10781 21563 17990 7819 22800 12656 7819 14402 7819 7819 12656 Compressive Shear Ibs . 0 , 3815 16608 0 3613 11543 0 3693 6621 0 3732 4944 Force Ibs 0 4946 16635 o' 3613 14697 0 3693 8431 0 3732 6295 Allow Ibs 28096 5238 16764 11625 4228 15347 7242 4228 8505 2798 4228 7242 Weld Thick Lenql .19x6 .13x1 .13x4 .16x3 .11x1, .19x2, .13x3, .11x1. . 14x2 . .11x1. .11x1. .13x1. Available X Weld (in) ;h Top/Bottm .9 .3 .5 .8 .1 .6 .1 .1 . .0 .9 ,2 7 9 3 6 4 3, 4, 4. 3. 4. 3. 3. 4. • 3/ • s/ -9/ • 3/ ,3/ •3/ •I/ ,3/ •I/ ,6/ 3/ •I/ 7 4 5 4 3 4, 4, 3, 4, 3. 3. 4. .3 .0 .9 .4 .0 .4 .1 .0 ,1 .6 .0 .1 Job #6N01790J - SI Customer: Vallev Joist West Page 21 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 . PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T46 1 - 32LH1230/615 x 33' 3.500 Special Crimped angle Parallel chord Longspan End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch 0' 5.500 EP/#1L 44.000 56.000 Uniform Live load 615 #/ft full length Uniform SJI load 1230 #/ft full length Uniform Dead load 615 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads: Load Spacing Location Point 6200. 3-1/2" SHORT BEARING TE 32.000 in Deep 30.304 in Effective Depth 26.000 in Clear Depth 2478795 in-#Moment 48.000 in Interior Panel 8 Web Vees 23'4 9-11-1/2 U5 Type SJI, Dead 395.500 in Design length 5842 # Minimum Shear 1399 in4 Ix L/ 983 Live Defl 1.000 in Chord gap 21.750 in Left End 25627 # SJI reaction 0 in4 Minimum Ix L/ 399 SJI Defl 0.453 in Camber 30.000 in Right End 23111 # SJI reaction Top Chord: 2-LL3x3x.281 Bridg < 279" Ix= 2.756 Center: Tag end panl: First point: Opp end panl: Last point: Chord shear: L = 24.000 L = 21.750 L = 30.000 V = 22066 Bearing seats: Tag End LLV4x3x3/8 Weld Opposite End LLV4x3x3/8 Weld A = ly= P = P • = P = P = P = C = 3.214 8.645 -81532 -33826 -33826 -38200 -38200 50203 Y = Rx = Paz= Paz = Pa = Paz= Pa = f v •= 0.854 0.926 -87083 -75990 -86780 -70082 -86780 13088 Fy Ry M M M M M . fc = = = - = = = = 50000 1.640 2460 3339 5443 6216 10630 15620 5.90" 5.30" Bot Chord; 2-LL3X3X.250 A = 2.875 Ix= 2.488 Iy= 7.669 Center: L = 48.000 P = 81798 Chord shear: V = 24407 T = 34804 Y Rx Pa fv 0.842 0.930 86250 16271 Fy Ry 50000 1.633 Q = 1.000 Rz = 0.591 No Fillers No Filler No Filler f = 15241 ft = 12106 Q = 0.961 Rz = 0.592 f = 17360 Job #6N01790J - SI Customer Valley Joist West Page 22 VI.92 By GS 15:28 Entered 12/18/06 Revised.12/28/06 JD2, INC. #10002 . . 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** *T46 1 - 32LH1230/615 x 33' 3.500 Special Crimped angle Parallel chord Longspan Tensile Location no Ul U2 U2 U3 U4 O4 US U6 U6 U7 US 'us U9 U10 U10 Ull U12 U12 U13 U14 U14 U15 U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L15 -L15 Web W2L VI W3L W4L V2 W5L W6L V3 W7L W8 V2 W9L W9R V2 W8 W7R V2 W6R W5R V2 W4R W3R V4 W2R Slope 54.19 33.75 6.59 38.38 0.00 38.38 38.38 0.00 38.38 38.38 0.00 38.38 38.38 0.00 38.38 38.38 0.00 38.38 38.38 0.00 38.38 14.79 38.38 60.70 Length in 51.79 36.45 30.51 38.66' 30.30 38.66 38.66 30.30 38.66 38.66 30.30 38.66 38.66 30.30 38.66 38.66 30.30 38.66 38.66 30.30 38.66 31.34 38.66 61.92 Member 2-LL2x2x.l87 1-LL1-1/2X.109 2-LL1-3/4X.143 1-LL2X2X.232 1-LL1-1/4X.109 2-LL1-3/4X.143 1-LL2X2X.163 1-LL1-3/4X.143 1-LL1-3/4X.143 1-LL1-1/4X.109- 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL2X2X.143 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL2X2X.216 1-LL1-1/4X.109 1-LL2X2X.176 2-LL1-3/4X.125 1-LL1-3/4X.12S 2-LL2X2X.200 . Area in2 1.426 0.315 0.960 0.874 0.261 0.960 0.625 0.480 0.480 0.261 0.261 0.261 0.480 0.261 0.261 0.552 0.261 0.480 0.817 0.261 0.673 0.844 0.422 1.520 R in 0.394Z 0.2972 0.3462 0.3922 0.2472 0.346Z 0.3952 0.3462 0.3462 0.247Z '0.2472 0.2472 0.346Z 0.2472 0.2472 0.396Z 0.247Z 0.346Z 0.392Z 0.247Z 0.3942 0.347Z 0.347Z 0.393z Shear Ibs 24407 0 0 19558 0 • 0 14517 0 0 5842 0 5842 0 0 5842 0 0 10268 0 0 15309 0 0 21437 Force Ibs 41712 0 0 24949 0 0 18518 0 0 7453 0 7453 0 0 7453 0 . 0 13098 0 0 19528 0 0 43804. Allow Ibs 42782 9454 28803 26225 7819 28803 18763 14402 14402 . 7819 7819 7819 14402 7819 7819 16547. 7819 14402 24520 7819 20191 25313 12656 45600 Compressive Shear Ibs 0 3472 . 22066 0 3711 17037 0 10034 5842 0 3868 755 5842 3860 0 7747 3812 0 12788 3722 .0 18240 4327 0 Force Ibs 0 4176 22212 0 3711 21733 0 10034 7453 .0 3868 962 7453 3860 0 ' 9882 3812 0 16313 3722 0 18864 5520 0 Allow Ibs 30961 4982 23239 17645 4252 21617 12291 10062 8527 2815 4252 2815 8527 4252 2815 10432 4252 8527 16517. 4252 1347S 19259 7259 29278 weld Thick X Length .19x7 .11x1 .14x5 .23x3 .11x1 .14x5 .16x3 .14x2 .14x1 .11x2 .11x1. .11x2. .14x1 .11x1 .11x2. .14x2. .11x1. .14x3, .19x2. .11x1. .18x3. .13x5. .13x1. .19x7. .5 .3 .2 .6M .1 .1 .8 .4 .8 .3 .2 .3 .8 .2 .3 .3 .2 .1 .9 ,1 ,7 ,1 .5 .8 Available Weld (in) Top/Bottm 8.3/ 8.3 3.7/ 4.0 7.0/ 7.0 4.3/ 4.7 3.3/ 3.3 7. I/ 7.1 4.3/ 4.6 3.8/ 3.8 4. I/ 4.4 3.6/ 3.9 3.3/ 3.3 3.6/ 3.9 4. I/ 4.4 3.3/ 3.3 3.6/ 3.9 4.3/ 4.7 3.3/ 3.3 4. I/ 4.4 4.3/ 4.7 3.3/ 3.3 , 4.3/ 4.7 6.8/ 6.8 4. I/ 4.5 9.4/ 9.4 Job #6N01790J - SI Customer Valley Joist West Page 23 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 Project: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Jl 1 - 32LH1000/520 X 24 Parallel chord Longspan 6.125 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext 8800 0' 7.875 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 520 #/ft full length Uniform SJI load 1000 #/ft full length Uniform Dead load 480 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. FULL SKEW TE NS 6" 32.000 in Deep 30.730 in Effective Depth 27.500 in Clear Depth 949328 in-#Moment 48.000 in Interior Panel 5 Web Vees 290.125 in Design length 754 in4 Ix L/1587 Live Defl 1.000 in Chord gap 36.531 in Left .End 13089 # SJI reaction 0.001 in Tag TCX Defl 3022 # Minimum Shear 0 in4 Minimum Ix L/ 774 SJI Defl 0.244 in Camber 36.531 in Right End 13089 # SJI reaction Top Chord: 2-LL2-l/2x.230 Bridg < 244" Ix= 1.309 24.000Center: Tag end panl: First point: Chord shear: L = L = 36.531 V =8270 Bearing seats: Tag End Bot Chord: 2-LL2x2x.l63 Ix= 0.482 Center: L = 48.000 Chord shear: V = 11387 Length Location UO Ol 02 U2 U3 -LI -LI -LI -L3 -L3 Web W2 VI W3 W4 V2 Slope 59.42 26.72 34.43 37.99 0.00 in Member 60.40 1-LL2X2X.200 34.40 1-LL1-1/2X.109 37.26 1-LL2X2X.232 38.99 1-LL1-1/4X.109 ,30.73 1-LL1-1/4X.109 A rp p p c .V iV A = y~ = = = = 4x3 4x3 = Iy= P T = ' = 2.194 4.520 -30893 -19269 -19269 27510 1x3/8 1x3/8 1.251 1.888 30047 23282 Y Rx = • = Paz= Paz= Pa fv Weld Weld Y Rx Pa fv = = 3 3 rz = = = 0.710 0.772 -57535 -39701 -59243 7192 .54" .54" 0.560 0.621 37526 17465 Tensile Area in2 0. d. 0. 0. 0. 760 315 874 261 261 R Shear Force in Ibs Ibs 0.393Z 11387 22382 0.297Z 0.392Z 0.247Z .0.247Z 0 0 5665 0 0 0 7189 0 Fy Ry M M M fc Fy Ry ft = ' = = = = = — = = 50000 1.435 1954 7749 12304 12538 50000 1.229 18613 Compress ive Allow Shear Force Ibs 22800 '9454 26225 . 7819 7819 Ibs 0 4130 Ibs 0 4624 8270 10026 0 3138 0 3138 Allow Ibs 8549 5272 10025 2766 4181 Q Rz No No f Q Rz f Weld Thick x Length .19x4.0 .11x1.4 .19x1.8 .11x2.2 .11x1.0 = = 0.996 0.492 Fillers Filler = — = = 9540 0.952 0.395 19790 Available Weld (in) Top/Bottm 5 3 3 3, 3 .3/ 5.2 .3/ 3.0 .9/ 3.6 .3/ 3.0 .O/ 2.5 U4 -L3 W5 37.99 38.99 .1-LL1-1/2X. 109 0.315 0.297z 0 . 0 9454 3583 4546 4605 '.11x1.4 3.5/ 3.3 Job #6N01790J - SI Customer: Valley Joist West Page 24 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Jl 1 - 32LH1000/520 x 24' 6.125 Special Crimped angle Parallel chord Longspan Tensile Compressive Length Area R Location Web Slope in Member in2 in U4 -L5 W6 37.99 38.99 1-LL1-1/4X.109 0.261 0.247Z US -L5 V2 0.00 30.73 1-LL1-1/4X.109 0.261 0.247Z Shear Ibs 3022 0 Force Ibs 3835 • 0 Allow Ibs 7819 7819 Shear Ibs 0 3154 Force Ibs 0 3154 Allow Ibs 2766 4181 Weld Available Thick x Weld (in) Length Top/Bottm .11x1.2 3.3/ 3.0 .11x1.0 3.0/ 2.5 Job #6N01790J - SI Customer: Vallev. Joist West Page 25 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 ' . . .. 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J3 2 - 32LH1000/520 X Parallel chord Longspan 28' 3.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E 0' 1.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 520 #/ft full length Uniform SJI load 1000 #/ft full length Uniform Dead load 480 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.716 in Effective Depth 27.500 in Clear Depth 1252760 in-#Moment 48.000 in Interior Panel 6 Web Vees 335.000 in Design length 3490 # Minimum Shear 849 in4 Ix 0 in4 Minimum Ix L/1161 Live Defl L/ 571 SJI Defl 1.000 in Chord gap 0.325 in Camber 35.750 in Left End 35.750 in Right End 14958 # SJI reaction 14958 # SJI reaction 0.000 in Tag TCX Defl Q = 0.996 Rz = 0.492 No Fillers No Filler f =11715 Top Chord: 2 Bridg < 244" Center: Tag end panl : First Chord Bearing point : shear : seats -LL2-1/2X.230 Ix= L = L = V = 1.309 24.000 35.750 10276 _L Tag End Opposite End Bot Chord: 2 Center: Chord shear : A - P = P = P = C = 2.194 Y - 4.520 Rx = -39947 Paz= -22539 Paz= -22539 Pa = 33249 LLV4x3x3/8 LLV4x3x3/8 -LL2x2x.200 Ix= . L = V = 0.576 48.000 13314 A - Iy= P = T = 1.520 2.328 40785 27388 fv Weld Weld Y Rx Pa fv = 4 4 = = = 0.710 0.772 -57535 -40293 -59243 8936 .09" .09" 0 574 0.616 45600 16642 • • . Tensile Location Web Slope UO -LI 01 -LI 02 -LI 02 -L3 03 -L3 04 -L3 W2 59.43 VI 27.88 W3 32.41 W4 38.00 V2 0.00 W5 38.00 Length in 60.39 34.75 36.38 38.98 30.72 38.98 Member 1-LL2X2X.232 1-LL1-1/2X. 2-LL1-1/2X. 1-LL1-1/2X. 1-LL1-1/4X. 1-LL1-3/4X. 109 109 125 109 125 Area in2 0.874 0.315 0.630 0.359 0.261 0.422 R Shear Force in Ibs Ibs 0.3922 13314 26177 0.2972 0.297Z 0.296Z 0.247Z 0.3472 0 0 7715 0 0 0 0 9791 0 0 Fv -*• J Ry = M = M = M = . fc = Fv —c y Ry = ft = 50000 1.435 2011 7427 11771 15153 50000 1.238 18018 Compressive Allow Shear Force Ibs 26225 9454 18907 10781 7819 12656 Ibs Ibs 0 o 4079 4614 10276 12172 i 0 0 3166 3166 5643 7162 Allow Ibs 9766 5224 13128 5334 4183 7209 Q = 1.000 Rz = 0.393 f = 18924 Available weld (in) Top/Bottm S.3/ S.2 3.3/ 3.0 5.7/ 4.7 3.5/ 3.3 3.0/ 2.5 3.8/ 3.S 04 -L5 W6 38.00 38.98' 1-LL1-1/4X.109 0.261 0.247Z 3572 4533 7819 0 0 2768 .11x1.4 -3.3/ 3.0 Job #6N01790J - SI Customer Valley Joist West Page 26 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: .760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J3 2 - 32LH1000/520 x 28' 3.000 Special Crimped angle Parallel chord Longspan Location Web Slope US -L5 V2 0.00 U6 -L5 W7 38.00 Length in 30.72 ' 38.98 Member 1-LL1-1/4X.109 1-LL1-1/2X.109 Area in2 0.261 0.315 R in 0.247Z 0.297Z Shear Ibs 0 0 Tensile Force Ibs 0 0 Compressive Allow Ibs 7819 9454 Shear Ibs 3200 3490 Force Ibs ' 3200 4428 Allow Ibs 4183 4607 Weld Thick x Length .11x1.0 .11x1.4 Available Weld (in) Top/Bottm 3.0/ 2.5 3.5/ 3.3 Job #6N01790J - SI Customer: Vallev Joist West Page 27 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J5 4 - 32LH1200/600 x Parallel chord Longspan 34' 3.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E 0' 1.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 600 #/ft full length Uniform SJI load 1200 #/ft full length Uniform Dead load 600 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.441 in Effective Depth 26.500 in Clear Depth 2172363 in-#Moment 48.000 in Interior Panel 8 Web Vees 407.000 in Design length 1209 in4 Ix L/ 799 Live Defl 1.000 in Chord gap 29.750 in Left End 21350 # SJI reaction 0.000 in Tag TCX Defl 5088 # Minimum Shear 0 in4 Minimum Ix L/ 384 SJI Defl 0.479 in Camber 29.750 in Right End 21350 # SJI reaction Top Chord: 2 Bridg < 278" Center: Tag end panl : First point: Chord shear: Bearing seats -LL3X3X.250 Ix= 2.488 L =- 24.000 L = 29.75:0 V = 16741 j_ Tag End Opposite End Bot Chord: 2 Center: Chord shear: -LL2-1/2X.250 Ix= 1.406 L = 48.000 V = 19735 A - ly= P = P = P =c = 2.875 7.669 -70372 -33712 -33712 46549 LLV4x3x3/8 LLV4x3x3/8 A - iy=P = T = 2.375 4.924 71364 35631 •y Rx = Paz= Paz= Pa = fv = Weld Weld Y - Rx = Pa = fv = 5 5 0.842 0.930 -75071 -60831 -77625 11161 .48" .48" 0.717 0.769 71250 15788 Tensile Location Web Slope UO -LI W2 59.66 Ul -LI VI 36.16 U2 -LI W3 13.84 U2 -L3 W4 38.25 03 -L3 V2 0.00 U4 -L3 W5 38.25 Length in Member 60.25 2-LL2x2x.l87 Area in2 • 1.426 37.71 1-LL1-1/2X.125 0.359 31.35 2-LL1-3/4X.125 0.844 38.76 !-LL2x2x.lS6 0.600 30.44 1-LL1-1/4X.109 0.261 38.76 1-LL2X2X.200 . 0.760 R Shear Force in Ibs Ibs 0.394Z 19735 39063 0.296Z 0.347Z 0 0 0' 0 0.396Z 13995- 17821 0.247Z 0.393Z 0 0 0 0 Fy Ry M M M fc Fy Ry ft = = = = = = _ = = 50000 1.633 2400 6237 9652 16191 50000 1.440 15002 Compress ive Allow Shear Force Ibs 42782 10781 25313 17990 '7819 22800 Ibs 0 4111 Ibs 0 5092 16741 17242 0 3633 0 3633 11536 14690 Allow Ibs 28097 5578 192S7 11626 4230 15349 Q Rz No No f Q Rz f Weld Thick x Length .19x7.0 .13x1.4 .13x4.6 .16x3.8 .11x1.1 .19x2.6 = 0.961 = 0.592 Fillers Filler = 13788 = 1.000 = 0.491 = 17479 Available Weld (in) Top/Bottm 9.3/ 7.3 3.8/ 3.8 6.9/ 5.9 4.3/ 4.4 3.3/ 3.0 4.3/ 4.4 U4 .-1,5 W6 38.25 38.76 1-LL1-3/4X. 125 0.422 O'.347z 9077 11559 12656 0 0 7243 .13x3.1 4.1/ 4.1 Job #6N01790J.- SI Customer: Valley Joist West Page 28 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J5 4 - 32LH1200/600 x 34' 3.000 Special Crimped angle Parallel chord Longspan Location US -L5 U6 -LS U6 -L7 D7 -L7 US -L7 Web Slope V2 0.00 W7 38.25 W8 38.25 V2 0.00 _W9 38.25 Length in 30.44 38.76 38.76 30.44 38.76 Member 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area R in2 in 0.261 0.2472 0.480 0.346Z 0.261 0.247Z 0.261 0.247Z 0.422 0.347Z Shear Ibs 0 0 5088 0 0 Tensile Force Allow Ibs Ibs 0 7819 0 14402 6479 7819 0 7819 0 12656 Corapressive Shear Ibs 3712 6618 0 3752 5088 Force Ibs . 3712 8427 0 3752 6479 Allow Ibs 4230 8506- 2799 4230 7243 Weld Thick x Length .11x1.1 .14x2.0 .11x2.0 .11x1.2 .13x1.7 Available Weld (in) Top/Bottm 3.3/ 3.0 4. I/ 4.1 3.6/ 3.6 3.3/ 3.0 4. I/ 4.1 Job #6N01790J - SI Customer: Valley Joist West Page 29 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) . **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J6 2 - 32LH1200/600 x Parallel chord Longspan 34'10.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth •5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 600 #/ft full length Uniform SJI load 1200 #/ft full length Uniform Dead load 600 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3-1/2" SHORT BEARING TE 32.000 in Deep 414.000 in Design length 30.327 in Effective Depth 1243 in4 Ix 26.000 in Clear Depth . L/ 780 Live Defl 2245950 in-#Moment 1.000 in Chord gap 48.000 in Interior Panel 31.500 in Left End 8 Web Vees 21700 # SJI reaction 5175 # Minimum Shear 0 in4 Minimum Ix L/ 376 SJI Defl 0.496 in Camber 31.500 in Right End 21700 # SJI reaction Top Chord: 2-LL3X3X.250 Bridg < 278" Center: Tag end panl: First point: Chord shear: Ix= 2.488 L = 24.000 L = 31.500 V = 16823 A .= P = P = P = C = 2.875 7.669 73063 34292 34292 49170 Y = RX = Paz= Paz= Pa = fv = 0.842 0.930 -75071 -59702 -77625 11215 Fy = Ry = M = M = M = fc = 50000 1.633 2400 6964 10877 17103 Bearing seats: Tag End LLV4x3x3/8 Weld 5.58" Opposite End LLV4x3x3/8 Weld. 5.58" Bot Chord: 2-LL3x3x.219 A = 2.532 Y = 0.831 Ix= 2.213. Iy= 6.699 Rx = 0.935 Center: L = 48.000 P = 74059 Pa = 75962 Chord shear: V = 19999 T = 38219 fv = 15220 Fy Ry 50000 1.627 Q = 0.961 Rz = 0.592 No Fillers No Filler f = 14103 ft = 15094 Q = 0.907 Rz = 0.594 f = 16989 Job #6N01790J - SI Customer: Valley Joist West Page 30 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J6 2 - 32LH1200/600 x 34'10.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 D2 U3 U4 U4 US U6 U6 07 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 59. 34. 19, 38, 0, 38. 38. 0. 38. 38. 0. 38. .75 ,06 .94 .36 .00 .36 .36 ,00 ,36 36 00 ,36 in 60 36 32 38 30 38 38 30, 38, 38. 30. 38 .20 .61 .26 .67 .33 .67 .67 .33 .67 ,67 .33 .67 Member 2-LL2X2X.176 1-LL1-1/2X.125 2-LL1-3/4X.125 1-LL2X2X.1S6 1-LL1-1/4X.109 1-LL2X2X.200 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area in2 1 0 0 0 0 0 0, 0. 0, 0. 0, 0 .346 .359 .844 .600 .261 .760 .422 .261 .480 ,261 .261 .422 0 0 0 0 0 0 0, 0, 0, 0, 0, 0 R in .3942 .296z .347z .396z .247z .393Z .3472 .2472 .346z ,247z .2472 .3472 Shear Ibs 19999 0 . 0 13990 0 0 9074 0 0 5175 0 0 Force Ibs 39698 0 0 17841 0 0 11572 0 0 6599 0 0 Allow Ibs 40381 10781 25313 17990 7819 22800 12656 7819 14402 7819 7819 12656 Compressive Shear Ibs 0 4292 . 16823 0 3646 11532 0 3725 6616 0 3765 5175 Force Ibs 0 5181 17895 0 3646 14706 0 3725 8437 0 3765 6599 Allow Ibs 26248 5784 19120 11643 4249 15373 7257 4249 8523 2812 4249 7257 Weld Thick Available X Length .18x7. .13x1, .13x4 .16x3, .11x1, .19x2. .13x3. .11x1. .14x2. .11x2. .11x1. .13x1. .6 .4 .8 .9 .1 ,6 ,1 ,2 0 0 2 ,8 Weld (in) Top/Bottm 9.3/ 3.7/ 6.8/ 4.3/ 3.3/ 4.3/ 4. 1/ 3.3/ 4. 1/ 3.6/ 3.3/ 4. 1/ 9 4 6 4 3, 4. 4, 3. 4. 3. 3. 4. .3 .0 .8 .7 .3 .7 .4 .3 4 9 3 .4 Job #6N01790J - SI Customer Valley Joist West Page 31 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA . ' . CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J8 20 - 32LH1200/600 x 33' 4.000 Special Crimped angle Parallel chord Longspan End -Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 600 #/ft full length Uniform SJI load 1200 #/ft full length Uniform Dead load 600 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad, on Top chord at panel points. 3-1/2" SHORT BEARING TE 32.000 in Deep 396.. 000 in Design length 30.449 in Effective Depth 1159 in4 Ix 26.500 in Clear Depth L/ 831 Live Defl 2059200 in-#Moment . 1.000 in Chord gap 48.000 in Interior Panel 27.000 in Left End 8 Web Vees 20800 # SJI reaction 4950 # Minimum Shear 0 in4 Minimum Ix L/ 399 SJI Defl 0.454 in Camber 27.000 in Right End 20800 # SJI reaction Top Chord: 2-LL3x3x.227 Bridg < 277" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 2.285 L = 24.000 L = 24.000 L = 27.000 V = 16614 A = ly= P = P = P = P = C = 2.621 6.949 -66634 -58686 -32992 -32992 42788 Y = Rx = Pax= Paz= Paz= Pa = fv.= 0.834 0.934 -68780 -65898 -55054 -70765 12198 Fy Ry M M M fc = 50000 1.628 2400 5183 7858 16325 Bearing seats: Tag End LLV4x3x3/8 Weld 5.87" Opposite End LLV4x3x3./8 Weld 5.87" Bot Chord: 2-LL2-l/2x.250 A = 2.375 Y = 0.717 Ix= 1.406 Iy= 4.924 Rx = 0.769 Center: L =48.000 P = 67628 Pa = 71250 Chord shear: V = 19319 T = 31858 fv = 15455 Fy Ry 50000 1.440 Q = 0.922 Rz = 0.594 4 Fillers No Fillers No Filler f = 14677 ft =.13414 Q = .1.000 Rz = 0.491 f = 16847 Job #6N0179.0J - SI Customer; Valley Joist West , Page 32 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIPICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J8 20 - 32LH1200/600 x 33' 4.000 Special Crimped angle Parallel chord Longspan Tensile Length Location 00 Ul U2 U2 U3 U4 U4 US US U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 ' V2 W9 Slope 59. 39. 3. 38. .0. 38. 38. 0. 38. 38. 0. 38. 65 39 76 25 00 25 25 00 25 25 00 25 in 60 39 30 38 30 38 38. 30. 38. 38. 30. 38. .26 .40 .51 .77 .45 .77 .77 .45 ,77 ,77 .45 .77 Member 2-LL2X2X.187 . 1-LL1-1/2X.125 2-LL1-1/2X.125 1-LL2X2X.156 1-LL1-1/4X.109 1-LL2X2X.200 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-3/4X.143' 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area in2 1 0 0 0. 0, 0, 0. 0. 0. 0. 0, 0. .426 .359 .719 .600 .261 .760 .422 .261 .480 ,261 .261 .422 0 0 0 0 0 0. 0, 0. 0. 0. 0, 0, R in .394z .296z .296z .396z .247z .393Z ,347z . 247z ,346z ,247Z .247Z ,347z Shear Ibs •19319 0 0 14003 0 0 9082 0 0 4950 0 0 ' Force Ibs 38232 0 0 17830 0 0 11564 0 0 6303 0 0 Allow Ibs 42782 10781 21563 17990 7819 . 22800 12656 7819 14402 7819 7819 12656 Compressive Shear • Ibs 0 3827 16614 0 3614 11542 0 3693 6621 0 3733 4950 Force Ibs 0 4952 . 16649 0 3614 14697 0 3693 8431 0 3733 6303 Allow Ibs 28096 5253 16761 11625 4228 15347 7242' 4228 8505 2798 4228 7242 Weld Thick Available X Length .19x6 .13x1 .13x4 .16x3 .11x1 .19x2 . 13x3 . .11x1, .14x2, .11x1. .11x1. .13x1, .9 .3 .5 .8 .1 .6 .1 .1 .0 .9 .2 .7 Weld (in) Top/Bottm 9 3. 6. 4, 3. 4. 4. 3. 4. 3. 3. 4. •3/ • 9/ •9/ •3/ •3/ •3/ I/ 3/ I/ 6/ 3/ I/ 7 3 5. 4, 3, 4, 4. 3. 4. 3. 3. 4. .3 .9 .9 .4 .0 .4 1 0 1 6 ,0 1 job #6N01790J - SI Customer: Valley Joist West Page 33 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA , CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J10 3 - 32LH1280/640 x Parallel chord Longspan 18' 4.250 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E 0' 4.750 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 640 #/ft full length Uniform SJI load 1280 #/ft full length Uniform Dead load 640 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.739 in Effective Depth 27.500 in Clear Depth 677583 in-#Moment 48.000 in Interior Panel 4 Web Vees 216.250 in Design length 714 in4 Ix L/2949 Live Defl , 1.000 in Chord gap 30.062 in Left End 12533 # SJI reaction 0.000 in Tag TCX Defl 2883 # Minimum Shear 0 in4 Minimum Ix L/1379 SJI Defl 0.135 in Camber 30.062 in Right End 12533 # SJI reaction Top Chord : 2-LL2-1/2X.212 A =2.03 0 Y -0.703 Fv = 50000 Bridg < 243" Ix= 1.219 Iy= 4.158 Rx = 0.775 Ry = 1.431 Center: L =24.000 P = -20957 Paz= -51834 M = 2206 Tag end panl : L .= ' 30.062 P = -18083 Paz = -40173 M = 6789 First point: P = -18083 Pa = -54813 M = 10522 Chord shear: V = 7445 C = 20957 fv =. 7024 fc = 10323 Bearing seats: Tag End LLV4x3x3/8 Weld 3.66" Opposite End LLV4x3x3/8 Weld 3.66" Bot Chord: 2^LL2x2x.l56 A = 1.199 Y = 0.558 Fv = 50000 Center: Chord shear: Location UO Ul U2 U2 U3 U4 -LI -LI -LI -L3 -L3 -L3 Web W2 VI W3 W4 V2 W5 Slope 59.41 35.51 14.81 37.98 0.00 37.98 Ix= L = V = Length in 60.41 37.76 31.79 39.00 30.74 39.00 0.464 48.000 10690 Member 1-LL2X2X.187 1-LL1-1/2X.125 1-LL2X2X.143 - 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-1/2X.109 Iy= P = T = Area in2 0.713 0.359 0.552 0.261 , 0.261 0.315 1.805 Rx = 22043 Pa = 17699 fv = Tensile R in 0.394Z 0.296Z 0.396Z 0.247Z 0.247Z 0.297Z Shear Ibs 10690 0 0 4451 0 0 Force Ibs 21006 0 0 5647 0 0 0.622 Ry = 1.227 35980 17131 ft.= 14757 Compressive Allow • Ibs • 21391 10781 16547 7819 7819 9454 Shear Ibs 0 4280 7445 • 0 3665 2883 Force Ibs 0 5259 7701 0 3665 3658 Allow Ibs 8046 5567 8258 2765 4180 4604 Q Rz No No f Q Rz f Weld Thick x Length .19x3.8 .13x1.4 .14x1.8 .11X1.7 .11x1.1 .11x1.1 = 0.967 = 0.493 Fillers Filler = 8716 = 0.935 = 0.396 = 18652 Available Weld (in) Top/Bottra 5.3/ 5.2 3.5/ 3.2 3.7/ 3.3 . 3.3/ 3.0 3.0/ 2.5 3.S/ 3.3 Job #6N01790J - SI Customer; Valley Joist West Page 34 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) ' . **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J20 1 - 32LH1000/520 x 31'11.500 Special Crimped angle Parallel chord Longspan End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 520 #/ft full length Uniform SJI load 1000 #/ft full length Uniform Dead load 480 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.705 in Effective Depth 27.500 in Clear Depth 1595086 in-#Moment 48.000 in Interior Panel 7 Web Vees 379.500 in Design length 919 in4 Ix L/ 865 Live Defl 1.000 in Chord gap 34.875 in Left End 16812 # SJI reaction 3953 # Minimum Shear 0 in4 Minimum Ix L/ 428 SJI Defl 0.417 in Camber 34.875 in Right End 16812 # SJI reaction Top Chord: 2 Bridg < 244" Center : Tag end panl : First Chord point : shear : Bearing seat s -LL2-1/2X.23 Ix= L = L = V = 1.309 24.000 34.875 12269 _L Tag. End Opposite End Bot Chord: 2 Chord Center: shear : -LL2x2x.232 Ix= L = V = 0.653 48.000 15222 0 A - ly= P = P = P = C = 2 . 194 4.520 -51949 -25780 -25780 . 38652 Y Rx Paz — —Paz= Pa fv LLV4x3x3/8 Weld LLV4x3x3/8 Weld A - ly= P = T = 1.748 2.712 51118 31172 Y Rx Pa fv. — = 4 4 = — = 0 710 0.772 -57535 -40947 -59243 10669 .63" .63" 0 . 585 0.611 52451 16403 Tensile Location UO -LI Ul -LI U2 -LI U2 -L3 U3 -L3 U4 -L3 Web Slope W2 59.44 VI 29.15 W3 30.03 W4 38.01 V2 0.00 W5 38.01 Length in 60.39 35.16 35.47 38.97 30.70 38.97 Member •Area in2 2-LL2X2X.200 1.520 1-LL1-1/2X. 2-LL1-1/2X. 1-LL1-3/4X. 1-LL1-1/4X. 109 0.315 125 0.719 125 0.422 109 0.261 1-LL2X2X.143 0.552 R Shear in Ibs 0.393Z 15222 0.297Z 0 0.2962 0 0.347Z 9753 0.247Z 0 0.396Z 0 Force Ibs 29938 0 0 12379 0 0 Fvr y Ry M M M fc Fv•"• i Ry ft .= = • _ — = = = 50000 1.435 1997 7076 11188 17615 50000 1.246 17830 Compressive Allow Shear Force Ibs 45600 9454 21563 12656 7819 16547 Ibs 0 4019 Ibs 0 4602 12269 14172 0 , 3193 7690 0 3193 9760 Allow Ibs 29860 5166 15841 7211 4185 10381 Q - 0.996 Rz = 0.492 No Fillers No Filler f = 13835 Q = 1.000 Rz = 0.392 f = 18669 Available Weld (in) Top/Bottm 5.4 4.0/ 3.7 04 -L5 . W6 38.01 38.97 . l-LLl-l/4x.109 0.261 0.247Z 5626 7141 7819 - 0 0 2769 .11x2.2 3.3/ 3.0 Job #6N01790J - SI Customer: Valley Joist West Page 35 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J20 1 - 32LH1000/5.20 x 31-11.500 Special Crimped angle Parallel chord Longspan Location 05 -L5 U6 -LS U6 -L7 U7 -L7 Tensile Length Web V2 W7 W8 V2 Slope 0.00 38.01 38.01 0.00 in 30 38 38. 30. .70 .97 .97 .70 Member 1-LL1-1/4X. 1-LL1-1/2X. 1-LL1-1/4X. 1-LL1-1/4X. .109 125 109 109 Area in2 0.261 0.359 0.261 0.261 0 0 0 0. R in .247z .296z .247z .247z Shear Ibs 0 0 3953 0 Force Ibs 0 0 5017 0 Allow Ibs 7819 10781 7819 7819 Compressive Weld Available Weld (in) Top/Bottm 3.0/ 2.5 3.5/ 3.3 3.3/ 3.0 3.0/ 2.5 Job #6N01790J - SI Customer Valley Joist West 'Page 36 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACTPICA CARLSBAD, CA 92009 , . ' SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J21 1 - 32LH1200/710 x Parallel chord Longspan 31'11.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 710 #/ft full length Uniform SJI load 1200 #/ft full length Uniform Dead load 490 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.466 in Effective Depth 26.500 in Clear Depth 1895128 in-#Moment 48.000 in Interior Panel 7 Web Vees 379.500 in Design length 4744 # Minimum Shear 1049 in4 Ix 0 in4 Minimum Ix L/ 723 Live Defl L/ 410 SJI Defl 1.000 in Chord gap 0:417 in Camber 34.875 in Left End 34.875 in Right End 19975 # SJI reaction 19975 # SJI reaction Top Chord: 2 Bridg < 277" Center: Sixth: Tag end panl : First Chord point : shear : Bearincr seats -LL3x3x.219 Ix= L = L = L = V = 2.213 24.000 24.000 34.875 14560 : Tag End Opposite End Bot Chord: 2 Chord Location no -LI • Ul -Ll U2 -Ll U2 -L3 U3 -L3 Center: shear: Web Slope W2 59.63 VI 29.34 W3 30.23 W4 38.23 V2 0.00 A = Iy= P = P = P = P = C = 2.532 6.699 -62206 -58225 -30884 -30884 46283 LLV4X3X3/8 LLV4X3X3/8 -LL2-1/2X.212 A - Ix= L = V = Length in 60.27 34.95 35.26 38.78 30.47 1.219 48.000 18094 Member Iy= P = T = Area in2 2-LL2X2X.163 1.251 1-LL1-1/2X. 2-LL1-3/4X. 1-LL1-3/4X. 1-LL1-1/4X. 125 0.359 125 0.844 156 0.522 109 0.261 2.030 4.158 61210 37327 Y = Rx = Pax= Paz = .Paz= Pa = fv = Weld 5 Weld 5 Y - Rx = Pa = . f v = • Tensile R • Shear Force in Ibs ' Ibs 0.395Z 18094 35794 0.296Z 0.347Z 0 0 0 0 0.345Z 11553 14707 0.247Z 0 0 0.831 0.935 -65390 -62685 -48380 -68366 11081 .83" .83" 0.703 0.775 .. 60903 17070 Fy = Ry = M = M = M = fc = Fy =J;Ry = ft = 50000 1.627 2397 8491 13425 18279 50000 1.431 18387 Compressive Allow Shear Force Ibs 37526 10781 25313 . .15650 7819 Ibs Ibs 0 . 0 4622 S302 14560 16851 0 0 3631 3631 Allow Ibs 23946 6087 18655 9388 4225 Q Rz 2 No NO f Q Rz f Weld Thick x Length .16x7.4 .13x1.4 .13x4.5 .16x3.2 .11x1.1 = 0.907 = 0.594 Fillers Fillers Filler = 14363 = 0.967 = 0.493 = 19388^ Available Weld (in) •Top/Bottm 9.4/ 7.4 3.6/ 3.6 7.0/ 5.9 4. I/ 4.1 3.3/ 3.0 U4 -L3 W5 38.23 38.78 l-LL2x2x.!56 0.600 0.396Z 0 0 17990- .9090 11571 11622 .16x2.5. 4.3/ 4.4 Job #6N01790J - SI Customer: Valley Joist West Page 37 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J21 1 - 32LH1200/710 x 31'11.500 Special Crimped angle Parallel chord Longspan Location U4 US U6 U6 U7 -L5 -L5 -L5 -L7 -L7 Web W6 V2 W7 W8 V2 Slope 38.23 0.00 38.23 38.23 0.00 Length in 38.78 30.47 38.78 38.78 30.47 Member 1-LL1-1/2X. 1-LL1-1/4X. 1-LL1-3/4X. 1-LL1-1/4X. 1-LL1-1/4X. 109 109 125 109 109 • Area in2 0.315 0.261 • 0.422 0.261 0.261 0 0 0 0 0 R in .297z .247Z .347Z .247z .247z Shear Ibs 6626 0 0 4744 0 Tensile Force Ibs 8436 0 0 .. 6039 0 Compressive Allow Ibs 9454 7819 12656 7819 7819 Shear Ibs 0 3691 4744 0 3711 Force Ibs 0 3691 6039 0 3711 Allow Ibs 4637 4225 . 7240 2796 4225 Weld Thick x Lenqth .11x2.6 .11x1.1 .13x1.6 .11x1.9 .11x1.1 Available Weld (in) Top/Bottm 3.8/ 3.9 3.3/ 3.0 4. I/ 4.1 3.6/ 3.6 3.3/ 3.0 Job #6N01790J - SI Customer: Valley Joist West Page 38 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J22 1 - 32LH1350/880 x 31'11.500 Special Crimped angle Parallel chord Longspan End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 880 #/ft full length Uniform SJI load 1350 #/ft full length Uniform Dead load 470 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.324 in Effective Depth 26.000 in Clear Depth 2120160 in-#Moment 48.000 in Interior Panel 7 Web Vees 379.500 in Design length 1265 in4 Ix L/ 703 Live Defl 1.000 in Chord gap 34.875 in Left End 22347 # SJI reaction 5337 # Minimum Shear 1259 in4 Minimum Ix L/ 442 SJI Defl 0.417 in Camber 34.875 in Right End 22347 # SJI reaction Top Chord: 2-LL3X3X.250 Bridg < 278" Center: Tag end panl: First point: Chord shear: Ix=- 2.488 L = 24.000 L = 34.875 V = 16278 A = 2.875 Iy= 7.669 P = -69918 P = -34722 P = -34722 C = 52021 Y = 0.842 Rx = 0.930 Paz= -75071 Paz= -57436 Pa = -77625 fv = 10852 Fy = 50000 Ry = 1.633 M = 2696 M = 9552 M = 15103 fc = 18094 Bearing seats: Tag End LLV4x3x3/8 Weld. 5.75" Opposite End LLV4x3x3/8 Weld 5.75" Q = 0.961 Rz = 0.592 No Fillers No Filler f = 14129 Bot Chord: 2-LL3x3x.227 Center: Chord Location OO -LI 01 -LI O2 -LI U2 -L3 03 -L3 U4 -L3 shear : Web Slope W2 59.75 VI 29.46 W3 30.34 W4 38.36 V2 0.00 W5 38.36 Ix= L = V = Length in 60.20 34.83 35.14 38.67 30.32 38.67 2.285 48.000 20248 Member 2-LL2X2X.176 1-LL1-1/2X.125 2-LL1-3/4X.143 1-LL2X2X.143 1-LL1-1/4X.109 1-LL2X2X.176 A - iy=p = T = Area in2 1.346 0.359 0.960 0.552 0.261 0.673 2.621 Y =- 6.949 Rx = 68799 Pa = 41955 fv =. R in 0.394Z 0.296Z 0.346Z 0.396Z 0.2472 0.394Z Tensile Shear Force Ibs , Ibs 20248 40195 0 0 0 0 12903 16455 0 0 0 0 0.834 0.934 78628 14866 Fy - 50000 Ry = 1.628 ft = 16007 Compressive Allow Shear Force Allow Ibs 40381 10781 28803 16547 7819 20191 Ibs 0 5075 16278 0 3960 10140 Ibs Ibs 0 26249 5828 6109 18862 22340 0 10430 3960 4249 12931 13471 Q Rz f Weld Thick x Lenqth .18x7.7 .13x1.6 .14x4.4 . 14X3 . 9 .11x1.2 .18x2.5 = 0.922 = 0.594 = 16884 Available Weld (in) Top/Bottm 9.3/ 9.3 3.6/ 3.9 6.9/ 6.9 4.3/ 4.7 3.3/ 3.3 4.3/ 4.7 U4 -L5 W6 38.36 38.67 1-LL1-1/2X.109 0.315 0.297Z 7376 9407 9454 0 0- 4653 .11x2.9 3.8/ 4.2 Job #6N01790J - SI Valley Joist West Page 39 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 - . PHONE: 760/480-1820 FAX:. 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** . **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J22 1 - 32LH1350/880 x 31'11.500 Special Crimped angle Parallel chord Longspan . Tensile Location US -L5 U6 -L5 U6 -L7 U7 -L7 Web Slope V2 0.00 W7 38.36 W8 38.36 V2 0.00 Length Area in Member in2 30.32 1-LL1-1/4X.109 0.261 38.67 1-LL1-3/4X.125 0.422 38.67 1-LL1-1/4X.109 0:261 30.32 1-LL1-1/4X.109 0.261 R in • 0.247Z 0.347z 0.247Z 0.247z Shear Ibs 0 0 5337 0 Force Ibs 0 0 6806 0 Allow Ibs 7819 12656 7819 7819 Compressive Shear Ibs . 4027 5337 0 4050 Force Ibs 4027 6806 0 ' 4050 Allow Ibs 4249 7257 2812 4249 Weld Thick x Length .11x1.2 .13x1.8 .11x2.1 .11x1.3 Available Weld (in) Top/Bottm 3.3/ 3.3 I.I/ 4.4 3.6/ 3.9 3.3/ 3.3 Job #6N01790J - SI Customer: Valley Joist West Page 40 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J24 1 - 32LH1600/1040 X Parallel chord Longspan 31'11.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch EP/#1L 60.000 60.000 Uniform Live load 1040 #/ft full length Uniform SJI load 1600 #/ft full length Uniform Dead load 560 #/ft full length SJI 1000# AddLoad on Top chord at.panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.281 in Effective Depth 26.000 in Clear Depth 2495213 in-#Moment 48.000 in Interior Panel 7 Web Vees 379.500 in Design length 6325 # Minimum Shear 1555 in4 Ix L/ 731 Live Defl 1.000 in Chord gap 34.875 in Left End 26300 # SJI reaction 1488 in4 Minimum Ix L/ 461 SJI Defl 0.417 in Camber 34.875 in Right End 26300 # SJI reaction Top Chord: 2 Bridg < 280" Center: Tag end p'anl : First point : Chord shear : Bear incL seats -LL3X3X.313 Ix= L = L = V = 3.024 24.0.00 34.875 19141 j_ Tag End Opposite End Bot Chord: 2 Center: Chord shear: Location Web Slope UO -LI W2 62.43 Ul -LI VI 37.37 U2 -LI W3 21.21 U2 -L3 W4 38.40 U3 -L3 V2 0.00 U4 -L3 W5 38.40 -LL3x3x. 281 Ix= L = V = Length. in 65.43 38.10 32.48 38.64 30.28 38.64 2.756 48.000 23822 Member 2-LL2x2x.232 A = Iy= P = P = P = C = 3.560 9.659 -82402 -45629 -45629 61310 LLV4x3x3/8 LLV4X3X3/8 A = Iy= P = T = Area in2 1.748 1-LL1-3/4X.125 0.422 2-LL1-3/4X.143 0.960 1-LL2X2X.176 0.673 1-LL1-1/2X.109 0.315 1-LL2X2X.200 0.760 3.214 8.645 81083 49446 Y = Rx = Paz= Paz = Pa = fv = Weld 5 Weld 5 R Shear in Ibs 0.392z 23822 0.347z 0.3462 0.394Z 0.297Z 0.393Z 0 0 15153 0 0 Y - Rx = Pa = fv = Tensile Force Ibs 51473 0 0 19335 0 0 0.865 0.922 -96421 -73226 -96122 10192 .44" .44" 0.854 0.926 96422 14129 Fy - Ry = M = M = M = fc = Fy - Ry = ft = 50000 1.647 3196 11321 17900 17222 50000 1.640 15384 Compressive Allow Shear Force Ibs 52451 12656 28803 20191 9454 22800 Ibs Ibs 0 0 5831 7337 19141 20532 0 0 4507 4507 11890 15171 Allow Ibs 32001 7345 22863 13479. 5827 15383 Q Rz No No f Q Rz f Weld Thick x Length .19x9.2 .13x2.0 . 14x4 . 8 .18x3.7 .11x1.4 .19x2.7 = 1.000 = 0.589 Fillers Filler = 13343 = 1.000 = 0.591 = 16087 Available Weld (in) Top/Bottm 9.6/ 9.6 4. I/ 4.4 6.7/ 6.7 4.3/ 4.7 3.5/ 3.5 4.3/ 4.7 U4 -L5 W6 38.40 38.64 1-LL1-3/4X.125 0..422 0.347Z 8626 11007 12656 0 0 7262 .13x3.0 4.1/ 4.4 Job #6N01790J - SI Customer: Valley Joist West Page 41 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 . SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J24 1 - 32LH1600/1040 x 31'11.500 Special. Crimped angle Parallel chord Longspan Tensile Location U5 -L5 O6 -L5 U6 -L7 U7 -L7 Web Slope V2 0.00 W7 38.40 W8 38.40 •V2 0.00 Length in 30.28 38.64 38.64 30.28 Member 1-LL1-1/2X.109 1-LL1-3/4X.143 1-LL1-1/2X.109 1-LL1-1/2X.109 Area R in'2 in 0.315 0.297Z 0.480 0.346Z 0.315 0.297Z 0.315 0.297Z Shear Ibs 0 0 6325 0 Force' Ibs 0 0 8071 0 Allow Ibs. 9454 14402 9454 9454 Compressive Shear Ibs 4586 6325 0 4612 Force Ibs 4586 8071 0 4612 Allow Ibs 5827 8530 4658 5827 Weld Available Thick x Weld (in) Lenqth Top/Bottm .11x1.4 3.5/ 3.5 .14x1.9 4. I/ 4.4 .11x2.5 3.8/ 4.2 .11X1.4 3.5/ 3.5 Job #6N01790J - SI Customer Valley Joist West Page 42 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO. PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J27 2 - 32LH1250/830 x 31'11.500 Special Crimped angle Parallel chord Longspan End Length _Depth Tag 6.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 830 #/ft full length Uniform SJI load 1250 #/ft full length Uniform Dead load 420 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.335 in Effective Depth 26.000 in Clear Depth 1970139 in-#Moment 48.000 in interior Panel 7 Web Vees 379.500 in Design length 1190 in4 Ix L/ 701 Live Defl 1.000 in Chord gap 34.875 in Left End 20766 # SJI reaction 4941 # Minimum Shear 1187 in4 Minimum Ix L/ 447 SJI Defl 0.417 in Camber 34.875 in Right End 20766 # SJI reaction Top Chord: 2 Bridg < 277" Center: Sixth: Tag end panl : First Chord point : shear : Bearing seats -LL3x3x.227 Ix= L = L = IT = V = 2.285 24.000 24.000 34.875 15133 j_ Tag End Opposite End Bot Chord: 2 Chord Location UO -LI Ul -LI U2 -LI U2 -L3 U3 -L3 Center: shear : Web Slope W2 59.74 VI 29.45 W3 30.33 W4 38.35 V2 0.00 -LL3x3x.219 Ix= L = V = Length in 60.20 34.83 35.15 38.68 30.33 2.213 48.000 18812 Member A = ly= P = P = P = P = C = 2.621 6.949 -64946 -60790 -32248 -32248 48322 LLV4x3x3/8 LLV4x3x3/8 A = ly= P = T = Area in2 2-LL2x2x.l63 1.251 1-LL1-1/2X. 2-LL1-3/4X. 1-LL1-3/4X. 1-LL1-1/4X. 125 0.359 125 0.844 156 0.522 109 0.261 2.532 6.699 63907 38971 Y - Rx = Pax= Paz= Paz= Pa =' fv = Weld 5 Weld 5 Y - Rx = Pa = fv = Tensile R ' Shear Force in Ibs Ibs 0.395Z. 18812 37334 0.296z 0.347Z 0 0 0 0 0.345Z 12003 15305 0.247Z 0 0 0.834 0.934 -68780 -65898 -50735 -70765 11111 .86" .86" 0.831 0.935 75962 14317 Fy - Ry = M = M = M = fc = Fy - Ry = ft = 50000 1.628 2497 8844 13985 18437 50000 1.627 15391 Compress ive Allow Shear Force Ibs 37526 10781 25313 15650 7819 Ibs Ibs 0 0 4773 5481 15133 17533 0 0 3742 3742 Allow Ibs 23965 6108 18673 9412 4247 Q = 0.922 Rz = 0.594 2 Fillers No Fillers No Filler f = 14437 Q = 0.907 Rz = 0.594 f = 16254 Available Weld (in) Top/Bottm 9.4/ 9.4 3.6/ 3.9 7.07 7.0 4.I/ 4.4 3.3/ 3.3 U4 -L3 W5 38.35 38.68 l'-LL2x2x. 163 0.625 0.395Z 0 0 18763; 9440 12037 12286 • .16x2.5 4.3/ 4.7 Job #6N01790J - SI Customer: Valley Joist West Page 43 VI. 92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J27 2 - 32LH1250/830 x 31'11.500 Special Crimped angle Parallel chord Longspan Location U4 -L5 US -L5 U6 -LS U6 -L7 U7 -L7 Web W6 V2 W7 W8 V2 Slope 38.35 0.00 38.35 38.35 0.00 Length ia 38.68 30.33 38.68 38.68 30.33 Member 1-LL1-1/2X. 1-LL1-1/4X. 1-LL1-3/4X. 1-LL1-1/4X. 1-LL1-1/4X. 109 109 125 109 109 Area in2 0.315 0.261 0.422 0.261 0.261 0 0 0 0 0 R in .297z .247z .347Z .247z .247Z Shear Ibs •6876 0 0 4941 0 Tensile Force Ibs 8768 0 0 6301 0 Compressive Allow Ibs 9454 7819 12656 7819 7819 Shear Ibs 0 3804 4941 17 3825 Force Ibs 0 3804 6301 21 3825 Allow Ibs 4652 4247 7256 2811 4247 weld Thick x Lenqth .11x2.7 .11x1.2 .13x1.7 .11x1.9 .11x1.2 Available Weld (in) Top/Bottm 3.8/ 4.2 3.3/ 3.3 4. I/ 4.4 3.6/ 3.9 3.3/ 3.3 Job #6N01790J - SI Customer; Vallev Joist West Page 44 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 -SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NOPAINT*NO PAINT*NO PAINT** J28 11 - 32LH1200/600 x 31'11.500 Special Crimped angle Parallel chord Longspan End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 600 #/ft full length Uniform SJI load 1200 #/ft full length Uniform Dead load 600 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.466 in Effective Depth 26.500 in Clear Depth 1895128 in-#Moment 48.000 in Interior Panel 7 Web Vees 379.500 in Design length • 1049 in4 Ix L/ 855 Live Defl 1.000 in Chord gap 34.875 in Left End 19975 # SJI reaction 4744 # Minimum Shear 0 in4 Minimum Ix L/ 410 SJI Defl 0.417 in Camber 34.875 in Right End 19975 # SJI reaction Top Chord: 2-LL3x3x.219 Bridg < 277" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 2.213 L = 24.000 L = 24.000 L = 34.875 V = 14560 A = P = P = P ==• P = C = 2.532 6.699 62206 58225 30884 30884 46283 Y = Rx = Pax= Paz= Paz = Pa = fv = 0.831 0.935 -65390 -62685 -48380 -68366 11081- Fy = Ry = M = M = M = fc = 50000 1.627 2397 8491 13425 18279 Bearing seats: Tag End LLV4x3x3/8 Weld 5.83" Opposite End LLV4x3x3/8 Weld 5.83" Bot Chord: 2-LL2-l/2x.212 A = 2.030 Y = 0.703 Ix= .1.219 Iy= 4.158 Rx = 0.775 Center: L = 48.000 P = 61210 Pa = 60903 Chord shear: V = 18094 T = 37327 fv = 17070 Fy = 50000 Ry = 1.431 Q = 0.907 Rz = 0.594 2 Fillers No Fillers No Filler f = 14363 Q = 0.967 Rz = 0.493 ft = 18387 f = 19388 Tensile Location DO -LI Ul -LI U2 -LI U2 -L3 O3 -L3 Web W2 VI W3 W4 V2 Slope 59.63 29.34 30.23 38.23 0.00 Length in 60.27 34.95 35.26 38.78 30.47 Member 2-LL2x2x.l63 1.-LL1-1/2X, 2-LL1-3/4X. 1-LL1-3/4X. 1-LL1-1/4X. .125 .125 .156 .109 •Area " in2 1.251 0.359 0.844 0.522 0.261 R in 0.395Z 6.296Z 0.347Z 0.345Z 0.247Z Shear Ibs 18094 o. 0 11553 0 Force Ibs 35794 0 0 14707 0 Allow Ibs 37526 10781 25313 15650 7819 Compressive Shear Ibs 0 4622 14560 0 3631 . Force Ibs 0 5302 16851 0 3631 Allow Ibs 23946 6087 18655 9388 4225 Weld Thick x Lenqth .16x7.4 .13x1.4 .13x4.5 .16x3.2 .11x1.1 Available Weld (in) Top/Bottm 9.4/ 7.4 3.6/ 3.6 7.0/ 5.9 4. I/ 4.1 3.3/ 3.0 U4 -L3 W5 38.23 38.78 l-LL2x2x.156 0.600 0.396z 0 0 17990 9090' 11571 11622 .16x2.5 4.3/ 4.4 Job #6N01790J - SI Customer; Valley Joist West Page 45 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO.PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J28 11 - 32LH1200/600 x 31'11.500 Special Crimped angle Parallel chord Longspan Location U4 -L5 05 -L5 US -L5 U6 -L7 U7 -L7 • - • Tensile Length Web W6 V2 W7 W8 V2 Slope 38. 0. 38, 38. 0. .23 .00 .23 ,23 ,00 in 38, 30. 38. 38. 30. .78 .47 .78 .78 47 Member 1-LL1-1/2X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/4X.109 ' 1-LL1-1/4X.109 Area in2 0.315 0.261 0.422 0.261 0.261 0 0 0. .0. 0, R in .297z .247z .347z .247z ,247z Shear Ibs 6626 0 0 4744 0 Force Ibs 8436 0 0 6039 0 Allow • Ibs 9454 7819 12656 7819 7819 Compressive Weld Available Shear Force Allow . Thick x Weld (in) Ibs Ibs Ibs Job #6N01790J - SI Customer: Valley Joist West Page 46 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J30 3 - 32LH1230/615 x 31-11.500 Special Crimped angle Parallel chord Longspan End Length Depth Tag 6.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 615 #/ft full length Uniform SJI load 1230 #/ft full length Uniform Dead load 615 ft/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 379.500 in Design length 30.459 in Effective Depth 1094 in4 Ix 26.500 in Clear Depth L/ 870 Live Defl 1940134 in-#Moment 1.000 in Chord gap 48.000 in Interior Panel 34.875 in Left End 7 Web Vees 4862 # Minimum Shear 0 in4 Minimum Ix L/ 418 SJI Defl 0.417 in Camber 34.875 in Right End 20449 # SJI reaction 20449 # SJI reaction Top Chord: 2-LL3x3x.219 Bridg < 277" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 2.213 L = 24.000 L = 24.000 L = 34.875 V = 14904 Bearing seats: Tag End ] Opposite End ] Bot Chord: 2-LL2-1/2X.230 Ix= 1.309 Center: L,.= 48.000 Chord shear: V = 18525 Location DO -LI Ul -LI • U2 -LI U2 -L3 U3 -L3 Web W2 VI W3 W4 V2 Slope 59.64 29.35 30.23 38.24 0.00 Length in 60.26 34.94 Member 2-LL2X2X.176 1-LL1-1/2X.125 35.25 2-LL1-3/4X.125 38.78 1-LL1-3/4X.156 30.46 1-LL1-1/4X.109 A = Iy= P = P = P = P = /™i jV4x3 Af4x3 A = P = T = Area in2 1.346 0.359 0.844 0.522 0.261 2.532 Y =• 0.831 Fy = 50000 6.699 Rx = 0.935 Ry = 1.627 -63696 Pax= -65390 M = 2457 -59620 Paz= -62685 -31626 Paz= -48380 M = 8703 -31626 Pa = -68366 M = 13761 47392 fv =. 11342 fc = 18717 x3/8 Weld 5.98" X3/8 Weld 5.98" 2.194 Y = 0.710 Fy = 50000 4.520 Rx = 0.772 Ry = 1.435 62677 Pa = 65826 38221 fv = 16109 ft = 17419 Tensile Compressive R in 0.394z 0.296Z 0.347Z 0.345Z 0.247Z Shear Ibs 18525 0 0 11823 0 Force Ibs 36652 0 0 15052 0 Allow Ibs 40381 10781 25313 15650 7819 Shear Ibs 0 4713 14904 0 3697 Force Ibs 0 5406 17250 0 3697 Allow Ibs 26227 6088 18656 9389 4226 Q Rz 2 No No f Q Rz f Weld Thick x Lenqth .18x7 .13x1 .13x4 .16x3 .11x1. .0 .5 .6 .2 .1 = 0.907 = 0.594 Fillers Fillers Filler = 14705 = 0.996 = 0.492 = 18313 Available Weld (in) Top/Bottm 9.4/ 3.6/ 7.0/ 4. 1/ 3.3/ 7.3 3.6 5.8 4.1 3.0 U4 -L3 W5 38.24 38.78 l-LL2x2x.!63 0.625 0.395z 0 0 18763 9300 11840 12266 .16x2.4 4.3/ 4.4 Job #6N01790J - SI Customer: Valley Joist West Page 47 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE • ESCONDIDO, CA 92025-1714 PHONE: '760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PATNT*NO PAINT*NO ,PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J30 3 - 32LH1230/615 x 31'11.500 Special Crimped angle Parallel chord Longspan Location U4. U5 U6 U6 U7 -LS -L5 -L5 -L7 -L7 Tensile Length Web W6 V2 W7 W8 V2 Slope 38.24 0.00 38.24 38.24 0.00 in 38 30. 38 38. 30. .78 .46 .78 .78 .46 Member 1-LL1-1/2X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-1/4X.109 0 0 0 0 0 Area in2 .315 .261 .422 .261 .261 0 0 0 0 0, R in .297z .247Z .347Z .247Z .247Z Shear Ibs 6776 0 0 4862 0 Force Ibs 8627 0 0 6190 0 Allow Ibs 94S4 7819 12656 7819 7819 Compressive Weld Available Shear Force Allow Thick x Weld (in) Ibs 0 3758 4862 0 3778 Ibs Ibs Top/Bottm 3.8/ 3.9 3.3/ 3.0 4.I/ 4;1 3.6/ 3.6 3.3/ 3.0 Job #6N01790J - SI Customer: Valley Joist West Page 48 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 Project: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J32 2 - 32LH1230/615 X Parallel chord Longspan 32' 2.250 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BGX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 615 #/f t full length Uniform SJI load 1230 #/ft. full length Uniform Dead load 615 ft/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.456 in Effective Depth 26.500 in Clear Depth 1967662 in-#Moment 48.000 in Interior Panel 7 Web Vees 382.250 in Design length 1111 in4 Ix L/ 865 Live Defl 1.000 in Chord gap 35.563 in Left End 20590 # SJI reaction 4898 # Minimum Shear 0 in4 Minimum Ix L/ 415 SJI Defl 0.423 in Camber 35.563 in Right End 20590 # SJI reaction Top Chord; 2-LL3X3X.227 Bridg < 277" Center: Sixth: Tag end panl .- First point: Chord shear: Ix= 2.285 L = 24.000 L = 24.000 L = 35.563 V = 14937 Bearing seats: Tag End ] Opposite End ] Bot Chord: 2-LL2-l/2x.230 Ix= 1.309 Center: L = 48.000 Chord shear: V = 18632 Length Location DO -LI Ul -LI U2 -LI U2 -L3 . U3 -L3 Web Slope Member W2 VI W3 W4 V2 59.64 28.36 32.13 38.24 0.00 60.26 2-LL2X2X.176 34.61 1-LL1-1/2X.125 35.96 2-LL1-3/4X.125 38.78 1-LL1-3/4X.156 30.46 1-LL1-1/4X.109 A = iy=p =p =p =p =c = iV4x3 jV4x3 A = Iy= P = T = Area in2 1.346 0.359 0.844 0.522 0.261 2.621 6.949 -64606 -60531 -31811 -31811 48307 1x3/8 ix3/8 2.194 4.520 63588 39138 Y = Rx = Pax= Paz= Paz= Pa = , f v = Weld 5 Weld 5 Y = Rx = Pa = fv = Tensile R Shear Force ' in Ibs Ibs 0.394Z 18632 ..36866 0.296Z 0.3472 0 0 0 0 0.345Z 11821 15050 0.247Z 0 0 0.834 0.934 -68780 -65898 -50333 -70765 10967 . 81 " .81" 0.710 0.772 65826. 16201 Fy Ry M M M fc Fy Ry ft = = = = = = = = = 50000 1.628 2456 9042 14323 18431 50000 1.435 17837 Compressive Allow Shear Force Ibs 40381 10781 25313 15650 . • 7819 Ibs 0 4785 Ibs 0 5438 14937 17637 0 3702 0 3702 Allow Ibs 26227 6148 . 18543 9390 4227 Q Rz 2 NO No f Q Rz f Weld Thick x Length .18x7.1 .13x1.5 ,13x4.8 .•16x3.2 .11x1.1 = 0.922 = 0.594 Fillers Fillers Filler = 14325 = 0.996 = 0.492 = 18494 Available Weld (in) Top/Bottm 9.3/ 7.3 3.6/ 3.6 7.0/ 5.8 4. I/ 4.1 3.3/ 3.0 O4 -L3 W5 38.24 38.78 l-LL2x2x.163 0.625 0.395Z 0 0 18763 9298. 11838 12267 .16x2.4 4.3/ 4.4 Job #6N01790J - SI Customer: Valley Joist West Page 49 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 . 135 W. MISSION AVENUE ESCONDIDO, CA .92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 . SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J32 2 - 32LH1230/615 x 32' 2.250 Special Crimped angle Parallel chord Longspan • Location U4 -L5 US -L5 U6 -L5 U6 -L7 U7 -L7 Tensile Length Web W6 . V2 W7 W8 V2 Slope 38.24 0.00 38.24 38.24 0.00 in 38. 30, 38. 38, 30, .78 .46 .78 .78 .46 Member 1-LL1-1/2X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-1/4X.109 Area in2 0 0 0 0. 0 .315 .261 .422 .261 .261 0 0 0 0, 0 R in .297z .247z .347z .247z .247Z Shear Ibs 67.76 0 0 4898 0 Force Ibs 8626 0 0 6235 0 Allow Ibs 9454 7819 12656 7819 7819 Compressive Weld Available Shear Force Allow Thick x Weld (in) Ibs 0 3763 4898 0 3783 Ibs Ibs Top/Bottm 3.8/ 3.9 3.3/ 3.0 4.1/ 4.1 3.6/ 3.6 3.3/ 3.0 Job #6N01790J - SI Customer: Valley Joist West Page 50 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE . ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J33 1 - 32LH1230/615 x 31'11.500 Special Crimped angle Parallel chord Longspan . End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 615 #/ft full length Uniform SJI load 1230 #/ft full length Uniform Dead load 615 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3" SHORT BEARING TE , 32.000 in Deep 379.500 in Design length 30.459 in Effective Depth 1094 in4 Ix 26.500 in Clear Depth L/ 870 Live Defl 1940134 in-#Moment 1.000 in Chord gap 48.000 in Interior Panel . 34.875 in Left End 7 Web Vees 20449 # SJI reaction 4862 # Minimum Shear 0 in4 Minimum Ix L/ 418 SJI Defl 0.417 in Camber 34.875 in Right End 20449 # SJI reaction Top Chord: 2-LL3x3x.219 Bridg < 277" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 2.213 L = 24.000 L = 24.000 L = 34.875 V = 14904 A = ly= P = P = P = P = C = 2.532 6.699 -63696 -59620 -31626 -31626 47392 Y = Rx = Pax= Paz= Paz= Pa = fv = 0.831 0.935 -65390 -62685 -48380 -68366 11342 Fy Ry M M M fc = = = = = — 50000 1.627 2457 8703 13761 18717 Bearing seats: Tag End LLV4x3x3/8 Weld 5.98" Opposite End LLV4x3x3/8 Weld 5.98" Bot Chord: 2-LL2-1/2X.230 A = 2.194 Y = 0.710 Ix= 1.309 Iy= 4.520 Rx = 0.772 Center: L = 48.000 P = 62677 Pa = 65826 Chord shear: V = 18525 T = 38221 fv = 16109 Fy Ry 50000 1.435 Q =0.907 Rz = 0.594 2 Fillers No Fillers No Filler f = 14705 Q = 0.996 Rz = 0.492 ft = 17419 f = 18313 Job #6N01790J - SI Customer Valley Joist West Page 51 VI. 92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 Project: JD2, INC. #10002 . 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820. FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *=****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J33 1 - 32LH1230/615 x 31'11.500 Special Crimped angle Parallel chord Longspan . Tensile ''- Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 Web W2 VI W3 W4 ,V2 W5 W6 V2 W7 W8 V2 Slope 59 29 30 38 0 38 38 0. 38. 38, 0, .64 .35 .23 .24 .00 .24 .24 .00 .24 .24 .00 in 60 34. 35. 38, 30, 38. 38. 30. 38. 38. 30. .26 .94 .25. .78 ,46 ,78 .78 .46 .78 ,78 "46 Member 2-LL2X2X.176 1-LL1-1/2X.125 2-LL1-3/4X.125 1-LL1-3/4X.156 1-LL1-1/4X.109 1-LL2X2X.163 1-LL1-1/2X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-1/4X.109 Area in2 1 0 0 ' 0 0 0 0. 0. 0. 0, 0. .346 .359 .844 .522 .261 .625 .315 .261 .422 .261 .261 0 0 0 0 0 0 0 0. 0. 0, 0. R in .394Z, .296z .347Z .345Z .247Z ,395z .297Z .247z .347z ,247z .247Z Shear Ibs 18525 0 0 11823 0 0 6776 0 0 4862 0 Force Ibs , 36652 0 ' 0. 15052 0 0 8627 0 0 6190 0 Allow Ibs 40381 10781 25313 15650 7819 18763 9454 7819 12656 7819 7819 Compress ive Shear Ibs o • 4713 14904 0 3697 9300 0 3758 4862 0 3778 Force Ibs 0 5406 17250 0 3697 11840 0 3758 6190 0 3778 Allow Ibs 26227 6088 18656 9389 4226 12266 4637 4226 7241 ' 2797 4226 Weld Thick Available X Length .18x7 .13x1 .13x4 .16x3 .11x1 .16x2, .11x2 .11x1. .13x1. .11x1. .11x1. .0 .5 .6 .2 .1 .4 .7 .2 .7 .9 .2 Weld (in) Top/Bottm 9. 3. 7. 4. 3. 4. 3. 3. 4. 3. 3. .4/ 7.3 ,6/ 3.6 ,0/ 5.8 , I/ 4.1 ,3/ 3.0 ,3/ 4.4 8/ 3.9 3/ 3.0 I/ 4.1 6/ 3.6- 3/3.0 Job #6N01790J - SI Customer: Valley Joist West . Page 52 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PATNT*NO PAINT*NO PAINT*NO PAINT** J42 1 - 32LH1200/600 x Parallel chord Longspan 33"11.250 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 600 #/ft full length Uniform SJI load 1200 #/ft full length Uniform Dead load 600 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3-1/2" SHORT BEARING TE 32.000 in Deep 403.250 in Design length 30.441 in Effective Depth 1209 in4 Ix 26.500 in Clear Depth L/ 821 Live Defl 2133445 in-#Moment 48.000 in interior Panel 8 Web Vees 1.000 in Chord gap 28.812 in Left End 21162 # SJI reaction 5041 # Minimum Shear 0 in4 Minimum Ix L/ 395 SJI Defl 0.471 in Camber 28.812 in Right End 21162 # SJI reaction Top Chord: . 2-LL3X3X.250 Bridg < 278" Center: Tag end panl: First point: Chord shear: Ix= 2.488 L '=• 24.000 L = 28.812 V = 16698 A = Iy= P = P = P = C = 2.875 7.669 -69093 -33470 -33470 45260 Y = Rx = Paz= Paz= Pa = fv = 0.842 0.930 -75071 -61423 -77625 11132 Fy Ry M M M fc = = = = = = 50000 1.633 2400 5866 9022 15743 Bearing seats: Tag End LLV4x3x3/8 Weld 5.43" Opposite End LLV4x3x3/8 Weld 5.43" Bot Chord: 2-LL2-l/2x.250 A = 2.375 Y = 0.717 Ix= 1.406 Iy= 4.924 Rx = 0.769 Center: L = 48.000 P = 70086 Pa = 71250 Chord shear: V = 19593 T = 34337 fv = 15674 Fy Ry 50000 1.440 Q = 0.961 RZ = 0.592 No Fillers No Filler f = 13634 ft = 14458 Q = 1.000 RZ = 0.491 f = 17261 Job #6N01790J - SI Customer: Valley Joist West Page 53 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA . CARLSBAD, CA 92009 . . SEQ: 1. TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO ,PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J42 1 - 32LH1200/600 x 33'11.250 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 04 U4 US 06 06 U7 US -LI -LI -LI -L3 -L3 -L3 -L5 -LS -L5 . -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope ' 59 37 10 38 0 38 38, 0, 38, 38, 0 38, .66 .30 .47 .25 .00 .25 .25 .00 .25 .25 .00 .25 in 60, 38. 30, 38. 30. 38. 38. 30. 38. 38. 30. 38. .25 ;27 .96 .76 .44 ,76 ,76 44 76 ,76 ,44 .76 Member 2-LL2X2X.187 1-LL1-1/2X.125 2-LL1-3/4X.125 l-LL2x2x.!56 1-LL1-1/4X.109 1-LL2X2X.200 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area in2. 1 0, 0, 0, 0. 0. 0. 0. 0. 0. 0, 0. .426 .359 .844 .600 .261 .760 ,422 .261 .480 .261 .261 .422 0 0 0 0, . 0, 0, 0. 0. •o. 0. 0, 0, R in .394Z .296Z ,347z .396z ,247z .393z ,347z ,247z ,346z .247Z .247Z .347Z Shear Ibs 19593 0 0 13998 0 0 9079. 0 0 5041 0 0 Force Ibs 38783 0 0 17825 0 '0 11561 0 0 6419 0 0 Allow Ibs 42782 10781 25313 17990 7819 22800 12656 7819 14402 7819 7819 12656 Compressive Shear Ibs 0 4014 16698 0 3626 11538 .0 3706 6619 0 3745 5041 Force Ibs 0 5046 16980 0 3626 14693 0 3706 8429 0 3745 6419 Allow Ibs 28097 5472 19316 11626 4230 15349 7243 4230 8506 2799 4230 7243 Weld Thick Available X Length .19x7 .13x1, .13x4, .16x3. .11x1. .19x2. .13x3. .11x1. . 14x2 . .11x2. .11x1. .13x1. .0 .4 .6 .8 .1 .6 ,1 .1 ,0 ,0 .2 .7 Weld (in) Top/Bottm 9 3 7, 4, 3, 4. 4. 3. 4. 3. 3, 4. .37 .87 .O/ .37 .37 ,37 ,17 ,37 17 .67 .37 ,17 7.3 3.9 5.9 4.4 3.0 4.4 4.1 3.0 4.1 3.6 3.0 4.1 Job #6N01790J - SI Customer: Valley Joist West Page 54 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J43 1 - 32LH1230/615 x 33'11.250 Special Crimped angle Parallel chord Longspan End Length Tag Opp Depth Slope Holes Top Chord Ext BCX Holdback Pitch 6.000 6.000 5.000 5.000 EP/#1L 54.000 54.000 Uniform Live load 615 #/ft full length Uniform SJI load 1230 #/ft full length Uniform Dead load 615 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3-1/2" SHORT BEARING TE 32.000 in Deep 403.250 in Design length 30.441 in Effective Depth 1209 in4 Ix 26.500 in Clear Depth L/ 801 Live Defl 2184260 in-#Moment 1.000 in Chord gap 48.000 in Interior Panel 28.812 in Left End 8 Web Vees 21667 # SJI reaction 5167 # Minimum Shear 0 in4 Minimum Ix L/ 386 SJI Defl 0.471 in Camber 28.812 in Right End 21667 # SJI reaction Top Chord: 2-LL3X3X.250 Bridg < 278" Center: Tag end panl: First point: Chord shear: Ix= 2.488 L = 24.000 L = 28.812 V = 17094 A = Iy= P = P = P = C = 2.875 7.669 -70738 -34269 -34269 46338 Y = Rx = Paz = Paz= Pa = fv = 0.842 0.930 -75071 -61423 -77625 11396 Fy Ry M M M fc = = = ' = = = 50000 1.633 2460 6012 9248 16118 Bearing seats: Tag End LLV4x3x3/8 Weld 5.57" Opposite End LLV4X3x3/8 Weld 5.57" Bot Chord: 2-LL2-1/2X.250 A = 2,375 Y = 0.717 Ix= 1.406 Iy= 4.924 Rx = 0.769 Center: L = 48.000 P = 71755 Pa = 71250 Chord shear: V = 20061 T = 35154 fv = 16049 Fy Ry 50000 1.440 Q = 0.961 Rz = 0.592 No Fillers No Filler f = 13957 ft = 14802 Q = 1.000 Rz = 0.491 f = 17673 Job #6N01790J - S.I Customer: Valley Joist West Page 55 VI. 92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 . 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 . PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 . SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J43 1 - 32LH1230/615 x 33'11.250. Special Crimped angle Parallel chord Longspan • .- • • ' • Tensile . Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 US -Dl -LI -LI -L3 -L3 -L3 -L5 -LS -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 59 37 10 38 0 38 38 0 38 38 0 38 .66 .30 .47 .25 .00 .25 .25 .00 .25 .25 .00 .25 in 60 38 30 38 30, 38. 38. 30, 38. 38. 30. 38. .25 .27 .96 .76 .44 .76 .76 .44 .76 ,76 .44 ,76 Member 2-LL2X2X.187 1-LL1-1/2X.125 2-LL1-3/4X.125 1-LL2X2X.163 1-LL1-1/4X.109 1-LL2X2X.200 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL2X2X.12S 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area in2 1, 0, 0, 0, 0. 0, 0. 0, 0, 0. . 0. 0. .426 .359 .844 .625 ,261 .760 .422 .261 .484 ,261 ,261' ,422 0 0 0 0 0, 0, 0, 0, 0, -0. 0. 0. R in .394z ,296z .347z .395Z ,247z .3932 .3472 .247z .398Z ,247z ,247z ,347z Shear Ibs 20061 0 0 14328 0 0 9289 0 0 5167 0 0 Force Ibs 39709 0 0 18245 0 0 11828 0 0 6579 0 0 Allow Ibs 42782 10781 25313 18763 7819 22800 12656 7819 14531 7819 ,; 7819 12656 Coropressive Shear Ibs 0 4090 17094 . 0 3692 11808 0 3773 6769 0 3814 5167 Force Ibs 0 5141 17383 0 3692 15037 0 3773 8620 0 3814 6579 Allow Ibs 28097 5472 19316 12269 4230 15349' 7243 4230 8698 2799 4230 7243 Weld Thick Available X Length .19x7. .13x1. .13X4. .16x3, .11x1. .19x2. .13x3. .11x1. .13x2. .11x2. .11x1. .13x1. .2 .4 .7 ,8 .1 ,7 .2 .2 .3 0 2 8 Weld (in) Top/Bottm 9. 3, 7, 4. 3. 4. 4. 3. 4. 3. 3. 4. • 3/ .8/ .O/ .3/ 3/ • 3/ ,!/ ,3/ ,3/ 6/ 3/ I/ 7.3 3. .9 5.9 4.4 3.0 4.4 4.1 3.0 4.4 3.6 3.0 4.1 Job #6N01790J - SI Customer: Valley Joist West Page 56 VI. 92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J44 1 - 32LH1230/615 X Parallel chord Longspan 33' 4.250 Special Crimped angle End Length Tag Opp Depth 6.000 6.000 5.0.00 5.000 Holes Top Chord Ext E 0' 1.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 615 #/ft full length Uniform SJI load 1230 #/ft full length Uniform Dead load 615 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.441 in Effective Depth 26.500 in Clear Depth 2110805 in-#Moment 48.000 in Interior Panel 8 Web Vees 396.250 in Design length 1209 in4 Ix L/ 845 Live Defl 1.000 in Chord gap 27.062 in Left End 21308 # SJI reaction 0.000 in Tag TCX Defl 5077 # Minimum Shear 0 in4 Minimum Ix L/ 406 SJI Defl 0.454 in Camber 27.062 in Right End 21308 # SJI reaction Top Chord: 2 Bridg <278" Center: Tag end First Chord Bearing panl: point : shear : seats -LL3X3X.250 Ix= L = L = V = 2.488 24.000 27.062 17010 j_ Tag End Opposite End Bot Chord: 2 Center: Chord shear : Location Web Slope UO -LI Ul -LI D2 -LI 02 -L3 U3 -L3 U4 -L3 W2 59.66 VI 39.33 W3 3.99 W4 38.25 V2 0.00 W5 38.25 -LL2-1/2X.250 Ix= L = V = Length in 60.25 39.35 30.51 38.76 30.44 38.76 1.406 48.000 19790 Member 2-LL.2x2x.187 A - iy=p = p =p =c = 2.875 7.669 -68324 -33806 -33806 43904 LLV4x3x3/8 LLV4x3x3/8 A - iy=P = T = Area in2 1.426 1-LL1-1/2X.125 0.359 2-LL1-3/4X.125 0.844 1-LL2X2X.163 0.625 1-LL1-1/4X.109 0.261 1-LL2X2X.200 0.760 2.375 4.924 69342 32712 Y - Rx = Paz= Paz= Pa = fv = Weld 5 Weld 5 Y - Rx = Pa = fv = Tensile R Shear Force in Ibs Ibs 0.394Z 19790 39172 0.2962 0.347Z 0 0 0 0 0.395Z 14333 18252 0.2472 0.393Z 0 0 0 0 0.842 0.930 -75071 -62503 -77625 11340 .47" .47" 0.717 0.769 71250 15832 Fy - Ry = M = M = M = fc = Fy =*• JLRy = ft = 50000 1.633 2460 5336 8095 15271 50000 1.440 13773 Compressive Allow Shear Force Ibs 42782 10781 25313 18763 7819 22800 Ibs Ibs 0 0 390S 5048 17010 17052 0 0 3680 3680 11812 15042 Allow Ibs 28097 5262 19382 12269 4230 15349 Q Rz No No f O Rz f Weld Thick x Length .19x7.1 .13x1.4 .13x4.6 . 16x3 . 8 .11x1.1 .19x2.7 = 0.961 = 0.592 Fillers Filler = 13671 - 1. 000 = 0.491 = 17265 Available Weld (in) Top/Bottm 9.3/ 7.3 3.9/ 3.9 7. I/ 6.1 4.3/ 4.4 3.3/ 3.0 4.3/ 4.4 U4 -L5 W6 38.25 38.76 1-LL1-3/4X.125 0.422 0.347z 9292 •• 11832 12656 0 0 7243 .13x3.2 4.I/ 4.1 Job #6N01790J - SI Customer: Valley Joist West Page 57 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIPICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J44 1 - 32LH1230/615 x 33' 4.250 Special Crimped angle Parallel chord Longspan . . Location US U6 U6 U7 U8 -L5 -L5 -L7 -L7 -L7 Web V2 W7 W8 V2 W9 Slope 0.00 38.25 38.25 0.00 38.25 Length in 30.44 38.76 38.76 30.44 38.76 Member 1-LL1-1/4X..109 l-LL2x2x.!25 1-LL1-1/4X. 1-LL1-1/4X. 1-LL1-3/4X. .109 .109 .125. Area in2 0.261 0.484 0.261 0.261 0.422 0. 0. 0. 0. 0. R in .247z .398Z ,247z .2472 .347Z Shear Ibs 0 . 0 5077 0 0 Tensile Force Ibs 0 0 6465 0 0 Compressive Allow Ibs 7819 14531 7819 7819 12656 Shear Ibs 3761 6771 0 3802 5077 Force Ibs 3761 8623 0 3802 6465 Allow Ibs 4230 8698 2799 4230 7243 weld Thick x Length .11x1.2 .13x2.3 .11x2.0 .11x1.2 .13x1.7 Available Weld (in) Top/Bottm 3.3/ 3.0 4.3/ 4.4 3.6/ 3.6 3.3/ 3.0 4. I/ 4.1 Job #6N01790J - SI Customer: Vallev Joist West . . Page 58 VI. 92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J45 1 - 32LH1230/615 x Parallel chord Longspan 33' 4.250 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E 0' 1.000 BCX Holdback Pitch EP/#1L 47.500 54.000 Uniform Live load 615 #/ft full length Uniform SJI load 1230 #/ft full length Uniform Dead load 615 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads: Load Spacing Location 9-11-1/2 23'4-3/46200 9'11-1/2 32.000 in Deep 30.304 in Effective Depth 26.000 in Clear Depth 2486912 in-#Moment 48.000 in Interior Panel 8 Web Vees Top Chord: 2-LL3x3x.281 Bridg < 279" Ix= 2.756 Center: L = 24.000 Tag end panl: L = 21.750 First point: Opp end panl: L. = 30.375 Last point: 396.250 in Design length 1399 in4 Ix L/ 977 Live Defl 1.000 in Chord gap 21.750 in Left End 25669 # SJI reaction 0.000 in Tag TCX Defl Point Type U5 SJI, Dead 5852 # Minimum Shear 0 in4 Minimum Ix L/ 397 SJI Defl 0.454 in Camber 30.375 in Right End 23146 # SJI reaction Chord shear: V = 22108 Bearing seats: Tag End Opposite End Bot Chord: 2-LL3X3X.250 Ix= 2.488 Center: L = 48.000 Chord shear: V = 24440 A = iy=p =p =p =p =p =c = 3.214 8.645 -81765 -36695 -36695 -36821 -36821 50300 Y = Rx =. Paz= Paz= Pa = Paz= Pa = f v = 0.854 0.926 -87083 -75990 -86780 -69793 -86780 13113 Fy Ry M M M M M fc = = = = = = = = 50000 1.640 2460 3339 5443 6371 10901 15650 Q = 1.000 Rz = 0.591 No Fillers No Filler No Filler f = 15270 LLV4x3x3/8 Weld LLV4x3x3/8 Weld 5.91" 5.31" A •= iy= P = T = 2.875 7.669 82066 34868 Y Rx Pa fv 0.842 0.930 86250 16293 Fy = 50000 Ry = 1.633 Q Rz 0.961 0.592 ft = 12128 f. = 17385 Job #6N01790J - SI Customer: Valley Joist West Page 59 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J45 1 - 32LH1230/615 x 33' 4.250 Special Crimped angle Parallel chord Longspan - Tensile Length Location UO Ul U2 U2 U3 U4 U4 U5 U6 06 U7 US U8 U9 U10 U10 Ull U12 U12 U13 U14 U14 U15 U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L15 -L15 Web W2L VI W3L W4L V2 W5L W6L V3 W7L W8 V2 W9L W9R V2 W8 W7R V2 W6R W5R V2 W4R W3R V4 W2R Slope 56 38 0 38 0 38 38 0 38 38 0 38 38 0 38 38. 0. 38, 38, 0, 38. 19. 35. 59. .34 .09 .00 .38 .00 .38 .38 .00 .38 .38 .00 .38 .38 .00 .38 .38 .00 .38 .38 .00 .38 .53 .51 ,77 in 54 38 30 38 30 38 38 30 38 38 30 38 38 30 38 38, 30. 38. 38. 30. 38. 32. 37. 60. .67 .50 .30 .66 .30 .66 .66 .30 .66 .66 .30 .66 .66 .30 .66 .66 .30 .66 .66 .30 .66 .15 .23 .19 Member 2-LL2X2X.200 1-LL1-1/2X.109 2-LL1-3/4X.143 1-LL2X2X.232 1-LL1-1/4X.109 2-LL1-3/4X.143 1-LL2X2X.163 1-LL1-3/4X.143 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL2X2X.143 1-LL1-1/4X.109 1-LL1-3/4X.143 l-LL2x2x.216 1-LL1-1/4X.109 1-LL2X2X.176 2-LL1-3/4X.125 1-LL1-1/2X.125 2-LL2X2X.187 Area in2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0. 0, 1. .520 .315 .960 .874 .261 .960 .625 .480 .480 .261 .261 .261 .480 .261 .261 .552 .261 .480 .817 .261 .673 .844 .359 .426 0 0 0 0 0 0 0, 0 0 0 0 0. 0, 0, 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. R in .393z .297z .346z .3922 .247Z .3462 .395Z . 346Z .346z .247Z .247Z ,247z .3462 .247z ,247z ,396z ,247z ,346z ,392z ,247z ,394z 347Z 296z 394Z Shear Ibs 24440 0 0 19600 0 0 14559 0 0 5852 0 5852 0 0 5852 0 0 10224 0 0 . 15265 0 0 21458 Force Ibs , 44089 0 0 25003 0 0 18572 0 0 .7465 0 7465 0 '0 7465 0 0 13042 0 0 19473 0 0 42618 Allow Ibs 45600 9454 28803 26225 7819 28803 18763 14402 14402 7819 7819 7819 14402 7819 7819 16547 7819 14402 24520 7819 20191 25313 10781 42782 Compressive Shear Force Ibs 0 3476 22108 0 3711 17080 0 10035 5852 0 3869 797 5852 3862 0 *.. 7704 3814 0 12745 3725 0 ' 18215 4366 0 Ibs 0 4417 22108 0 3711 21787 0 10035 7465 0. 3869 1017 7465 3862 0 9827 3814 0 16258 3725 0 19327 5363 0 Allow Ibs 31960 4679 23277 17645 4252 21617 12291 10062 8527 2815 4252 2815 8527 4252 2815 .10432 4252 8527 16517 4252 13475 19136 5668 28121 weld Thick Available X Length .19x7 .11x1 .14x5 .23x3 .11x1 .14x5 .16x3 .14x2 .14x1 .11x2 .11x1 .11x2 .14x1 .11x1 .11x2 . 14x2 , .11x1, .14x3. . 19x2 .11x1 .18x3. .13x5. .13x1. .19x7. .9 .4 .2 . 6M .1 .1 .8 .4 .8 .3 .2 .3 .8 .2 .3 .3 .2 .1 .9 .2 .7 .2 .4 .7 Weld (in) Top/Bottm 8 3, 7 4 3 7, 4, 3 4 3, 3, 3, 4 , 3. 3. 4. 3. 4. 4. 3. 4. 6. 3. 9. .61 • B/ • I/ • 3/ ,3/ .!/ • 3/ .8/ .!/ • 6/ • 3/ .67 ,17 .37 6/ 3/ 3/ I/ ,3/ 3/ ,3/ 8/ 8/ 2/ 8 4 7 4 3 7 4 3 4 3 3 3, 4, 3. 3. 4. 3. 4. 4. 3. 4. 6. 4. 9. .6 .2 .1 .7 .3 .1 .6 .8 .4 .9 .3 .9 .4 .3 .9 .7 .3 4 .7 .3 .7 .8 ,1 2 Job #6N01790J - SI Customer: Valley Joist West Page 60 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 . SEQ: 1 TAG COLOR: .BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO. PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J47 3 - 32LH1230/615 X Parallel chord Longspan 33' 4.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 615 #/ft full length Uniform SJI load 1230 #/ft full length Uniform Dead load 615 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3-1/2" SHORT BEARING TE 32.000 in Deep 396.000 in Design length 30.441 in Effective Depth 1209 in4 Ix 26.500 in Clear Depth L/ 846 Live Defl 2108205 in-#Moment 1.000 in Chord gap 48.000 in Interior Panel . 27.000 in Left End 8 Web Vees . 21295 # SJI reaction 5074 # Minimum Shear 0 in4 Minimum Ix L/ 407 SJI Defl 0.454 in Camber 27.000 in Right End 21295 # SJI reaction Top Chord: 2-LL3X3X.250 Bridg < 278" Center: Tag end panl: First point: Chord shear: Ix= 2.488 L = 24.000 L = 27.000 V = 17007 A = ly= P = P = P = C = 2.875 7.669 -68239 -33789 -33789 43818 Y = Rx = Paz= Paz= Pa = fv = 0.842 0.930 -75071 -62541 -77625 11338 Fy = Ry = M = M = M = fc = 50000 1.633 2460 5313 8055 15241 Bearing seats: Tag End LLV4x3x3/8 Weld 5.47" Opposite End LLV4x3x3/8 Weld 5.47" Bot Chord: 2-LL2-1/2X.250 A = 2.375 Y = 0.717 Ix= 1.406 Iy= 4.924 Rx = 0.769 Center: L = 48.000 P = 69257 Pa = 71250 Chord shear: V = 19780 T = 32625 fv = 15824 Fy Ry 50000 1.440 Q = 0.961 Rz = 0.592 No Fillers No Filler f =• 13661 Q = 1.000 Rz = 0.491 ft = 13737 f = 17250 Job #6N01790J - SI Customer; Valley Joist West Page 61 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** . J47 3 - 32LH1230/615 x 33' 4.000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 59 39 3, 38, 0. 38. 38. 0. 38. 38. , 0. 38. .66 .40 .76 .25 .00 .25 ,25 ,00 25 ,25 ,00 .25 in 60, 39, 30, 38. 30, 38. 38. 30. 38. 38. 30. 38. .25 .39 .51 ,76 .44 .76 ,76 .44 76 76 .44 ,76 Member 2-LL2x2x.l87 1-LL1-1/2X.125 2-LL1-3/4X.125 1-LL2X2X.163. 1-LL1-1/4X.109 1-LL2X2X.200 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL2X2X.125 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area in2 . 1 0 0 0, 0 0, 0, 0, 0. 0. 0, 0, .426 .359 .844 .625 .261 .760 .422 .261 .484 .261 .261 , .422 0 0 0 0 0 0 0 0, 0, 0. 'V 0. R in .394z .2962 .3472 .395Z .2472 .3932 .3472 .2472 .3982 .2472 .2472 .3472 Shear Ibs . 19780 0 0 14333 0 0 9292 0 0 5074 0 0 Force Ibs 39153 0 0 18252 0 0 11832 0 0 6461 0 0 Allow Ibs 42782 10781 25313 18763 7819 22800 12656 7819 14531 7819 7819 12656 Compressive Shear Ibs 0 3898 17007 0 3679 11812 0 3760 6771 0 3801 5074 Force Ibs 0 5044 17044 0 3679 15042 0 3760 8623 0 3801 6461 Allow Ibs 28097 5254 - 19383 12269 4230 15349 7243 4230 8698 2799 4230 7243 Weld Thick Available X Length .19x7 .13x1 .13x4 .16x3 .11x1 .19x2 .13x3 .11x1, .13x2, .11x2. .11x1. .13x1, .0 .4 .6 .8 .1 .7 .2 .2 .3 .0 .2 7 Weld (in) Top/Bottm 9, 3, 7. 4. 3, 4. 4. 3. 4. 3. 3. 4. .3/ 7 .9/3 .!/ 6, ,3/4, ,3/ 3. ,3/ 4. ,1/4. ,3/ 3. 3/4. 6/ 3. 3/ 3. I/ 4. .3 .9 .1 .4 .0 .4 .1 ,0 4 6 0 1 Job #6N01790J - SI Customer: Valley Joist West Page 62 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 . 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J12 2 - 32LH1380/840 X Parallel chord Longspan 33' 4.000 Special Crimped angle End Length Depth Tag 6.000 5.000 Opp. 6.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 840 #/ft full length Uniform SJI load 1380 #/ft full length Uniform Dead load 540 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3-1/2" SHORT BEARING TE 32.000 in Deep 30.304 in Effective Depth 26.000 in Clear Depth 2353230 in-#Moment . 48.000 in Interior Panel 396.000 in Design length 1399 in4 Ix 8 Web Vees L/ 717 Live Defl 1.000 in Chord gap 27.000 in,Left End 23770 # SJI reaction. 5692 # Minimum Shear 1367 in4 Minimum Ix L/ 421 SJI Defl 0.454 in Camber 27.000 in Right End 23770 # SJI reaction Top Chord: 2-LL3x3x.281 Bridg < 279" Center: Tag end panl: First point: Chord shear: Ix= 2.756 L = 24.000 L = 27.000 V = 18976 A = ly= P = P = P = G = 3.214 8.645 . -76513 -37899 -37899 49131 .Y = Rx = Paz = Paz= Pa = fv = 0.854 0.926 -87083 -72332 -86780 11255 Fy = Ry = M = M = M = fc = 50000 1.640 2760 5961 9037 15286 Bearing seats: Tag End LLV4x3x3/8 Weld 5.46" Opposite End LLV4x3x3/8 Weld 5.46" Bot Chord: 2-LL3X3X.250 A = 2.875 Y = 0.842 Ix= 2.488 . Iy= 7.669 Rx = 0.930 Center: L = 48.000< P = 77654 Pa = 86250 Chord shear: V. = 22.086 T = 36581 fv = 14724 Fy Ry 50000 1.633 Q = 1.000 RZ = 0.591 No Fillers No Filler f = 13605 Q = 0.961 RZ = 0.592 ft = 12724 f = 16040 Job #6N01790J - SI Customer: Valley Joist West Page 63 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** . J12 2 - 32LH1380/840 x 33' 4,000 Special Crimped angle Parallel chord Longspan Tensile Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 US -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 . -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 W8 V2 W9 Slope 59. 39 3 38 0 38 38 0, 38. 38. 0. 38. .77 .52 .78 .38 .00 .38 .38 .00 .38 .38 ,00 ,38 in 60 39. 30. 38. 30 38 38 30. 38. 38, 30, 38. .19 .29 .37 .66 .30 .66 .66 .30 .66 .66 .30 .66 Member 2-LL2x2x.200 1-LL1-3/4X.125 2-LL1-3/4X.125 1-LL2X2X.176 1-LL1-1/4X.109 1-LL2X2X.232 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL2X2X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area in2 1. 0, 0. 0. 0. - 0, 0, 0, 0. 0. 0. 0. .520 .422 ,844 ,673 .261 .874 .480 .261 .552 .261 .261 422 0 0 0 0 0 0 0 0 0 0 0. 0. R in .393z .347Z .347Z .394Z .247z .392Z .346z .247z .396z .247z .247z ,347z Shear Ibs 22086 0 0 15983 0 0 10342 0 0 5692 0 0 Force Ibs 43865 0 0 20388 0 0 13192 . -• 0 0 7262 0 0 Allow Ibs 45600 12656 25313 20191 7819 26225 14402 7819 16547 7819 7819 12656 Compressive Shear Ibs 0 4251 18976 0 4006 13162 0 4097 7521 0 4143 5692 Force Ibs 0 5511 19017 0 4006 16790 0 4097 9594 0 4143 7262 Allow Ibs 29937 7162 19403 13475 4252 17645 8527 4252 10432 2815 4252 7259 Weld Thick Available X Length .19x7 .13x1. .13x5 .18x3, .11x1 .19x3 .14x3 .11x1, . 14x2 , .11x2, .11x1, . 13x2 . .9 .5 .1 .9 .2 .0 .1 .3 .3 .2 .3 .0 Weld (in) Top/Bottm 9. 4. 7. 4, 3. 4. 4, 3, 4, 3. 3. 4. .2/ 9 .1/4 .!/ 7. ,3/1. ,3/ 3 .3/ 4. .1/4. .3/ 3, ,3/ 4. ,6/ 3. ,3/ 3. .!/ 4. .2 .5 .1 .7 .3 .7 .4 .3 .7 .9 ,3 .4 Job #6N01790J - SI Customer: Valley Joist West Page 64 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 • PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J13 2 - 32LH1200/600 x Parallel chord Longspan 33' 4.250 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext E 0' 1.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 600 #/ft full length Uniform SJI load 1200 #/ft full length Uniform Dead load 600 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.449 in Effective Depth 26.500 in Clear Depth 2061738 in-#Moment 48.000 in Interior Panel 8 Web Vees Top Chord: 2-LL3x3x.227 Bridg < 277" Center: Sixth: Tag end panl: First point: Chord shear: Ix= 2.285 L .= 24.000. L = 24.000 L = 27.062 V = 16617 396.250 in Design length 4953 # Minimum Shear 1159 in4 Ix . 0 in4 Minimum Ix L/ 830 Live Defl L/ 399 SJI Defl 1.000 in Chord gap 0.454 in Camber 27.062 in Left End 27.062 in Right End 20812 # SJI reaction 20812 # SJI reaction 0.000 in Tag TCX Defl . - Q = 0.922 Rz = 0.594 4 Fillers No Fillers No Filler f = 14688 A = ly= P = P = P = P = C =• 2.621 6.949 -66718 -58769 -33008 -33008 42872 Y = Rx = Pax= Paz= Paz = Pa = fv = 0.834 0.934 -68780 -65898 -55022 -70765 12200 Fy = Ry = M = M = M = fc = 50000 1.628 2400 5206 7897 16357 Bearing seats; Tag End LLV4x3x3/8 Weld Opposite End LLV4x3x3/8 Weld 5.88" 5.88" Bot Chord:2-LL2-1/2X.250 A = Ix= 1.406 Iy= Center: L = 48.000 P = Chord shear: V = 19328 T = 2.375 4.924 67711 31942 Y Rx Pa fv 0.717 0.769 71250 15463 Fy = 50000 Ry = 1.440 Q Rz 1.000 0.491 ft = 13449 f = 16862 Job #6N01790J - SI Customer: Valley Joist West Page 65 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J13 2 - 32LH1200/600 x 33' 4.250 Special Crimped angle Parallel chord Longspan Tensile Length Location 00 01 02 02 03 04 04 OS U6 06 07 08 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 WS W6 V2 W7 WS V2 W9 Slpp_e 59 39 3 38 0 38 38, 0. 38, 38. 0. 38, .65 .32 .99 .25 .00 .25 ,25 ,00 .25 .25 ,00 .25 in 60. 39. 30. 38. 30. 38. 38. 30. 38. 38. 30. 38. 26 36 52 77 45 77 77 45 77 77 45 77 Member 2-LL2x2x.l87 . 1-LL1-1/2X.125 2-LL1-1/2X.125 1-LL2X2X.156 1-LL1-1/4X.109 1-LL2X2X.200 . 1-LL1-3/4X.125 1-LL1-1/4X.109 1-LL1-3/4X.143 1-LL1-1/4X.109 1-LL1-1/4X.109 1-LL1-3/4X.125 Area in2 1 0, 0, 0, 0. 0. 0. • 0. 0. 0. 0. 0. .426 .359 .719 .600 .261 .760 ,422 ,261 ,480 ,261 ,261 .422 0 0 0. 0. 0, 0. 0. 0. 0. 0. 0. 0. R in .3942 .2962 ,296z ,396z .247z ,393z .3472 ,2472 .3462 ,247z ,247z .347Z Shear Ibs 19328 0 0 14003 0 0 9082 0 0 4953 0 0 Force Ibs 38251 0 0 17830 0 0 11564 0 0 6307 0 0 Allow Ibs 42782 10781 21563 17990 7819 22800 12656 7819 14402 7819 7819 12656 Compressive Shear Ibs 0 3834 16617 0 3614 11542 0 3694 6621 0 3734 4953 Force Ibs 0 4956 16657 0 3614 14697 0 3694 8431 0 3734 6307 Allow Ibs 28096 5261 16760 11625 4228 15347 7242 4228 8505 2798 4228 7242 Weld Thick Available X Length .19x6. .13x1, .13x4, .16x3. .11x1. .19x2. .13x3. .11x1. .9 .3 .5 .8 .1 .6 .1 .1 . 14x2 .'0 .11x1. .11x1. 113x1. 9 ,2 ,7 Weld (in) Top/Bottm 9.3/ 3.9/ 6.9/ 4.3/ 3.3/ 4. 3/ 4. 1/ 3.3/ 4. 1/ 3.6/ 3.3/ 4. I/ 7.3 3.9 5.9 4.4 3.0 4.4 4.1 3.0 4.1 3.6 3.0 4.1 Job #6N01790J - SI Customer: Valley Joist West Page 66 VI.92 'By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J35 1 - 32LH860/470 x Parallel chord Longspan 31'11.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 470 #/ft full length Uniform SJI load 860 #/ft full length Uniform Dead load 390 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel.points. 32.000 in Deep 30.723 in Effective Depth 27.500 in Clear Depth 1385056 in-#Momeht 48.000 in Interior Panel 7 Web Vees 379.500 in Design length 822 in4 Ix L/ 855 Live Defl 1.000 in Chord gap 34.875 in Left End 14599 # SJI reaction 3400 # Minimum Shear 0 in4 Minimum Ix L/ .442 SJI Defl 0.417 in Camber 34.875 in Right End 14599 # SJI reaction Top Chord; 2-LL2-1/2X.212 Bridg < 243" Ix= 1.219 Center: Tag end panl: First point: Chord shear: L = 24.000 L = 34.875 V = 10666 Bearing seats: Tag End Opposite End Bot Chord: 2-LL2X2X.200 Ix= 0.576 Center: L = 48.000 Chord shear: V = 13212 Length Location UO Ul U2 U2 U3 U4 -LI -LI -LI -L3 -L3 -L3 Web W2 VI W3 W4 V2 W5 Slope 59.42 29 30. 38. 0. 38. .14 .02 .00 .00 .00 in 60, 35, 35. 38. 30. 38. .40 .17 ,48 .99 .72 .99 Member l-LL2x2x.232 1-LL1-1/2X.109 2-LL1-1/2X.109 1-LL1-1/2X.125 1-LL1-1/4X.109 1-LL1-3/4X.143 A = Iy= P = P = P = C = .V4x3 iV4x3 A = ly= P = T = Area in2 0.874 0.315 0.630 0.359 0.261 0.480 2.030 Y = 4.158 Rx = -45082 Paz= - -22362 Paz= • -22362 Pa = • 33543 fv •= x3/8 Weld 4 •x3/8 Weld 4 1.520 Y = 2.328 Rx = 44361 Pa = 27052 fv = Tensile R in 0.392z 0.297Z 0.297Z 0.296z 0.247z 0.346Z Shear Ibs 13212 0 0 8493 0 0 Force Ibs . 25973 0 0 10777 0 0 0.703 Fy = 50000 0.775 Ry = 1.431 -51834 M = 1718 -37163 M = 6085 -54813 M = 9621 10062 fc = 16523 .32" .32" 0.574 Fy = 50000 0.616 Ry = 1.238 45600 16515 ft = 17797 Compressive Allow Ibs 26225 ' 9454 18907 10781 7819 14402 Shear Ibs 0 3597 10666 0 2888 6710 Force Ibs 0 4118 12318 0 2888 8514 Allow Ibs 9765 5164 13265 5333 4182 8462 Q Rz No No f QRz f Weld Thick x Lenath . 19x4 .11x1. .11x3, . 13x2 . .11x0. .14x2. .7 .3 .8' .9 .9 .0 = 0.967 = 0.493 Fillers Filler = 13019 = 1.000 = 0.393 = 18760 Available Weld (in) Top/Bottm 5.3/ 3.3/ 5.7/ 3.5/ 3.0/ 3.8/ 5.2 3.0 4.6 3.3 2.5 3.5 U4 -L5 W6 38.00 38.99 1-LL1-1/4X.109 0.261 0.247Z 4926 6251 7819 0 0 2767 .11x1.9 3.3/ 3.0 Job #6N01790J - SI Customer: Valley Joist West : , Page 67 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) . - **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J35 1 - 32LH860/470 x 31'11.500 Special Crimped, angle Parallel chord Longspan Tensile Location US -L5 U6 -L5 U6 -L7 U7 -L7 Web Slope V2 0.00 W7 38.00 W8 38.00 V2 0.00 Length Area in Member in2 30.72 1-LL1-1/4X.109 0.261 38.99 1-LL1-1/2X.109. 0.315 38.99 1-LL1-1/4X.109 0.261 30.72 1-LL1-1/4X.109 0.261 R in 0.247Z 0.297Z 0.247Z 0.247Z Shear Ibs 0 0 3400 0 Force Allow Ibs 0 0 4314 0 Ibs 7819 9454 7819 7819 Compress ive Shear Ibs 2931 3400' 47 2945 Force Ibs 2931 4314 59 2945 Allow Ibs 4182 4606 2767 4182 Weld Thick x Lenqth .11x0.9 .11x1.3 .11x1.3 .11x0.9 Available Weld (in) Top/Bottm 3.0/ 2.5 3.5/ 3.3 3.3/ 3.0 3.0/2.5 Job #6N01790J - SI Customer: Valley Joist West Page 68 VI.92. By GS 15:28 Entered 12/18/06.Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA • CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J36 1 - 32LH1400/840 x Parallel chord Longspan 31'11.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 840 #/ft full length Uniform SJI load 1400 #/ft full length Uniform Dead load 560 #/ft full length SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 32.000 in Deep 30.441 in Effective Depth 26.500 in Clear Depth 2195170'in-#Moment 48.000 in Interior Panel 7 Web Vees 379.500 in Design length 1209 in4 Ix L/ 704 Live Defl 1.000 in Chord gap 34.875 in Left End 23138 # SJI reaction 5534 # Minimum Shear 0 in4 Minimum Ix L/ 408 SJI Defl 0.417 in Camber 34.875 in Right End 23138 # SJI reaction Top Chord: 2 Bridg < 278" Center: Tag end panl : First Chord point : shear : Bearing seats -LL3X3X.250 Ix= . L = L = V = 2.488 24.000 34.875 16851 j. Tag End Opposite End Bot Chord: 2 Chord Location UO -LI Ul -LI U2 -LI U2 -L3 U3 -L3 U4 -L3 Center: shear: Web Slope W2 59.66 VI 29.36 W3 30.25 W4 38.25 V2 0.00 ,W5 38.25 -LL2- Ix= L = V = Length in 60.25 34.93 35.24 38.76 30.44 38.76 1/2X.250 1.406 48.000 20966 Member 2-LL2X2X.200 A = Iy= P = P = P = C = 2.875 7.669 -72113 -35815 -35815 53655 LLV4x3x3/8 LLV4x3x3/8 A = Iy= P = T = Area in2 1.520 1-LL1-1/2X.125 0.359 2-LL1-3/4X.143 0.960 1-LL2X2X.156 0.600 1-LL1-1/4X.109 0.261 1-LL2X2X.176 0.673 2.375 4.924 70960 43272 Y - Rx = Paz= Paz= Pa = f v = Weld 5 Weld 5 Y - Rx = Pa = fv = Tensile R Shear Force in Ibs Ibs 0.393Z 20966 41501 0.296z 0.346Z 0 0 0 0 0.396Z 13353 17004 0.247Z 0.394Z 0 0 0 0 0 . 842 0.930 -75071 -57436 -77625 11234 .96" .96" 0.717 0.769 71250 16773 Fy - Ry = M = M = M. = . f c: = Fy - Ry = ft = 50000 1.633 2796 9906 15663 18663 50000 1.440 18220 Compress ive Allow Shear Force Ibs 45600 10781 28803 17990 ' 7819 20191 Ibs Ibs 0 0 5225 5995 16851 19506 0 0 4068 4068 10490 13358 Allow Ibs 29911 6091 22319 11626 4230 13450 Q Rz No No f Q Rz f Weld Thick x Lenqth .20X7.0M .13x1.6 .14x4.6 .16x3.7 . llxl . 3 .18x2.6 = 0.961 = 0.592 Fillers Filler = 14604 = 1.000 = 0.491 = 19087 Available Weld (in) Top/Bottm 9.3/ 7.3 3.6/ 3.6 6.9/ 5.8 4.3/ 4.4 3.3/ 3.0 4.3/ 4.4 U4 -L5 W6 38.25 38.76 1-LL1-1/2X.125 0.359 0.296z 7626 9712 10781 0 0 5376 .13x2.6 3.8/ 3.S Job #6N01790J - SI Customer: Valley Joist West Page 69 VI.92 By GS 15:28 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 . CONTACT:. GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** J36 1 - 32LH1400/840 x 31'11.500 Special Crimped angle Parallel chord Longspan • Tensile Location U5 -LS U6 -L5 U6 -L7 U7 -L7 Web Slope V2 0.00 W7 38.25 W8 38.25 V2 0.00 Length Area in Member in2 30.44' 1-LL1-1/4X.109 0.261 38.76. 1-LL1-3/4X.125 0.422 38.76 . 1-LL1-1/4X.109 0.261 30.44 1-LL1-1/4X.109 0.261 R in 0.247Z 0.347Z 0.247Z 0.247Z Shear Ibs 0 0 5534 0 Force Ibs 0 • 0 7048 0 Allow Ibs 7819 12656 7819 7819 Compress ive Shear Ibs 4137 5534 0 4161 Force Allow Ibs 4137 7048 0 4161 Ibs 4230 7243 2799 4230 ' Weld Thick x Length . llxl . 3 .13x1.9 .11x2.2 .11x1.3 Available Weld (in) Top/Bottm 3.3/ 3.0 4. I/ 4.1 3.6/ 3.6 3.3/ 3.0 Job #6N01790 - SI Valley Joist West Page 1 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK . *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO.PAINT*NO PAINT*NO PAINT** Gl 1 - 32G6N20.0/10.7 x Parallel chord Girder 35' 2.375 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext 6.000 Y 6.000 Y BCX Holdback Pitch 2.0' 1.500 2 0' 2.000 EP/#1L 74.500 75.375 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads:Load 20000 9300 10700 20000 9300 10700 22500 10100 12400 33000 14000 19000 35300 .13700: 21600 Spacing 6'2-l/2 0 1 r\1 0 0 1 A0 B'10-1/4 O'i r\(J 01 r\1 0 3 '6-3/4 0 1 A1 0 0 1 r»U 6 1 C1 6 01 r\0 Oi n.u 6'9-l/2 0 '" n, \j 0 ' f)\j 6'3-3/8 Location 6'2-l/2 6'2-l/2 6 '2-1/2 12-0-3/4 12-0-3/4 12'0-3/4 15'7-l/2 15'7-l/2 15'7-l/2 22'l-l/2 22 '1-1/2 22 '1-1/2 28 '11 28'11 28' 11 Point U2 U2 U2 U4 U4 U4 U6 U6 U6 U8 U8 U8 U10 U10 U10 Type SJI Dead , Live SJI Dead Live SJI Dead Live SJI Dead Live SJI Dead Live NO TC HOLES 32.000 in Deep 29.042 in Effective Depth 22.000 in Clear Depth 8237168 in-#Moment 60.375 in Interior Panel 6 Web Vees 418.375 in Design length 16350 # Minimum Shear 4996 in4 Ix L/ 724 Live Defl 1.000 in Chord gap 35.250 in Left End 61641 # SJI reaction 4834 in4 Minimum Ix L/ 405 SJI Defl 0.506 in Camber 35.687 in Right End 71159 # SJI reaction Job #6N01790 - SI Customer; Valley Joist West Page 2 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Gl 1 - 32G6N20.0/10.7 x 35' 2.375 Special Crimped angle Parallel chord Girder . Top Chord: 2-LL5x5x.625 Ix= 27.156. Center: L = 39.000 Chord shear: V = 61468 A = 11.719 Iy= 73.059 P =-281163 C = 203292 Y = 1.479 Fy = 50000 Rx = 1.522 Ry = 2.497 Paz=-302911 M = 0 fv = 9835 fc = 17348 Q = 1.000 Rz = 0.978 No Fillers f = 13113 Bearing seats: Tag End LLV5x3 . Opposite End LLV5x3 . Bot Chord: 2-LL5x5x.625 A - Center: Chord shear: Location UO -LI Ul -LI U2 -LI O2 -L3 U3 -L3 U4 -L3 U4 -L5 U6 -L5 U6 -L7 07 -L7 U8 -L7 US -L9 09 -L9 U10 -L9 O10 -Lll Oil -Lll U12 -Lll Web W2L VI W3L W4L V2 W5L W6L W7L W7R V3 W6R W5R V2 W4R W3R VI W2R Slope 57.73 20.31 42.38 50.42 0.00 50.42 36.35 36.35 53.33 0.00 53.33 54.52 0.00 54.52 43.31 19.55 57.73 Ix= 2-7.156 L = 60.375 V = 61531 Length in 54.40 30.97 39.31 45.58 29.04 45.58 36.06 36.06 48.63 29.04 48.63 50.04 29.04 50 . 04 39.91 30.82 54.40 Member 2-LL3-1/2X.313 1-LL1-1/4X.109 2-LL3X3X.313 2-LL2-1/2X.230 1-LL1-1/2X.109 2-LL3X3X.250 .1-LL2X2X.232 2-LL2X2X.156 2-LL2x2x.l87 1-LL1-3/4X.125 l-LL2x2x.250 2-LL3X3X.250 1-LL1-1/2X.109 2-LL2-1/2X.212 2-LL3-1/2X.313 1-LL1-1/4X.109 2-LL3-1/2X.344 iy=p — T = Area in2 4.186 0.261 3.560 2.194 0.315 2.875 0.874 1.199 1.426 0.422 0.938 2.875 0.315 2.030 4.186 0.261 4.579 5X.5 Weld 6 5x.5 Weld 7 11.719 Y - .53" .56" 1.479 Fv - 50000 73.059 Rx = 1.522 Ry = 2.497 283633 Pa = 351563 153449 fv = 9845 ft = 13094 Tensile Compressive 1 0 0. 0, 0, 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 1. R in . 082x .2472 . 922X . 772X .2972 .930X .392z . 622x ,617x ,347z .391Z . 930x ,297z . 775x . 082X ,247z . 078x Shear Ibs 61531 0 15367 41384 0 10325 21249 5299 4088 0 16350 8872 •0 35586 17746 0 71049 Force Ibs 115259 0 20803 64945 0 16203 26384 6580 6844 0 27375 15287 0 61316 24387 0 133088 Allow Ibs 125582 7819 106802 65826 9454 86250 26225 35980 .42782 .12656 28125 86250 9454 60903 125582 7819 137380 Shear Ibs 15383 1828 61468 10346 4066 41300 5312 21198 16350 5623 4088 35489 4581 8897 70984 2121 17762 Force Ibs ' 28815 1949 83212 16236 4066 . 64813 6596 26320 27375 5623 6844 61148 4581 15329 97548 2251 33272 Allow Ibs 106719 2467 90616 50073 4646 68103 14420 26207 27465 7249 9058 66072 4646 43412 108600 2491 118057 Q = 1.000 Rz = 0.978 f = 11823 Weld Available Thick x Weld (in) Length Top/Bottm . 31x12. 4M 14.1/14.1 .11x0.6 3.3/ 3.4 .3lx9.0M 11.8/11.8 .19x11.6 13.0/13.0 .11x1.3 3.5/ 3.5 .19x11.6 12.9/12.9 .23x3.8M 4.3/ 4.6 .16x5.7 11.1/11.1 .19x4.9 13.7/13.7 .13x1.5 3.8/ 3.8 .19x4.9 5. I/ 5.7 .19x11.0 13.7/13.7 .11x1.4 3.5/ 3.5 .19x11.0 13.9/13.9 . 31x10. 5M 11.9/11.9 .11x0.7 3.3/ 3.4 . 34x13. OM 14.1/14.1 Job #6N01790 - SI Valley Joist West Page 3 VI.92 .By GS 15:29 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 . 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA . CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G2 1 - 32G4N39.6/21.2 X Parallel chord Girder 30'11.750 -Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope 6.000 6.000 Holes Y Y Top Chord Ext BCX Holdback 2 O1 2.000 2 O1 2.000 Pitch EP/#1L 89.875 89.875 SJI 1000# AddLoad on Top chord at panel points;. Dead 1000# AddLoad on Top chord at panel points. TC cone loads: Load 46000 18400 27600 42800 18400 , 24400 39600 18400 , 21200 NO TC HOLES 32 .000 in Deep 29.087 in Effective Depth 22.000 in Clear Depth 7787913 in-#M6ment' 48.000 in Interior Panel 8 Web Vees Spacing 7 7 .'5-7/8Oi nU01 /~\u 81 A.u 0 1 AU 0 ' nu 8 1 A.U 0 1 A.U 0 1 A(J '5-7/8 Location 7'5-7/8 7'5-7/8 7'5-7/8 15'5-7/8 15'5-7/8 15 '5-7/8 23 '5-7/8 23 '5-7/8 . 23'5-7/8 Point U4 U4 U4 U8 . U8 U8 U12 U12 U12. Type SJI Dead Live SJI Dead Live SJI Dead Live 367.750 in Design length 16050 # Minimum Shear 4489 in4 Ix L/ 815 Live Defl 1.000 in Chord gap 20.469 in Left End 66871 # SJI reaction 0 in4 Minimum Ix L/ 460 SJI Defl 0.391 in Camber 20.469- in Right End 63529 # SJI reaction TOP Chord: 2-LL5x5x.625 Ix= 27.156 Center: L = 24.000 Chord shear: V = 66754 A = 11.719 Iy= 73.059 P =-251299 C = 149970 Y = 1.479 Rx = 1.522 Paz=-325793 fv = 10681 Bearing seats: Tag End LLV5x3.5x.5 Weld 7.10" Opposite End LLV5x3.5x.5 Weld, 6.74" Bot Chord: 2-LL5x5x.500 Ix= 22.501 Center: L = 48.000 Chord shear: V = 66762 A = 9.500 Iy= 58.042 P = 267749 T '•= 98542 Fy Ry M fc Y = Rx = Pa = fv = 1.434 1.539 285000 13352 Fy Ry ft 50000 Q = 1.000 2.497 Rz = 0.978 0 No Fillers = 12797 = . 10373 f = 12451 50000 Q = 1.000 2.472 Rz = 0.983 f = 14324 Job #6N01790 - SI Customer: Valley Joist West Page 4 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G2 1 - 32G4N39.6/21.2 x 30'11.750. Special Crimped angle Parallel chord Girder Length Location UO Ul U2 U2 U3 U4 U4 US 06 US U7 US U8 U9 U10 U10 Ull U12 U12 U13 U14 U14 U15 U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L1S -L15 ,Web W2L VI W3L W4 V2 W5L W6L V2 W7L W8L V3 W9L W9R V3 W8R W7R V2 W6R W5R V2 W4 W3R VI W2R Slope 53.98 33.88 5.77 37.69 0.00 37.69 39.53 0.00 39.53 39.53 CKOO 39.53 39.53 0.00 39.53. 39.53 0.00 39.53 37.69 0.00 37.69 S.77 33.88 53.98 in 49 35 29 36 29 36 37. 29 37 37 29 37 37. 29: 37. 37. 29. 37. 36. 29. 36. 29. 35. 49. .46 .04 .23 .75 .09 .75 .71 .09 .71 .71 .09 .71 .71 .09 .71 .71 .09 .71 .75 ,09 75 23 04 46 Member' 2-LL3-1/2X.313 1-LL1-1/4X.109 2-LL3X3X.250 2-LL3X3X.250 1-LL1-1/2X.109 2-LL3X3X.313 l-LL2x2x.250 1-LL1-1/2X.109 2-LL2X2X.163 1-LL2X2X.250 1-LL1-1/2X.125 2-LL2x2x.l63 2-LL2X2X.187 1-LL1-1/2X.125 2-LL1-3/4X.156 2-LL2x2x.l87 1-LL1-1/2X.109 2-LL1-3/4X.156 2-LL3X3X.281 . 1-LL1-1/2X.109 2-LL3X3X.250 2 -1,1,3 x3x. 227 1-LL1-1/4X.109 2-LL3X3X.313 Area 4 0 2 2 0 3 0 0 1 0 0 i i 0 1 1 0 1 3 0 2 2 0 3 in2 .186 .261 .875 .875 .315 .560 .938 .315 .251 .938 .359 .251 .426 .359 .043 .426 .315 .043 .214 .315 .875 .621 .261 .560 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 0. 0. 0. R in . 082x .247z . 930X . 930X .297z . 922x .391Z .297z . 621x .391z .296Z . 62 Ix .617x .296z .541X . 617X .297z . 541x . 926x .297z . 930X . 934x ,247z . 922X Shear Ibs 66762 0 16688 66693 0 16658 20566 0 5125 20436 0 5093 5857 0 23495 5890 0 23625 15823 0 63351 15853 0 63421 Tensile Force Ibs 113518 0 16773 84274 0 21049 26664 0 6645 26495 0 6602 7594 0 30460 7636 0 30629 19994 0 80052 15934 0 107837 Compressive Allow Ibs 125582 7819 86250 86250 9454 106802 28125 9454 37526 28125 10781 37526 42782 10781 31300 42782 9454 31300 96422 9454 86250 7862B 7819 106802 Shear . Ibs 16690 1524 66754 16673 2999 66632 5142 4362 20501 5109 5026 20371 23429 4976 5874 23560 4210 5906 63290 2849 15838 63413 1448 15855 Force Ibs 28380 1836 67094 21069 2999 84197 6666 4362 26579 6624 5026 26410 30375 4976 7615 30545 4210 7657 79975 2849 20013 63735 1744 26959 Allow Ibs 108776 1927 74722 71841 4637 92024 14555 4637 27204 14555 5373 27204 32133 5373 21686 32133 . 4637 21686 83166 4637 71841 65613 1927 90476 Weld Available Thick x Weld (in) Length Top/Bottm . 31x12. 2M 13.2/13.2 .11x0.6 3.5/ 3.8 .25X9.0M 11.6/11.6 . 25X11. 4M 11.4/11.4 .11x0.9 3.5/ 3.5 .31X9.1M 11.4/11.4 .25X3.6M 4.3/ 4.7 .11x1.3 3.5/ 3.5 .16x5.5 11.4/11.4 .25X3.6M 4.3/ 4.7 .13X1.4 3.5/ 3.5 .16x5.5 11.4/11.4 .19x5.5 11.4/11.4 .13x1.3 3.5/ 3.5 .16x6.6 11.3/11.3 .19x5.5 11.4/11.4 .11x1.3 3.5/ 3.5 .16x6.6 11.3/11.3 .28X9.6M 11.4/11.4 .11x0.9 3.5/ 3.5 . 25x10. 8M 11.4/11.4 .19x11.4 11.6/11.6 .11x0.5 3.5/ 3.8 . 31x11. 6M 13.4/13.4 Job #6N01790 - SI Customer: Valley Joist West Page 5 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G3 1 - 32G5N20.0/13.3 X Parallel chord Girder 30'11.750 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 0' 2.000 2 0' 2.000 Pitch EP/#1L 33.875 89.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points TC cone loads: Load 20000 6700 13300 23500 9200 14300 20000 6700 13300 37300 15400 21900 39600 19800 NO TC HOLES 32.000 in Deep 29.087 in Effective Depth 22.000 in Clear Depth . 8011163 in-#Moment 70.000 in Interior Panel 5 Web Vees Spacing 2'9-7/8 01 nu Oi ou 4 1 QO o ' nu u 0 1 AU 4 ' 4^b r± 01 r\U O i nu 0 1 0J o 0 ' nu Oi n\j 81 n\j O i nu 7'5-7/8 Location 2'9-7/8 2'9-7/8 2 '9-7/8 7'5-7/8 7'5-7/8 7'5-7/8 H'9-7/8 H'9-7/8 H'9-7/8 15'5-7/8 15'5-7/8 15 '5-7/8 23 '5-7/8 23 '5-7/8 Point Ul Ul Ul U2 U2 U2 U4 U4 U4 U6 U6 U6 U8 U8 Type SJI Dead Live SJI Dead Live SJI Dead Live SJI Dead Live SJI Dead, Live 367.750 in Design length 17550 # Minimum Shear 4489 in4 Ix L/ 768 Live Defl 1.000 in Chord gap 31.875 in Left End 77657 # SJI reaction 0 in4 Minimum Ix L/ 446 SJI Defl 0.391 in Camber 42.937 in Right End 64743 # SJI reaction Job #6N01790 - SI Customer: Valley Joist West Page 6 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 ... 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G3 1 - 32G5N20.0/13.3 x 30'11.750 Special Crimped angle . Parallel chord Girder Top Chord: 2-LL5x5x.625 Ix= 27.156 Center: L = 44.000 Chord shear: V = 57418 A = 11.719 Iy= 73.059 P =-265428 C = 225426 Y =• 1.479 Fy = 50000 Rx = 1.522 Ry = 2.497 Paz=-294272 M =. 0 fv = 9187 fc =. 19236 Q = 1.000 Rz = 0.978 No Fillers f = 13301 Bearing seats: Tag End LLV5x3 . Opposite End LLV5x3 . Bot Chord: 2-LL5x5x.500 A = Center: Chord shear : Location UO Ul U2 U2 U4 U4 US U6 U7 US U8 U9 U10 -LI -LI -LI -L3 -L3 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 Web' W2L VI W3L W4L W5L W6L W6R W5R V2 W4R W3R V3 W2R Slope 57.69 25.90 55.22 41.79 41.79 37.10 37.10 58.79 0.00 58.79 55.22 6.01 57.69 Ix= L = V = Length in 54.42 32.33 50.99 39.01 39.01 36.47 36.47 56.13 29.09 56.13 50.99 29.25 54.42 22.501 70.000 77531 Member 2-LL4X4X.375 2-LL1-3/4X.156 2-LL3-1/2X.313 2-LL2x2x.200 ' 2-LL2-1/2X.212 1-LL2X2X.200 2-LL1-3/4X.156 2-LL2-1/2X.250 1-LL1-1/2X.125 2-LL2x2x.216 2-LL3-1/2X.344 1-LL1-1/4X.109 2-LL3-1/2X.313 Iy= P = T = Area in2 5.719 1.043 4.186 1.520 2.030 0.760 1.043 2.375 0.359 1.635 4.579 0.261 4.186 5x.5 Weld 8 5x.5 Weld 6 9.500 Y - .26" .87" 1.434 Fv - 50000 58.042 Rx = 1.539 Ry = 2.472 275424 Pa = 285000 195384 fv = 15506 ft = 20567 Tensile Compressive 1 0 'l 0 0 0 0 0 0. 0. 1 0. 1 R in . 23SX . 541X . 082x .616x . 775x .393z .541X . 769X .2962 .613X .078X .2472 .082X Shear Ibs 77531 0 14354 33847 8444 17550 4387 6161 0 24774 16126 0 64618 Force Ibs 145071 0 25162 45398 11326 22005 5501 11888 0 47803 28267 0 120909 Allow Ibs 171563 31300 125582 45600' 60903 22800 31300 71250 10781 49041 137380 7819 125582 Shear . Ibs 19383 21000 57418- 8462 33776 4387 17550 24643 4707 6193 64504 2033 16155 Force Ibs 36268 23345 100647 11350 45303 5501 22005 47552 4707 11951 113070 2044 30227 Allow Ibs 151422 23479 102599 33642 47962 12417 22113 48420 5373 27159 113417 2766 106708 Q = 1.000 RZ = 0.983 f = 18606 Weld Available Thick x Weld (in) Length Top/Bottm . 38x13. OM 13.7/13.7 .16x5.0 10.4/10.4 . 31x10. 8M 13.6/13.6 .19x8.1 11.6/11.6 .19x8.1 11.7/11.7 .19x3.9 4.3/4.6 .16x4.7 11.1/11.1 .19x8.5 15.2/15.2 .13x1.3 3.5/ 3.5 .19x8.6 15.4/15.4 . 34x11. 1M 13.7/13.7 .11x0.6 3.3/ 3.3 . 31x13. OM 14.1/14.1 Job #6N01790 - SI Customer: Valley Joist West Page 7 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA.92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA . CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G4 4 - 32G4N43.0/22.5 x Parallel chord Girder 30'11.750 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 0' 2.000 2 0' 2.000 Pitch EP/#1L 89.875 89.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points TC cone, loads: Load 43000 20500 22500 43000 20500 22500 43000 20500 22500 NO TC HOLES 32.000 in Deep 29.087 in Effective Depth 22.000 in Clear Depth 7823875 in-#Moment 48.000 in Interior Panel 8 Web Vees Spacing V'5-7/8 O'O O'O 8'0 0 ' 0 O'O 8'0 O'O O'O 7'5-7/8 Location Point Type 7 7 7 15 15 15 23 23 23 5-7/8 5-7/8 5-7/8 5-7/8 5-7/8 5-7/8 5-7/8 5-7/8 5-7/8 U4 U4 U4 U8 U8 U8 U12 U12 U12 SJI Dead Live SJI Dead Live SJI Dead Live 367.750 in Design length 16125 # Minimum Shear 4489 in4 Ix L/ 883 Live Defl 1.000 in Chord gap 20.469 in Left End 65500 # SJI reaction 0 in4 Minimum Ix L/ 458 SJI Defl 0.391 in Camber 20.469 in Right End 65500 # SJI reaction Top Chord: 2-LL5x5x.625 Ix= 27.156 Center: L = 24.000 Chord shear: V = 65383 A = 11.719 Iy= 73.059 P =-251191 C = 146888 Y = 1.479 Rx = 1.522 Paz=-325793 fv = 10461 Bearing seats: Tag End LLV5x3.5x.5 Weld 6.95" Opposite End LLV5x3.5x.5 Weld 6.95" Bot Chord; 2-LL5x5x.500 Ix= 22.501 Center: L = 48.000 Chord shear: V = 65391 A = 9.500 Iy= 58.042 P = 268985 T ••= 96518 Fy Ry M fc 50000 2.497 0 12534 Y = Rx = Pa = fv ' = 1.434 1.539 285000 13078 Fy = Ry = ft • = 50000 2.472 10160 Q = 1.000 Rz = 0.978 No Fillers f = 12195 Q = 1.000 Rz = 0.983 f = 14030 Job #6N01790 - SI Customer Valley Joist West Page 8 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G4 4 - 32G4N43.0/22.5 x 30'11.750 Special Crimped angle Parallel chord Girder Location DO Dl U2 U2 U3 U4 U4 US U6 U6 U7 U8 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web W2 VI W3 W4 V2 W5 W6 V2 W7 we V3 W9 Slope 53 33 .5. 37. 0. 37, 39. 0. 39. 39. 0. 39. .98 .88 .77 .69 .00 .69 .53 .00 .53 ,53 ,00 ,53 Length in 49.46 35.04 29.23 36.75 29.09 36.75 37.71 29.09 37.71 37.71 29.09 37.71 Area Member 2-LL3-1/2X.313 1-LL1-1/4X.109 2-LL3X3X.227 2-LL3X3X.2SO 1-LL1-1/2X.109 2-LL3X3X.281 2-LL1-3/4X.143 1-LL1-1/2X.109 2-LL2X2X.176 2-LL1-3/4X.143 1-LL1-1/2X.125 2-LL2x2x.l76 in2 4. 0. 2, 2. 0. 3. 0. 0. 1. 0. 0. 1. .186 .261 .621 .875 .315 ,214 .960 315 .346 ,960 ,359 346 1 0 0 0 0 0 0 0 0 0 0 0 R in .082x .247z .934x .930x .297z .926x .543x .297z .619x .543x .296z .619x Shear Ibs 65391 0 16346 65322 0 16315 22196 0 5533 22065 0 5500 Tensile Force Ibs 111188 0 16429 82542 0 20616 28776 0 7173 28607 o' 7131 Compressive Allow Ibs 125582 7819 . 78628 86250 9454 96422 28803 9454 40381 28803 10781 40381 Shear Ibs 16348 1493 65383 16331 2938 65261 5549 4306 22131 5516 5024 22000 Force Ibs 27797 1799 65716 20635 2938 82465 7194 4306 28691 7152 5024 28522 Allow Ibs 108776 1927 65613 71841 4637 83166 19533 4637 29915 19533 5373 29915 Weld Available Thick x Weld (in) Length Top/Bottm . 31x12. OM 13.2/13 .2 .11x0.6 3.5/ 3.8 .23X9.7M 11.6/11.6 . 25x11. 1M 11.4/11.4 .11x0.9 3.5/ 3.5 .28X9.9M 11.4/11.4 .14x6.8 11.3/11.3 .11x1.3 3.S/ 3.5 .18x5.5 11.4/11.4 .14x6.7 11.3/11.3 .13x1.4 3.5/ 3.5 .18x5.5 11.4/11.4 Job #6N01790 - SI Customer Valley Joist West . . Page 9 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 • 135 W. MISSION AVENUE , . ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) . ' " **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G5 1 - 32G4N43.0/22.5 X 28' 3.375 Parallel chord Girder Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 0' 1.500 2 0' 2.000 Pitch EP/#1L 78.500 82.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on .Top chord at panel points.' TC cone loads:Load 43000 20500 22500 43000 20500 22500 43000 20500 22500 Spacing 6'6-l/2 Oi n\j Oi r\u 7 1 cD n ' nu uOi A0 7 i c/ O O i nu Oi nu 6'10-7/8 Location 6 '6- 1/2 6'6-l/2 6'6-l/2 13 '11-1/2 13 '11-1/2 13 '11-1/2 21'4-l/2 21-4-1/2 21-4-1/2 Point Type U2 U2 U2 U4 U4 U4 U6 U6 U6 , SJI Dead Live SJI Dead Live SJI Dead Live NO TC HOLES 32.000 in Deep 29.154 in Effective Depth 22.000 in Clear Depth 7070833 in-#Moment 89.000 in Interior Panel 4 Web Vees 335.375 in Design length 16125 # Minimum Shear 3826 in4 Ix 0 in4 Minimum Ix L/ 913 Live Defl L/ 473 SJI Defl 1.000 in Chord gap 0.325 in Camber 37.250 in Left End 39.437 in Right End 66341 # SJI reaction 64659 # SJI reaction Top Chord; 2-LL5x5x.500 Ix= 22.501 Center: L = 44.500 Chord shear: V = 66113 A = 9.500 Iy= 58.042 P =-210818 C = 208210 Y = 1.434 Rx = 1.539 Paz=-238167 fv = 13223 Bearing seats; Tag End LLV5x3.5x.5 Weld 8.80" Opposite End LLV5x3.5x.5 Weld 8.57" Bot Chord: 2-LL5x5x.438 Ix= 20.061 Center: L = 89.000 Chord shear: V = 66204 A = 8.376 Iy= 50.675 P = 242533 T = 173481 Fy Ry M fc 50000 2.472 0 21917 Y = Rx = Pa = fv = 1. 412 1.548 251289 15115 Fy = Ry = ft = 50000 2.460 20711 Q = 1.000 Rz = 0.983 No Fillers f .= 17173 Q = 0.979 Rz = 0.986 f = 18322 Job #6N01790 - SI Customer: Valley Joist West Page 10 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G5 1 - 32G4N43.0/22.5 X Parallel chord Girder 28' 3.375 Special Crimped angle Length Location UO Ul U2 U2 U3 U4 U4 US U6 U6 U7 US -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 Web - W2 VI W3L W4L V2 W5 W5 V2 W4R W3R V3 W2 Slope 57. 16. 46, 56, 0, 56. 56. 0. 56. 50. 12. 57. .63 .71 .29 .77 ,00 .77 .77 .00 .77 11 69 63 in 54 30 42 53 29 53 53 29 53. 45. 29. 54. .46 .44 .19 .20 .15 .20 .20 .15 .20 .46 .88 .46 Member 2-LL3-1/2X.313 1-LL1-1/4X.109 2-LL3-1/2X.313 2-LL2x2x.l87 1-LL1-1/2X.109 2-LL2-1/2X.212 2-LL2-1/2X.212 1-LL1-1/2X.109 2-LL2X2X.176 2-LL3-1/2X.313 1-LL1-1/4X.109 2-LL3-1/2X.313 Area in2 4 0 4 1 0, 2. 2. 0, 1 4. 0, 4. .186 .261 .186 .426 .315 .030 .030 .315 .346 .186 ,261 .186 1 0 1 0 0 0. 0. 0, 0.i, 0. 1. R in . 082x .247z . 082X . 617x .297Z . 775X . 775X .297z .619X . 082x ,247z , 082X Shear Ibs 66204 0 16528 22981 0 5712 5288 0 21285 16104 0 64521 Tensile Force Ibs 123671 0 23920 41935 0 10423 9649 0 38840 25109 0 120528 Corapressive Allow Ibs 125582 7819 125582 42782 9454 60903 60903 9454 40381 125582 7819 125582 Shear Ibs 16551 2001 66113 5745 4164 22848 21152 4216 5321 64417 1986 16130 Force Ibs 30918 2089 95681 10484 4164 41692 38598 4216 9710 100437 2036 30132 Allow Ibs 106693 2553 107419 25314 4623 42004 42004 4623 23722 105680 2649 106693 Weld Available Thick x Weld (in) Length Top/Bottm . 31x13. 3M 14.5/14.5 .11x0.6 3.3/ 3.4 . 31x10. 3M 12.6/12.6 .19x7.6 15.1/15.1 .11x1.3 3.S/ 3.5 .19x7.5 14.9/14.9 .19x6.9 14.9/14.9 .11x1.3 3.S/ 3.5 .18x7.4 15.1/15.1 . 31x10. 8M 13.1/13.1 .11x0.6 3.2/ 3.3 .31x13. OM 14.5/14.5 Job #6N01790 - SI Customer; Valley Joist West Page 11 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 . SEQ: 1 TAG COLOR: BLACK *****FLQOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G6 1 - 32G4N43.0/22.5 x Parallel chord Girder 31' 9.375 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Holes Y Y Top Chord Ext BCX Holdback 2 0' 1.500 2 0' 2.000 Pitch EP/#1L 89.000 101.87 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top.chord at panel points, TC cone loads:Load 43000 20500 22500 43000 20500 22500 43000 20500 22500 Spacing 7'5 0 ' 0W \s 0 ' 0 7 '11-1/4 0 ' 0 n i h\J U 7'll-l/4 0 ' 0 0 ' 0 8'5-7/8 Location 15 15 15 23 23 23 7'5 7'5 7'5 '4-1/4 '4-1/4 '4-1/4 '3-1/2 '3-1/2 '3-1/2 Point U4 U4 U4 U8 U8 U8 U12 U12 U12 Type SJI Dead Live SJI Dead Live SJI Dead Live NO TC HOLES 32.000 in Deep 29.087 in Effective Depth 22.000 in Clear Depth 8154662 in-#Moment 47.625 in Interior Panel 8 Web Vees 377.375 in Design length 16125 # Minimum Shear 4489 in4 Ix L/ 826 Live Defl 1.000 in Chord gap 20.250 in Left End 67701 # SJI reaction 0 in4 Minimum Ix L/ 428 SJI Defl. 0.412 in Camber 23.469 in Right End 63299 # SJI reaction Top Chord: 2-LL5x5x.625 Ix= 27.156 Center: L = 23.812 Chord shear: V = 67588 A = 11.719 Iy= 73.059 P =-264534 C = 150327 Y = 1.479 Rx = '1.522 Paz=-326049 fv = 10814 Bearing seats: Tag End LLV5x3.5x.5 Weld Opposite End LLV5x3.5x.5 Weld Bot Chord; 2-LL5x5x.500 Ix= 22.501 Center: L = 47.625 Chord shear: V = 67595 A = 9.500 Y Iy= 58.042 Rx P = 280358 Pa T = 98756 fv 7.19" 6.71" = 1.434 = 1.539 = 285000 = 13519 Fv Ry M fc Fy Ry 50000 2.497 0 12828 50000, 2.472 Q = 1.000 Rz = 0.978 No Fillers f = 12573 Q = 1.000 Rz = 0.983 ft '•=. 10395 f = 14484 Job #6N01790 - SI Customer; Valley Joist West Page 12 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *.****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G6 1 - 32G4N43.0/22.5 x 31' 9.375 Special Crimped angle Parallel chord Girder Location UO ui • U2 U2 U3 U4 U4 US U6 U6 U7 U8 U8 U9 U10 U10 Ull U12 U12 U13 U14 U14 U15 U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L15 -L15 Web W2L VI W3 W4L V2 W5L W6L V2 W7L W8L V3 W9L W9R V3 W8R W7R V2 W6R W5R V2 W4R W3 V4 W2R Slope 53.98 34.18 4.91 37.41 0.00 37.41 39.31 0.00 39.31 39.31 0.00 39.31 39.31 0.00 39.31 39.31 0.00 39.31 41.21 0.00 41.21 17.08 29.61 53.98 Length in 49.46 35.16 29.19 36.62 29.09 36.62 37.59 29.09 37.59 37.59 29.09 37.59 37.59 29.09 37.59 37.59 29.09 37.59 38.66 29.09 38.66 30.43 33.46 49.46 Area Member 2-LL3-1/2X.313 1-LL1-1/4X.109 2-LL3X3X.250 2-LL3x3x.281 1-LL1-1/2X.109 2-LL3x3x.313 2-LL1-3/4X.156 1-LL1-1/2X.109 2-LL2x2x.l87 2-LL1-3/4X.156 1-LL1-1/2X.125 2-LL2X2X.187 2-LL2X2X.156 1-LL1-1/2X.125 l-LL2x2x.232 2-LL2X2X.156 1-LL1-1/2X.109 1-LL2X2X.232 2-LL3x3x.313 1-LL1-1/2X.109 2-LL3X3X.250 2-LL3X3X.250 1-LL1-1/4X.109 2-LL3X3X.313 in2 4 0 2 3 0 3 1 0 1 1. 0 1 1. 0. 0. 1. 0. 0. 3. 0. 2. 2. 0. 3. .186 .261 .875 .214 .315 .560 .043 .315 .426 .043 .359 .426 .199 .359 .874 .199 .315 .874 .560 .315 .875 875 261 560 1 0 0 0 0 0 0 0 0 0 0 0 0 0. 0. 0. 0. 0, 0. 0. 0. 0. 0. 0. R in . 082x .247z .930x . 926x .2977 . 922X . 541x .2972 .617X . 541x .296z .617x . 622x .296z ,392z ,622x ,297z .392z , 922x ,297z , 930X ,930x .2472 922x Shear Ibs 67595 0 16897 67529 0 16868 24407 0 6086 24281 0 6054 4946 .0 19845 4977 0 19972 15759 0 63102 15792 0 63193 Tensile Force Ibs 114934 0 16959 85021 0 21237 31543 0 7865 31380 0 7825 6392 0 25648 6432 0 25811 20946 0 83874 16521 0 107451 Corapressive Allow Ibs 125582 7819 86250 96422 9454 106802 31300 9454 42782 31300 10781 42782 35980 10781 26225 35980 9454 26225 106802 9454 86250 86250 7819 106802 Shear Ibs 16899 1538 67588 16882 3007 67470 6102 4432 24344 6070 5218 24218 19782 5291 4961 19909 4652 4993 63035 3228 15776 63170 1511 15798 Force Ibs 28734 1859 67837 21255 3007 84947 7886 4432 31461 7845 5218 31298 25566 5291 6412 25729 4652 6453 83784 3228 20968 66085 1738 26863 Allow Ibs 108776 1914 74737 83230 4637 92096 21728 4637 32180 21728 5373 32180 25762 5373 13663 25762 4637 13663 90979 4637 71065 74284 2114 90476 Weld Available Thick x Weld (in) Length Top/Bottm . 31x12. 4M 13.2/13.2 .11x0.6 3.5/ 3.8 .25X9.1M 11.6/11.6 . 28x10. 2M 11.4/11.4 .11x0.9 3.5/ 3.5 .31X9.1M 11.4/11.4 .16x6.8 11.3/11.3 .11x1.4 3.5/ 3.5 .19x5.7 11.3/11.3 .16x6.8 11.3/11.3 .13x1.4 3.5/ 3.5 .19x5.6 11.3/11.3 .16x5.5 11.3/11.3 .13x1.4 3.S/ 3.S .23X3.7M 4.3/ 4.7 .16x5.6 11.3/11.3 .11x1.4 3.5/ 3.5 .23X3.7M 4.3/ 4.7 .31X9.0M 11.7/11.7 .11x1.0 3.5/ 3.5 . 25x11. 3M 11.7/11.7 .25X8.9M 11.2/11.2 .11x0.5 3.4/ 3.6 . 31x11. 6M 13.4/13.4 Job #6N01790 - SI Customer: Valley Joist West Page 13 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, ING. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G7 1 - 32G4N25.0/13.6 x Parallel chord Girder 22' 8.625 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads: Load 25000 11400 " . " 13600 35900 15400 20500 38300 15100 23200 NO TC HOLES 32.000 in Deep 29.701 in Effective Depth 24.000 in Clear Depth 4125287 in-#Moment 61.750 in Interior Panel 4 Web Vees Spacing 3 '1-3/4 O i r\0 01 nu 6 1 £.D n i n. \j \j • 0 1 nU 6'9-l/201 nu Oi nu 6'3-3/8 Location 3 '1-3/4 S'l-3/4 3-1-3/4 9'7-3/4 9'7-3/4 9'7-3/4 16'5-l/4 16'5-l/4 16'5-l/4 Point Ul Ul Ul U4 U4 U4 U6 U6 U6 BCX Holdback 2 0' 2.000 2 0' 2.000 Type SJI Dead Live SJI Dead . Live SJI Dead Live Pitch EP/#1L 37.750 75.375 268.625 in Design length 12400 # Minimum Shear 2726 in4 Ix 0 in4 Minimum Ix L/1245 Live Def1 L/ 713 SJI Defl 1.000 in Chord gap 0.209 in Camber 35.750 in Left End 35.687 in Right End 53833 # SJI reaction 47367 # SJI reaction Top Chord: 2-LL4x4x.438 Ix= 9.957 Center: L = 40.750. Chord shear: V = 28565 A = 6.624 Iy= 28.235 P =-127829 C =119053 Y = 1.161 Rx = 1.226 Paz=-159289 fv = 8152 Bearing seats: Tag End LLV5x3.5x.5 Weld 8.12" Opposite End LLV5x3.5x.5 Weld 7.13" Bot Chord; 2-LL4x4x.375 Ix= 8.717 Center: L = 61.750 Chord shear: V = 53661 A = 5.719 Iy= 24.067 P = 138896 T = 99100 Fy Ry M fc 50000 2.065 0 17972 Y = Rx = Pa = fv = 1.138 1.235 171563 17887 Fy = Ry =•' ft ..= 50000 2.051 17329 Q = 1.000 Rz = 0.785 No Fillers f = 12133 Q = 1.000 Rz .= 0.788 f = 19875 Job #6N01790 - SI Customer Valley Joist West Page 14 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G7 1 - 32G4N25.0/13.6 x 22' 8.625 Special Crimped angle Parallel chord Girder Tensile Length Location UO Ul U2 U2 D3 U4 U4 US U6 U6 07 US -LI -LI -LI -L3 -L3 -L3 -L5 -LS -LS -1/7 -L7 -L7 Web W2L VI W3L W4L V2 W5L W5R V2 W4R W3R V3 W2R Slope 57 19 40 35, 0, 35. 53. 0. 53. 42. 19. 57. .15 .04 .92 .26 .00 .26 .91 .00 91 .67 .15 15 in 54 31 39 36 29 36 50 29, 50, 40 31 54, .76 .42 .31 .37 .70 .37 .43 .70 .43 .39 .44 .76 Member 2-LL3X3X.313 2-LL2x2x:156 2-LL2X2X.232 2-LL2x2x.l56 1-LL1-1/4X.109 2-LL2X2X.200 2-LL2X2X.156 1-LL1-1/4X.109 1-LL2X2X. 187 2-L.1.3X3X.250 1-LL1-1/4X.109 2-LL3x3x.281 Area in2 3 1 1 1 0 . 1, 1, 0. 0, 2 0. 3. .560 .199 .748 .199 .261 .520 .199 .261 .713 .875 .261 .214 0. 0, 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. R in . 922x . 622X . 611x , 622x ,247z ,616x ,622x ,247z 394Z . 930x ,247z . 926X Shear Ibs ' 53661 0 7141 28487 0 7102 3100 0 12400 11774 0 47196 Force Ibs 98928 ,0 9452 34889 0 8698 5263 0 21052 16012 0 87009 Allow Ibs 106802 35980 52451 35980 7819 45600 35980 7819 21391 86250 7819 96422 Compressive Shear Ibs 13415 26000 28565 7122 , 2381 28409 12400 2557 3100 47094 1381 11799 Force Ibs 24732 27505 37807 8722 2381 34793 21052 2557 5263 64047 1462 21752 Allow Ibs 88044 27498 38409 26116 2682 34766 21669 2682 6494 70345 2393 79598 Weld Available Thick x Weld (in) Length Top/Bottm . 31x10. 6M .16x5.9 .19x6.8 .16x7.5 .11x0.7 .19x6.2 11.2/11.2 8.7/ S.7 9.3/ 9.3 9. I/ 9.1 3.3/ 3.3 9. I/ 9.1 .16x4.5 11.1/11.1 .11x0.8 .19x3.8 .25x8.614 .11x0.5 . 28x10. 4M 3.3/ 3.3 S.2/ 5.8 9.7/ 9.7 3.3/ 3.4 11.3/11.3 Job #6N01790 - SI Customer: Valley Joist West Page 15 VI.92 By GS 15:29 Entered 12/18/06. Revised 12/28/06 JD2, INC. #10002 - 135 W. MISSION AVENUE , ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 . SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G8 1 - 32G4N39.6/21.2 x 30'11.750 Special Crimped angle Parallel chord Girder ' ' End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 0' 2.000 2 0' 2.000 Pitch EP/#1L 89.875 89.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points, TC cone loads: Load 46000 18400 27600 42800 18400 24400 39600 18400 ' 21200 NO TC HOLES 32.000 in Deep 29.087 in Effective Depth 22.000 in Clear Depth 7787913 in-#Moment 48.000 in Interior Panel 8 Web Vees Spacing 7 '5-7/8 0* nu 01 p)u8i fiu 01 f\u Oi nu 8? o\j 01 nu 01 nu 7'5-7/8 Location 7-5-7/8 7'5-7/8 7'5-7/8 15'5-7/8 15'5-7/8 15'5-7/8 23 ' 5-7/8 23'5-7/8 23 '5-7/8 Point U4 U4 U4 U8 U8 U8 U12 U12 U12 Type SJI Dead Live SJI Dead Live SJI Dead Live 367.750 in Design length 16050 # Minimum Shear. 4489 in4 Ix L/ 815 Live Defl 1.000 in Chord gap 20.469 in Left End 66871 # SJI reaction 0 in4 Minimum Ix L/ 460 SJI Defl 0.391 in Camber 20.469 in Right End 63529 # SJI reaction Top Chord: 2-LL5x5x.625 Ix= 27.156 Center: L = 24.000 Chord shear: V = 66754 A = 11.719 Iy= 73.059 P =-251299 C = 149970 Y = 1.479 Rx = 1.522 Paz=-325793 fv = 10681 Bearing seats; Tag End LLV5x3.5x.5 Weld Opposite End LLV5x3.5x.5 Weld Bot Chord: 2-LL5x5x.500 Ix= 22.501 Center: L = 48.000 Chord shear: V = 66762 A = 9.500 Y Iy= 58.042 Rx P = 267749 Pa T = 98542 fv 7.10" 6.74". = 1.434 = 1.539 = 285000 = 13352 Fy Ry M fc Fy Ry 50000 2.497 0 12797 50000 2 .472 Q = 1.000 Rz = 0.978 No Fillers f = 12451 ft = 10373 Q = 1.000 Rz = 0.983 f = 14324 Job #6N01790 - SI . Valley Joist West Page 16 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 Customer: JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G8 1 - 32G4N39.6/21.2 x 30'11.750 Special Crimped angle Parallel chord Girder Location UO Ul U2 U2 03 U4 U4 US U6 U6 U7 U8 U8 U9 U10 U10 Ull U12 U12 U13 U14 U14 D15 U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 ,-L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L15 -L15 Web W2L VI W3L W4 V2 W5L W6L V2 W7L W8L V3 W9L W9R V3 W8R W7R V2 W6R W5R V2 W4 W3R VI W2R Slope 53.98 33.88 5.77 37.69 0.00 37.69 39.53 0.00 39.53 39.53 0.00 39.53 39.53 0.00 39.53 39.53 0.00 39.53 37.69 0.00 37.69 5.77 33.88 53.98. Length in 49.46 35.04 29.23 36.75 29.09 36.75 37.71 29.09 37.71 37.71 29.09 37.71 37.71 29.09 37.71 37.71 29.09 37.71 36.75 29.09 36.75 29.23 35.04 49.46 Member 2-LL3-1/2X.313 1-LL1-1/4X.109 2-LL3X3X.250 2-LL3X3X.250 1-LL1-1/2X.109 2-LL3X3X.313 1-LL2X2X.250 1-LL1-1/2X.109 2-LL2X2X.163 1-LL2X2X.250 1-LL1-1/2X.125 2-LL2x2x.l63 2-LL2X2X.187 1-LL1-1/2X.125 2-LL1-3/4X.156 2-LL2X2X.187 1-LL1-1/2X.109 2-LL1-3/4X.156 2-LL3x3x.281 1-LL1-1/2X.109 2-LL3X3X.250 2-LL3X3X.227 1-LL1-1/4X.109 2-LL3X3X.313 Area in2 4.186 0.261 2.875 2.875 0.315 3.560 0.938 0.315 1.251 0.938 0.359 1.251 1.426 0.359 1.043 1.426 0.315 1.043 3.214 0.315 2.875 2.621 0.261 3.560 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R in .082x .247Z .930X .93 Ox .297z .922X .3912 .297z .621X . 391z .296z .621x .617x .296Z .541x .617x .297z .541x . 92 6x .297z . 930x . 934x .247z . 922x Shear Ibs 66762 0 16688 66693 0 16658 20566 0 5125 20436 0 5093 5857 0 23495 5890 0 23625 15823 0 63351 1S853 0 63421 Tensile Force Ibs 113518 0 16773 84274 0 21049 26664 0 6645 26495 0 6602 7594 0 30460 7636 0 30629 1999.4 0 80052 15934 0 107837 Compressive Allow Ibs 125582 7819 86250 86250 9454 106802 28125 9454 37526 28125 10781 37526 42782 10781 31300 42782 9454 31300 96422 9454 86250 78628 7819 106802 Shear Ibs 16690 1524 66754 16673 2999 66632 5142 4362 20501 5109 5026 20371 .23429 4976 5874 23560 4210 5906 63290 2849 15838 63413 1448 15855 Force Ibs 28380 1836 67094 21069 2999 84197 6666 4362 26579 6624 5026 26410 30375 4976 7615 30545 4210 7657 79975 2849 20013 63735 1744 26959 Allow Ibs 108776 1927 74722 71841 4637 92024 14555 4637 27204 14555 5373 27204 32133 5373 21686 32133 4637 21686 83166 4637 71841 65613 1927 90476 weld Available Thick x Weld (in) Length Top/Bottm . 31x12. 2M 13.2/13.2 .11x0.6 3.5/ 3.8 .25X9.0M 11.6/11.6 .. 25x11. 4M 11.4/11.4 .11x0.9 3.5/ 3.5 .31X9.1M 11.4/11.4 .25X3.6M 4.3/ 4.7 .11x1.3 3.5/ 3.5 .16x5.5 11.4/11.4 .25X3.6M 4.3/ 4.7 .13X1.4 3.5/ 3.5 .16x5.5 11.4/11.4 .19x5.5 11.4/11.4 ;i3xl.3 3.5/ 3.5 .16x6.6 11.3/11.3 .19x5.5 11.4/11.4 .11x1.3 3.5/ 3.5 .16x6.6 11.3/11.3 .28x9.614 11.4/11.4 .11x0.9 3.5/ 3.5 . 25x10. 8M 11.4/11.4 .19x11.4 11.6/11.6 .11x0.5 3.5/ 3.8 . . 31x11. 6M 13.4/13.4 Job #6N01790 - SI Customer: Valley Joist West Page 17 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 . PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA . CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** • G9 1 - 32G5N20.0/10.9 x Parallel chord Girder 30'11.750 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 0' 2.000 2 O1 2.000 Pitch EP/#1L 33.875 89.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads: Load 22400 9100 13300 20000 9100 10900 33700 15300 18400 22400 9100 13300 20000 . 9100 10900 NO TC HOLES 32.000 in Deep 29.154 in Effective Depth 22.000 in Clear Depth 6774083 in-#Moment 48.000 in Interior Panel 5 Web Vees Spacing 2 7 •9-7/8 n ' nu u n ' nu u A \ Qrt O n ' nu u Oi nu 4 1 A*± O i nu -3 1 QJ O 0 ' 0 n ' n\_/ w 8 1 nu n ' nu u Oi nu '5-7/8 Location 2 '9-7/8 2'9-7/8 2 '9-7/8 7'5-7/S 7'5-7/8 7' 5-7/8 H'9-7/8 H'9-7/8 11-9-7/8 15'5-7/8 15'5-7/8 15'5-7/S 23 '5-7/8 23 '5-7/8 23 '5-7/8 Point Ul Ul Ul U2 U2 U2 U4 U4 U4. U6 U6 U6 U8 U8 U8 Type SJI Dead Live SJI Dead Live SJI Dead Live SJI Dead Live SJI Dead Live 367.750 in Design length 14813 # Minimum Shear 3826 in4 Ix L/ 819 Live Defl 1.000 in Chord gap 31.875 in Left End 73541 # SJI reaction 0 in4 Minimum Ix L/ 454 SJI Defl 0.391 in Camber 42.937 in Right End 46959 # SJI reaction Job #6N01790 - SI Customer Valley Joist West , Page 18 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLQOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G9 1 - 32G5N20.0/10.9 x 30'11.750 Special Crimped angle Parallel chord Girder Top Chord: 2-LL5x5x.500 Ix= 22.501 Center: L = 44.000 Chord shear: V = 50902 A = 9.500 Iy= 58.042 P =-229804 C = 205199 Y = 1.434 Fy = 50000 Rx = 1.539 Ry = 2.472 Paz=-238883 M = 0 fv = 10180 fc = 21600 Q = 1.000 Rz = 0.983 No Fillers f = 14842 Bearing seatsj^ Tag End LLV5x3 . Opposite End LLV5x3 . Bot Chord: 2-LL5X5X.438 A = Center: Chord shear: Location UO Ul U2 U2 U4 U4 U6 D6 U7 US US U9 U10 -LI -LI -LI -L3 -L3 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 Web W2L VI W3L W4L WSL W6L W6R W5R V2 W4R W3R V3 W2R Slope 57.63 25.85 55.15 41.73 41.73 37.04 37.04 58.73 0.00 58.73 55.15 6.00 57.63 Ix= 20.061 L = 48.000 V = 73415 Length in 54.46 32.40 51.02 39.06 39.06 36.52 36.52 56.16 29.15 56.16 51.02 29.31 54.46 ly= P = T = 5x.5 Weld 9 5x.5 Weld 6 8.376 Y = .77" .19" 1.412 Fy - 50000 50.675 Rx = 1.548 Ry = 2.460 232355 Pa = 251289 177916 fv = 16762 ft = 21240 Tensile Compressive Area Member 2-LL3-1/2X.344 2-LL2X2X.156 2-LL3-1/2X.313 2-LL2x2x.l87 2-LL2x2x.2SO 2-LL1-3/4X.143 1-LL2X2X.163 2-LL3X3X.219 1-LL1-1/2X.109 2-LL2x2x.232 2-LL3x3x.313 1-LL1-1/4X.109 2-LL3x3x.281 4 1 4 1 1 0 0 2 0 1 3 0 3 in2 .579 .199 .186 .426 .875 .960 .625 .532 .315 .748 .560 .261 .214 1 0 1 0 0 0 0 0 0. 0, 0 0 0 R in .078x . 622x .082x .617x .609x .543x .395Z . 935X ,297z . 611X . 922x .247Z . 926x Shear Ibs 73415 0 12725 30831 7690 3703 14813 6615 0 26590 11680 0 46834 Force Ibs 137142 0 22271 41310 10304 4639 18557 12742 0 51221 20442 0 87488 Allow Ibs 137380 35980 125582 42782 56250 28803 18763 75962 9454 52451 106802 7819 96422 Shear Ibs 18354 23400 50902 7708 30760 14813 3703 26459 3684 6647 46720 1470 11709 Force Ibs 34286 26002 89086 10328 41216 18557 4639 50969 3684 12805 81768 1478 21872 Allow Ibs 118029 27234 102577 31589 41242 19885 10062 53252 4623 28904 83637 2753 79721 Q = 0.979 Rz = 0.986 f = 19843 Weld Available Thick x Weld (in) Length Top/Bottm . 34x13. 4M 14.4/14.4 .16x5.6 10.8/10.8 .31X9.6M 14.0/14.0 .19x7.4 11.9/11.9 .19x7.4 11.9/11.9 .14x4.4 11.4/11.4 .16x3.8 4.3/ 4.6 .19x9.1 15.3/15.3 .11x1.1 3.5/ 3.5 .19x9.2 15.8/15.8 .31x8.8M 14.3/14.3 .11x0.5 3.3/ 3.3 . 28x10. 5M 14.9/14.9 Job #6N01790 - SI Customer: Valley Joist West Page 19 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Coiranents: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G10 1 - 32G4N43.0/22.5 X Parallel chord Girder 28' 7.750 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 0' 2.000 2 0' 2.000 Pitch EP/#1L 82.875 82.875 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads:Load 43000 20500 22500 43000 20500 22500 43000 20500 22500 Spacing 6'10-7/S01 nu 01 nu 7 ' R/ -3 01 nu 01 nu 7 1 CD 0 1 r\u 0* nu 6'10-7/S Location 6'10-7/8 6'10-7/8 6'10-7/8 14 '3-7/8 14'3-7/8 14 '3-7/8 21-8-7/8 21'8-7/8 21'8-7/8 Point U2 U2 U2 U4 U4 U4 U6 U6 U6 Type SJI Dead Live SJI Dead Live SJI Dead Live NO TC HOLES 32.000 in Deep 29.154 in Effective Depth 22.000 in Clear Depth 7214875 in-#Moment 89.000 in Interior Panel 4 Web Vees 339.750 in Design length 16125 # Minimum Shear 3826 in4 Ix L/ 884 Live Defl 1.000 in Chord gap 39.437 in Left End 65500 # SJI reaction 0 in4 Minimum Ix L/ 458 SJI Defl 0.334 in Camber 39.437 in Right End 65500 # SJI reaction Top Chord: 2-LL5x5x.500 Ix= 22.501 Center: L = 44.500 Chord shear: V = 65262 A = 9.500 Iy= 58.042 P =-214457 C = 214457 Y = 1.434 Rx = 1.539 Paz=-238167 fv = 13052 Bearing seats: Tag End LLV5x3.5x.5 Weld 8.69" Opposite End LLV5x3.5x.5 .Weld 8.69" Bot Chord: 2-LL5x5x.438 Ix= 20.061 Center: L = 89.000 Chord shear: V = 65365 A = 8.376 Iy= 50.675 P = 247474 T = 181040 Fy Ry M fc 50000 2.472 0 22574 Y = RX = Pa = fv = 1.412 1.548 251289 . 14923 Fy = Ry = ft = 50000 2.460 21613 Q = 1.000 Rz = 0.983 No Fillers f = 17256 Q = 0.979 Rz = 0.986 f = 18425 Job #6N01790 - SI Customer: Valley Joist West Page 20 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G10 1 - 32G4N43.0/22.5 x 28' 7.750 Special Crimped angle Parallel chord Girder Tensile Compressive Length . Location UO Ul U2 U2 U3 U4 -LI -LI -LI -L3 -L3 -L3 Web W2 VI W3 W4 V2 W5 Slope 57.63 12.69 50.11 56.77 0.00 56.77 in 54. 29. 45. 53. 29. 53. 46 88 46 20 15 20 Member 2-LL3-1/2X.313 1-LL1-1/4X.109 2-LL3-1/2X.313 2-LL2X2X.176 1-LL1-1/2X.109 2-LL2-1/2X.212 Area in2 4.186 '0.261 4.186 1.346 0.315 2.030 1. 0. 1. 0, 0, 0, R in . 082x .247z , 082x . 619x .297z . 775x Shear Ibs 65365 0 16315 22131 0 5500 Force Ibs 122103 0 25438 40384 0 10036 Allow Ibs 12S582 7819 125582 40381 9454 60903 Shear Ibs 16341 2012 65262 5533 4289 22000 Force Ibs 30526 2063 101754 10096 4289 40145 Allow Ibs 106693 2649 105680 23722 4623 42004 Weld Available Thick x Weld (in) Length Top/Bottm .31x13.1M 14.5/14.5 .11x0.6 3.2/ 3.3 .31x10.9M 13.1/13.1 .18x7.7 15.1/15.1 .11x1.3 3.5/ 3.5 .19x7.2 14.9/14.9 Job #6N01790 - SI Customer Valley Joist West Page 21 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Gil 1 - 32G4N43.0/22.5 X Parallel chord Girder 32' 1.750 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Holes Top Chord Ext Y Y BCX Holdback Pitch 2 2 0' 0' 2.000 2.000 EP/#1L .93.375 101.87 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points, TC cone loads: Load 43000 20500 22500 43000 20500 22500 43000 20500 22500 NO TC HOLES 32.000 in Deep 29.087 in Effective Depth 22.000 in Clear Depth 8304974 in-#Moment 47.625 in Interior Panel 8 Web Vees Spacing 7'9-3/8 0 ' 0 O'O Location Point Type 0 7'9-3/8 V'9-3/8 7'9-3/8 15'8-5/8 15 '8-5/8 15'8-5/8 23 '7-7/8 23 '7-7/8 23 '7-7/8 U4 U4 U4 U8 U8 U8 U12 U12 U12 SJI Dead Live SJI Dead Live SJI Dead Live 0 ' 0 O'O 8'5-7/8 381.750 in Design length 16125 # Minimum Shear 4489 in4 Ix L/ 802 Live Defl 1.000 in Chord gap 21.344 in Left End 66936 # SJI reaction 0 in4 Minimum Ix L/ 416 SJI Defl 0.422 in Camber 23.469 in Right End 64064 # SJI reaction Top Chord: 2-LL5x5x.625 Ix= 27.156 Center: L = 23.812 Chord shear: V = 66819 A = 11.719 Iy= 73.059 P =-269067 C = 156141 Y = 1.479 Rx = 1.522 Paz=-326049 fv = 10691 Bearing seats; Tag End LLV5x3.5x.5 Weld 7.10" Opposite End LLV5x3.5x.5 Weld 6.80" Bot Chord: 2-LL5x5x.500 Ix= 22.501 Center: L = 47.625 Chord shear: V = 66831 A = 9.500 Iy= 58.042 P = 285526 T = 102658 Fy Ry M fc 50000 2.497 0 13324 Y = Rx = Pa = fv = 1.434 1.539 285000 13366 Fy = Ry = ft = 50000 2.472 10806 Q = 1.000 Rz = 0.978 No Fillers f = 12597 Q = 1.000 Rz = 0.983 f = 14417 Job #6N01790 - SI Customer: Valley Joist West Page 22 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLoOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Gil 1 - 32G4N43.0/22.5 x 32' 1.750 Special Crimped angle Parallel chord Girder Location UO Ul 02 U2 U3 U4' U4 US U6 US U7 US U8 U9 U10 U10 Ull U12 U12 U13 U14 U14 U15 U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L15 -L15 Web W2 VI W3 W4L V2 W5L W6L V2 W7L W8L V3 W9L W9R V3 W8R W7R V3 W6R W5R V2 W4R W3 V4 W2 Slope 53.98 32.68 9.15 38.75 0.00 38.75 39.31 0.00 39.31 39.31 0.00 39.31 39.31 0.00 39.31 39.31 0.00 39.31 41.21 0.00 41.21 17.08 29.61 53.98 Length in 49.46 34.56 29.46 37.30 29.09 37.30 37.59 29.09 37.59 37.59 29.09 37.59 37.59 29.09 37.59 37.59 29.09 37.59 38.66 29.09 38.66 30.43 33.46 49.46 Area Member 2-LL3-1/2X.313 1-LL1-1/4X.109 2-LL3X3X.250 2-LL3x3x.281 1-LL1-1/2X.109 2-LL3X3X.313 2-LL1-3/4X.156 1-LL1-1/2X.109 2-LL2X2X.187 2-LL1-3/4X.156 1-LL1-1/2X.125 2-LL2X2X.187 2-LL2X2X.163 1-LL1-1/2X.125 - 1-LL2X2X.250 2-LL2X2X.163 1-LL1-1/2X.125 1-LL2X2X.250 2-LL3X3X.313 1-LL1-1/2X.109 2-LL3X3X.250 2-LL3X3X.250 1-LL1-1/4X.109 2-LL3-1/2X.313 4 0 2 3 0 3 1 0 1 1 0 1 1 0 0 1 0 0 3 0 2 2 0 4 in2 .186 .261 .875 .214 .315 .560 .043 .315 .426 .043 .359 .426 .251 .359 .938 .251 .359 .938 .560 .315 .875 .875 .261 .186 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0. 0, 0, 0. 0. 0. 0. 0. 1. R in . 082x .247z . 930x . 926x .297z . 922x .541x .297z . 617x .541X .296z . 617X . 621x .296z ,391z . 62 Ix .296z .391z . 922X ,297z .930X ,930x 247z 082X Shear Ibs 66831 0 16705 66758 0 16674 23634 0 5893 23510 0 5862 5138 0 20615 5169 0 20740 15951 0 63869 15984 0 63959 Tensile Force Ibs 113637 0. 16920 85599 0 21380 30544 0 7616 30383 0 7576 6640 0 26642 6681 0 26804 21201 0 84893 16721 0 108753 Corapressive Allow Ibs 125582 7819 86250 96422 9454 106802 31300 9454 42782 31300 10781 42782 37526 10781 28125 37526 10781 28125 106802 9454 86250 86250 7819 125582 Shear Ibs 16708 1547 66819 16689 3123 66697 5909 4574 23572 5877 5334 23447 20553 5381 5154 20677 4717 5185 63802 3268 15967 63936 1529 15990 Force Ibs 28409 1838 67681 21400 3123 85520 7636 4574 30464 7596 5334 30303 26562 5381 6661 26723 4717 6701 84804 3268 21223 66886 1759 27188 Allow Ibs 108776 1981 74640 82902 4637 91730 21728 4637 32180 21728 5373 32180 27242 5373 14620 27242 5373 14620 90979 4637 71065 74284 2114 108776 Weld Available Thick x weld (in) Length Top/Bottm . 31x12. 2M 13.2/13.2 .11x0.6 3.4/ 3.7 .25X9.1M 11.5/11.5 . 28x10. 3M 11.5/11.5 .11x1.0 3.5/ 3.5 .31X9.2M 11.5/11.5 .16x6.6 11.3/11.3 .11x1.4 3.5/ 3.5 .19x5.5 11.3/11.3 .16x6.6 11.3/11.3 .13x1.4 3.5/ 3.5 .19x5.5 11.3/11.3 .16x5.5 11.3/11.3 .13x1.4 3.5/ 3.5 .25X3.6M 4.3/ 4.7 .16x5.5 11.3/11.3 .13x1.3 3.5/ 3.5 .25X3.6M 4.3/ 4.7 .31X9.1M 11.7/11.7 .11x1.0 3.5/ 3.5 . 25x11. 4M 11.7/11.7 .25X9.0M 11.2/11.2 .11x0.5 3.4/ 3.6 . 31x11. 7M 13.2/13.2 Job #6N01790 - SI Customer: Valley Joist West Page 23 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****FLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G12 1 - 32G4N43.0/22.5 x Parallel chord Girder 30' 5.375 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth 6.000 6.000 Slope Holes Y Y Top Chord Ext BCX Holdback 2 0' 1.500 2 0' 2.000 Pitch EP/#1L 73.000 93.375 SJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC cone loads: Load 43000 20500 22500 43000 20500 22500 43000 20500 22500 NO TC HOLES 32.000 in Deep 29.087 in Effective Depth 22.000 in Clear Depth 7428852 in-#Moment 49.750 in Interior Panel 8 Web Vees Spacing 8 8 7 6 ' 1 0 * n\j o "0\j \J •3-1/2 01 nu 01 nw '3-1/2 n ' o\j \J 0 i n\J \J '9-3/8 Location 6'1 6'1 6'1 14 '4-1/2 14 '4-1/2 14'4-l/2 22 '8 22 '8 22 '8 Point U4 U4 U4 U8 U8 U8 U12 U12 U12 Type SJI Dead Live SJI Dead Live SJI Dead Live 361.375 in Design length 16125 # Minimum Shear 4489 in4 Ix 0 in4 Minimum Ix L/ 946 Live Defl L/ 490 SJI Defl 1.000 in Chord gap 0.378 in Camber 16.250 in Left End 21.344 in Right End 69137 # SJI reaction 61863 # SJI reaction Top Chord: 2-LL5x5x.625 Ix= 27.156 Center: L = 24.875 Chord shear: V = 69041 A = 11.719 Iy= 73.059 P =-240117 C = 125118 Y = 1.479 Rx = 1.522 Paz=-324590 fv = 11047 Bearing seats; Tag End LLV5x3.5x.5 Weld 7.34" Opposite End LLV5x3.5x.5 Weld 6.56" Bot Chord: 2-LL5x5x.500 Ix= 22.501 Center: L = 49.750 Chord shear: V = 69041 A = 9.500 Iy= 58.042 P = 255404 T = 81891 Fy Ry M fc 50000 2.497 0 10677 Y = Rx = Pa = fv = 1.434 1.539 285000 13808 Fy = Ry = ft = 50000 2.472 8620 Q = 1.000 Rz = 0.978 No Fillers f = 12269 Q = 1.000 Rz = 0.983 f = 14465 Job #6N01790 - SI Customer: Valley Joist West Page 24 VI.92 By GS 15:29 Entered 12/18/06 Revised 12/28/06 : JD2, INC. #10002 135 W. MISSION AVENUE ESCONDIDO, CA 92025-1714 PHONE: 760/480-1820 FAX: 760/480-1486 CONTACT: GEORGE OOSTERWIJK Project: BILTMORE PACIFICA CARLSBAD, CA 92009 SEQ: 1 TAG COLOR: BLACK *****pLOOR***** **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** Comments: 2001 CBC (92UBC97) **NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT*NO PAINT** G12 1 - 32G4N43.0/22.5 x 30' 5.375 Special Crimped angle Parallel chord Girder Location UO Ul U2 U2 U3 U4 U4 U5 U6 U6 U7 U8 US U9 U10 U10 Ull U12 U12 U13 U14 U14 U1S U16 -LI -LI -LI -L3 -L3 -L3 -L5 -L5 -L5 -L7 -L7 -L7 -L9 -L9 -L9 -Lll -Lll -Lll -L13 -L13 -L13 -L15 -L15 -L15 Web W2L VI W3L W4L V2 W5L W6L V3 W7L W8L V3 W9L W9R V4 W8R W7R V3 W6R W5R V3 W4R W3R V5 W2R Slope 49.87 32.11 0.00 32.11 0.00 32.11 40.54 0.00 40.54 40.54 0.00 40.54 40.54 0.00 40.54 40.54 0.00 40.54 38.75 0.00 38.75 20.18 23.51 49.45 Length in 45.13 34.34 29.09 34.34 29.09 34.34 38.27 29.09 38.27 38.27 29.09 38.27 38.27 29.09 38.27 38.27 29.09 38.27 37.30 29.09 37.30 30.99 31.72 44.74 Area Member 2-LL3X3X.313 1-LL1-1/4X.109 2-LL3X3X.250 2-LL3X3X.250 1-LL1-1/4X.109 2-LL3X3X.281 2-LL2x2x.l56 1-LL1-1/2X.109 2-LL2X2X.200 2-LL2X2X.156 1-LL1-1/2X.109 2-LL2X2X.200 2-LL2x2x.l56 1-LL1-1/2X.125 1-LL2X2X.216 2-LL2X2X.156 1-LL1-1/2X.109 1-LL2X2X.216 2-LL3X3X.281 1-LL1-1/2X.109 2-LL3X3X.250 2-LL3X3X.250 1-LL1-1/4X.109 2-LL3X3X.281 in2 3 0 2 2 0 3 1 0 1 1 0 1 1 0 0 1. 0, 0, 3. 0. 2. 2. 0. 3. .560 .261 .875 .875 .261 .214 .199 .315 .520 .199 .315 .520 .199 .359 .817 .199 .315 .817 .214 ,315 .875 .875 261 214 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0. 0. 0, 0. 0. 0. 0. R in . 922x .247Z .930X . 930x .247z . 926x . 622x .297z .616x . 622x .297z .616x . 622x .2962 .392z .622x .297z .392Z . 926x .297z . 930x ,930x ,247z 926x Shear Ibs 69041 0 17260 68991 0 17235 25871 0 6451 25734 0 6416 4584 0 18404 4618 0 18542 15403 0 61675 15435 0 61769 Tensile Force Ibs 107111 0 17260 81446 0 20347 34042 0 8488 33861 0 8443 6031 0 24216 6077 0 24397 19750 0 79081 16444 0 95020 Compressive Allow Ibs 106802 7819 86250 86250 7819 96422 35980 9454 45600 35980 9454 45600 35980 10781 24520 35980 9454 24520 96422 9454 86250 86250 7819 96422 Shear Ibs 17260 1387 69041 17248 2502 68940 6468 3805 25802 6433 4676 25665 18335 4802 4601 18473 4184 4635 61611 2885 15419 61740 1324 15442 Force Ibs 26778 1638 69041 20362 2502 81387 8510 3805 33951 8465 4676 33770 24126 4802 6054 24307 4184 6099 78999 2885 19770 65776 1444 23755 Allow Ibs 92376 2006 74776 72798 2796 84320 25561 4637 33962 25561 4637 33962 25561 5373 12484 25561 4637 12484 82902 4637 71622 74077 2351 83628 Weld Available Thick x Weld (in) Length Top/Bottm . 31x11. 5M 12.6/12.6 .11x0.5 3.4/ 3.7 .25x9.3M 11.6/11.6 . 25x11. OM 11.2/11.2 .11x0.8 3.3/ 3.3 .28X9.8M 11.2/11.2 .16x7.3 11.5/11.5 .11x1.2 3.5/ 3.5 .19x6.1 11.5/11.5 .16x7.3 11.5/11.5 .11x1.4 3.5/ 3.5 .19x6.0 11.5/11.5 .16x5.2 11.5/11.5 .13x1.3 3.5/ 3.5 .19x4.3 4.4/ 4.7 .16x5.2 11.5/11.5 .11x1.3 3.5/ 3.5 .22X3.8M 4.4/ 4.7 .28x9.5M 11.5/11.5 .11x0.9 3.5/ 3.5 . 25x10. 7M 11.5/11.5 .25x8.9M 11.1/11.1 .11x0.4 3.3/ 3.5 . 28x11. 4M 12.5/12.5