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HomeMy WebLinkAbout1910 PALOMAR POINT WAY; ; PCR05174; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-23-2005 Plan Check Revision Permit No:PCR05174 Building Inspection Request Line (760)602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: 2121203300 Lot #: 0 Applied: 09/08/2005 Valuation: $0.00 Construction Type: NEW Entered By: KG Reference #: Plan Approved: 09/23/2005 Issued: 09/23/2005 Project Title: PALOMAR POINTE BLDGS-A,B,C, lnspeát Area: ROOF TRUSS & FLOOR JOIST Applicant: V Owner: LUSARDI CONSTRUCTION COMPANY - -: IAN IKAI PARTNERS II 1570 LINDA: VISTA DRIVE V.POBpX 495, SAN MARCOS CA 92069 SANTA YNEZ CA 93460 619-744-3133 / / A / V Plan Check Revision Fee / $240.00 Additional Fees .j -.----. cV-'- "-' o.00 C. ... // 'V.," \ (S '' \ Balance Due: $0.00 Total Fees: Total Payments To '$240.00 $240.00 Date: / ', V - _..,,_•,,, ,. V\ - - - '-V.-. / •ç --... - - -. - - _-.' '-' / I ' - , -. -', -', • - . I I ' A ---ç\ / / • I \ ' \.) •.V' - V. • p V.-. V, "V •• .,. V \..VJ4 '-" - V - 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 PC0q61L1L1-_, PERIVUT APPLICATION CITY OF A BUILDING gRTENT 1635 Faraday A~e., Carlibad; CA 8 FOR OFFICE USE O,JLY. - PLAN .CHECK NO. tt2PdI7 y EST. VAL. Plan Ck. Deposit ValidtédBy - - Date T-O _ / J V Iorvpc Address (include Bldg/Suite #) - Business Name (at this address) Legal Description Lot No. Subdivision Name/Number 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 2. CONTACT -P-~Olt(if are IIT Name . ,"Address V City State/Zip - Telephone # -- Fax # __'- b. I , ,- Li I c7 A I i .),&A S Ii fl A fA..J Al7.,. - ( j A , , ('g. A N -.,, I?) e - Address . City V State/Zip - Telephone LA,.n:cAt .iris_AS1o,J 1tLS&.D,.C,*92a _rkos-15ra- /I Name Address City State/Zip Telêphon1 (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 Contract6r'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). LS4st,'i OSTtcr;r)iI_ici frfAZcos_ CA- 92078_(?)7'/J-'3 Name Address IT-70 ND A City State/Zip 'Telephone # State License # L.O _7 2-8 7 V License Class A _!3'_V"s••r DIZ City Business License ii 2_ 2-4-c30O .64—e 64 Designer Name Address, City State/Zip , Tdtephori(' State License # C_-I i., . Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: C3 I have and will maintain a certificate of consent to self-i?isure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of th rk for which this permit is issued. V 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: . /'f,4'r.- , Insurance Company 'L1A) AlFt OJ _e-05 Policy No. 't"_C_if g_ Date 1/0 P (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) C] 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. V WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addi 'on to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE g 7OWNER-BUILDER:DECLARATION . -.: . . . ., -.:-... ..... - ., ,•.V, I hereby affirm that I am exempt from the Contractor's License Law for the following reason: o 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). 0 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). 0 I am exempt under Section Business and Professions Code for this reason: V I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO - I (have / have not) signed an application for a building permit for the proposed work. - - I have contracted with the following person (firm) to provide the proposed construction (include name I address / phone number / contractors license number): I plan to provide portions of the work; but I have hired the following person to coordinate, supervise and provide the najor work (include name / address / phone number / contractors license number): 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): - V - PROPERTY OWNER SIGNATURE DATE V •, V -. V .• V rc—oMPLETE:THIS SECTION ORWON-RESIDE111.77AL BUILDING PERMITS, ONLY - 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? 0 YES 0 NO -" - Is the applicant or future building occupant required to obtain-a permit from the air pollution control district or air quality management district? 0 YES 0. NO Is the facility to be constructed within 1,000 feet of the Outer boundary of a school site? 0 YES 0 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. f8. CONSTRUCTION -LENDINGAGENCY. .V I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME , V LENDER'S ADDRESS tAPPLIC!LCERTIFICATIONV.3 :-.V . :T-'i-.. -.-- -- 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 Cit' 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 VPERMIT. 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 if the building or work authorized by such permit is not commen d within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is comm ed for a period of 180 days (Section 106,44 Uniform Building Code). - APPLICANT'S SIGNATURE bATE' — o .1 WHITE: File - YELLOW: Applicat - PINK: Finance V V - Carlsbad PC04-144 PCRO5 174 September 19, 2005 EsGil_Corporation' In(Partnership with Government for 8ui Wing Safety DATE: September 19, 2005 ' ' ' 0 APPLICANT JURISDICTION: Carlsbad' ' ' , 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: PC04-144PCR05174 SET: I(REV) PROJECT ADDRESS: College Blvd. Lots 4, 5 & 6 PROJECT NAME: Lanikai Management Corporation (3 Bldgs.)/Trusses 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. LI The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed. LI Esgil Corporation staff dud advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted: (by: ) Fax #: Mail. Telephone Fax In Person LII REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation ' El GA E MB fl EJ' 11 PC 9/13 trnsmu.dot PERMIT NUMBER J'I/OS/7V DATE____________ ADDRESS ç _ RESIDENTiAL S. .... . - . . TENANT IMPROVEMENT :SJDENTJALADD[T1ONMINOR. .. .?'[. - .PLAZA.CPMINOREAE.. (<$10,000.00) .. . CARI$BAD COMPANY STORES . VILLAGE FAIRE COMPLETE OFFICE 8UIID1NG. .OTHER ENGINE I3 DATE /as'. Carlsbad Fire Department .1g. Plan Review Requirements Category: PCR, • /1/ Date of Report: 09-12-2005 Reviewed by: Name: LUSARDI CONSTRUCTION COMPANY Address: 1570 LINDA VISTA DRIVE SAN MARCOS, CA 92069 Permit #: PCR05 174 Job Name: PALOMAR POINTE BLDGS-A,B,C, Job Address: iv m . - - •••--•- a TAM Conditions: Cond: C0N0000708 [MET PRO VED)THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON,. CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 09/12/2005 By: gr Action: AP t1L.J=R .VULCRAFT GROUP BRIGHAM CITY DIVISION - JOB NAME:-Palomar Pointe ' VULCRAFLFILE #: W84-05-0056 PROJECT LOcATION: Carlsbad,-CA. CUSTOMER: M.R. Tirnber 'DATE: 07/29/05 REVISION NO.:: DIETAA 3CONSTRUCTION DESIGN CALCULATIONS FOR FINAL USE , - S ' These calculations have been prepared in accordance with the loadings specified on approved Vulcraft dra i $ •1 , .• :.- -• - '- • • -LISTNO. DATE . LIST NO. DATE. 1 07/20/05 2-4 07/21/05 6-7', 07/14/05 * -8-13,07/21/05: - - • - .Gss Engineers- Reviewed as Noted 0 Revise and Resubmit This Review Shall Not Relive The Côntracior 0 •'. From Full Compliance With Th Contract. . * - Tt~ Documents And Applicable codei Date .-3ô By LUSARDI CONSTRUCTION CO.' Oki r SUBMITTAL - :- - OX Lusardi Job #,: 8 , - Sub Submittal # i V Date Js f f IN AW ' - __• X34 POBOX 637 BRIGHAM CITY, UTAH 84302 PHONE • FAX 4 23 5.4424), WWW,NUCOR.Com 8 1.i(1f t/ Fl_L..I__D GIRDER BILL OF MATERIAL BACKSHEET COLOR CODE LIST NUMBER FILE NUMBER VU L C RA FT GROUP JOB PALOMAR POINTE_BLDG_B RED SHEET 1 OF W84-05-0056 7/5/2005 12:14 LOCi CARLSBAD,CALIFORNIA PIECE COUNT PRIMER COLOR REFER TO DRAWING Vuicraft BOM 7.0 . SEQUENCE: RED-DESC: -- . 4 GRAY J-1 mark Oty Designation Overall Length TCXL Typ TCXR Typ Base Length Bottom Chord Ext From DAL BRG Depth Bay Slope HE LE Seat Slope E1 RE Seat Slope HI Depth _Typ IN _Load No. Left No. Right Len I Right Gi 2 32C4N135K 31-103/4 . 31-103/4 01/2 4 71/2 71/2 G2 2 48G5N13.5K 39-111/2 39-111/2 4 . 4 71/2 71/2 M 11 LE TC Skew 'RE IC Skew Left End Bearing Seat Slots Right End Bearing Seat Slots - _Left End Top Chord Holes Right End Top Chord Holes ERG Seat Ext TCX Depth Mart NS I FS NS FS - Location S Size Length Gage Location - S . Size Length Gage SlZti Location • S DBH Gage SIZE Location S DBH Gage Left Right Left Right 41/4 G1 -- .13/16 2 5 - .12 0-13/4 5 ..- 41/4 13/16 2 5. 41/4 13/16 2 5, 12 0-13/4 5 12 0-13/4: 5 '. . - — . . _____---;-- — - ____', -- — . .' ____i t__ 1111111 __ 11111111 11111 " 4 AddSeff_ __ __ Net Uplift Special Camber, Weight FS ff --t _)AKr Mark .04WR_ tgl* &dj)j fA1frqfL- I P-1pr Pkh Right Offset Ridge Loc. _ - 10 I -H A N Space B _ (39r iEngineers t Order Codes - Sym a .' General Notes/Symbol Definitions (51 7-11 '. 2@ 80 7 7113/4 _ •Réviewas 0 2001C.B.C. LIMIT DEFL. TO: LLL/240TLU180 DESIGN FOR 1K ADLOAD B.0 @ G2 7 -113/4 3@ 80 711 Revise ndResubmit ThisReview Sh NotJ(V tCt .11 tiarruts_ttt_Tho9_r,pn_ra . •. . . - . From Full Lom flrrrmntSAfl - .-.-. . T -.-- I --- - DETAILER LUZ R DETAIL CHECKER D.L.A.DATA PROCESSING:' DATA PROCESSING CHECKER ENGINEER SHOP ORDER SHOP ORDER CHECKER CAF - .• '.- —a -__.. - __-.---—- , 'TI U = C3 M FILE NUMBER: W84-05-0056 LIST NUMBER: I Vuicraft BOM 7.0 VULCRAFT GROUP JOB NAME: PALOMAR POINTE-BLDG. B GIRDER LOAD BACKSHEET Top Chord Additional Concentrated Loads— Loads Are In taps - Loads Start At LE Base Length And Are Then located From Previous Load Mark Load Distance Ext Load Distance Ext Load Distance Ext Load Distance Ext Load Distance Ext Gi 2K 15-11 G2 TCXI. Uniform load TCXR Urrifonn Load (op Chord Uniform load Bottom Chord t.tnifonn Load IC Bend. BC Bend. Main Span Drift Load! Load in PIE Mate Span Drift load! load in PIE ME 118 A Start Loc. W Load V Load 0 Tran. Dist TIE A Start Loc. B Load C Load D Tran. Dist Gi G2 Hxed Moment laterst Moment I REOD Left End Top Chord Axial load Right End Top Chord Axial Load M left Right -ti I Right Tq TIC 4.7K 69.0K G2 [.W E Em TIE W GI Em I 69.0K TIC 60K iD1 O5WuiJ__ TCrBC 5 - 5 ) - t ri L.J JOIST BILLOF MATERIAL BACKSHEET FILE NUMBER COLOR CODE LIST NUMBER QUANTITY 2 JOB PALOMAR POTE BLDG B RED SHEET 1 OF 1 W84-05-0056 VU L C RA F GROUP UT 7/5/2005 12:14, LOC: CARLSBAD, CALIFORNIA BRIDGING PIECE COUNT PRIMER COLOR REFER TO DRAWING Vulcraft BOM 7.0; •. SEQUENCE RED DESC . . JOIST TYPE H 1 CLIP • .. 16 GRAY J-1 Mark oty Designation Overall Length . TCXI Typ TCXR Typ Base Length Bottom Chord EA From Bay slope HE LEseat slope RE seat slope EL Depth j Type Loading Ti 1 32 LH 248/128 57 43/4 . 57 -4 3/4' - - 3 , 3 -. 12, 1 32 LH 248/128 57 4 3/4 - - 57-43/4 - 3 3 T3 10 32 LH r248/128. 57 4 3/4.. - - 574 3/4 - 14 3 32 LH 248/128 57 4 1/2 - - 57-41/2 - 4 - 3 3 T5 1 32 LH 248/128 67:4 3/4 - - 57 43/4 - - 3 3 I OSHA CJ I Lb TC Skew I RE TC Skew I Left End Bearing seat Slots I I Right End Bearino Seat Slots I , p - I_-- • -I -- • ____ _____ _-I___ • I_ lull _--•__I---- I_- nluuu E!L1IIKJ1Li1IU_I____ _-_-i--• -I___ ullpl•-__I--.- -I_-- _________-- C .5 ______ Net UØft ' Camber °° I F IC Lyy Distance, BC Lyy Distance ADLOAD , Weight . . . ... - 1.00 F 1.001 T2 . 13 z . 1.00 1, -... 1.0011, 15 . ''- :- -i.00F -, , . , • Remants - . * 'Shp Order Codes Symbols . Geneal Notes/Symbol Definitionsark - 2001CBC 12 +32 PLF @ TC LIMIT DEFL TO LL=L1240 TL=L1180 T3 -, JUL i Z005 21/2 WOOD NAILER W/#14 SCREWS - CONSTRUCTOP DESIGN FOR 1KADLOAD @ B C E +17PLF@TC - •- " . • _________ ___________ .. - ENGINEER DETAILER LUZ R DETAIL CHECKER D LA DATA PROCESSING DATA PROCESSING CHECKER SHOP ORDER SHOP ORDER CHECKER CAF L - 1 - ., " -'MU1=C3M FILE NUMBER: W84-05-0056 LIST NUMBER: 2 Vulcraft BOM 7.0 JOB NAME: PALOMAR POINTE-BLDG. B VULCRAFT GROUP JOIST LOAD BACKSHEET Top Chord Additional Concentrated Loads -Loads AreInKips -Loads Start At LEBase Length And Are ThenLocatedFrom Previous Load mark Load Distance Ext Load Distance Ext Load Distance Ext Load Distance Ext Load Distance Ext Ti .3K 55-111/4 12 T3 T4 15 - Bottom Churn Additineai Cnnvnntrotndtnndn - n,dn A,n In kinn - I nndn Ind At I tt Rono I onoth And A. Tiron I ofod rrn.n Pronon.n I nnd Ti 12 13 14 T5 I.._.._Main Span Drift Load in PIF TCBend. I BC Bend 1 r'rIM Qrr, ci. Main Span Drift Load / Load In PLF '13' Load •C_Load D_Tran.Dist TC-BC — g i I ilfmm~ilomlm~ I ___ lmmmmmm~mm IIIIL1 ilt1ilI1 I MARK PIPE • PIPE • . PIPE • PIPE PIPE PIPE NUMBER LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION TI I 5-9 11-6 11-6 11-6 11-6 4-21/2: I T2 ri U = FILE NUMBER: . W84-05-0056 . Vuicraft QM 7.0 VULCRAFT GROUP Job NAME: PALOMAR POINTE-BLDG. B THIS PAGE GOES WITH LIST NUMBER: 2 SHEET: . _1 OF 1 ESFRBACKSHEET LOCATION FROM BASE LENGTH LEFT END /_TOP OF JOIST 6 71 I 211210 I T4 - 11-6 1 11-6 I 11-6 . 11-6 I r------J Overafi Length. TI. Typ TXR Typ Base Length Bottom Chord tFromOAI. RGO Thaysiope HE LE Seat Slope HI. RE Seat Siope HI. Oty pth Type Loading No Left No Right Left Right T6 1 32 LH 248/128 57-43/4- 57,43/4 3 3 T7 1 36 LH 248/128 52 7 3/4 1 - — 52 6 3/4 — 3 3 18 .,1 36 LH 248/128 60-7.3/4 ' 1 - - 60-63/4, —-3 3 - - T9 .2 36LH248/128 61-43/4. '- - 61-43/4 — - . 3.3 110 2 36 LH 248/128 62-101/4 11 - 61 111/4 — — 21/2 3 3 OSHACJ • I LETCSIcew I RETCSkew Left End Bearing Seat Slots • Right End Bearing Seat Slots .BP Bridging Clip , LE Seat Pitch N I RE Seat Pitch BRG Seat Eot - - TCXDepIh TC Lyy Distace BC Lyy Distance ADLOAD 1.00I 1.00K - 1.00K .1.001< . HOOK Pitched Joists Depth Left. Depth Right Pitch Left PType Pitch Right Offset Ridge Inc.. - •:- . - . - .•/.. * 43 JOIST : BILL OF MATERIAL BACKSHEET COLOR CODE LIST NUMBER FILE NUMBER I. QUANTITY 3 VUL.CRAF-TGROLJP JOB: _____PALOMARPOiNTE-BLDG.B RED SHEET 1OF;1 W84-05-0056 BTF 7/5/2005 i2:14',`LOC: CARLSBAD, CALIFORNIA BRIDGING PIECE COUNT PRIMER COLOR REFER TO DRAWING ' -Vuicraft BOM 7.0 . .. . CLIP - • -. .SEQUENCE:.RED_.DESC: - JOIST TYPE: I . ] - 7 - GRAY -. 'j-i * r -__'_-- • I -I_-- __I-----__I_-- • I--__• .--__ u__i:ii ______i - I___ ______I______ • _-.I---__ • -I---__•_I -- ______I If*I • _________________ • I--- __ -I - _I__ Type Space Left Right Left Right - • - -: -L' - -- t - re X 5 4 61,.*- .TV,1'an j * - ..-, • DETAILER:- LUZ ft DETAIL CHECKER:D.L.A. DATA PROCESSING:- DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER:_ . SHOP ORDER CHECKER: CAF: - .5. •• . . .j- . - 4 ri UFILE NUMBER: W84-05-0056 LIST NUMBER: 3 Vulcraft BOM 7.0 4* JOB NAME: PALOMAR POINTE-BLDG. B VULCRAFT GROUP JOIST LOAD BACKSHEET TopChord Additional Concentrated Loads -Loads AreInKips -Loads Start At LB Base Length And Are ThenLocatedFromPreviousLoad Mark Load Distance Ext I Load Distance Ext Load Distance Ext Load Distance i1 Load Distance Ext 16 17 ±1.4K 4-0 18 ±1.4K 4-0 T9 ±1.41K 4-0 ±1.4K 4.6 T10 - Bottom Chord Additional Concantratad Leads - Inds Am In (ins - loads filmS Al tP Rasa teAM Are Then Located From Previous Lund 16 17 18 19 110 TCXL Uniform TCXR Uniform Bottom Chord Main Span Drift load! Load In PLF Main Span Drift Load! Load In PLF - Mat Load Load Uniform Load TCttend. BC Bend. T78 ASlmtLoc. Jad Cjoad. ...D.Tran.Disl, T1S •AS tan Loc. BLoad 'C" Load DTran.Dist TCBC 16 - FOW 17 - ----JL052005 I T10 I Fixed Moment I Lateral Moment I REOD Left End Top Chord Axial Load Right End Top Chord Axial Load Method of Axial Transfer Knife P1 Wood NB Avg Screw Space Mat Left Right I v tW Right 178 W E Em Tiä w T Em 17tt Left End It Yiä Right End if 1r 1T 16 TIC 8.0K 1( ¶0K ( TIE PLATE ( SHOES 3.5 0.0 24.0 OC 17 TIC 10.0K IC 80K ( SHOES I( TIE PLATE 0.0 3.5 24.0 OC 18 TC 10.0K ____ 1(8.0K ____ ( SHOES 1( TIE PLATE 0.0 3.5 24.0 OC 19 TIC 10.0K IC 8.0K ( SHOES — IC TIEPLATE 0.0 3.5 24.0 OC T10 .1Tq 10.0K ______ rc 8.0K ______ SHOES TIC TIEPLATE 0.0 1 3.5 24.0 OC I' I ri U FILE NUMBER W84-05-0056 VULCRAFT GROUP JOB NAME: PALOr4AR POINTE-BLDG. B THIS PAGE GOES WITH LIST NUMBER: 3 SHEET: 1 OF ESFRBACKSHEET LOCATION FROM BASE LENGTHLEFT END ,/_'TOP OF JOIST 7 . Vuicraft BOM 7.0 MARK PIPE PIPE PIPE PIPE PIPE PIPE NUMBER LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION 1; -- I- - JUL 05 2005 [cONSTRUCTLOJ - JOIST BILL OF MATERIAL BACKSHEET CC VU L C RA FT G R 0 U P JOB PALOMAR POINTE BLDG B . 7/5/200512:f4 - LOC:- CARLSBAD, CALIFORNIA BRIDGING PIE Vulcraft BOM 7.0 ' ...•'.- . . . - CLIP SEQUENCE RED DESC J_ JOIST TYPE . I - 4•. -- S 4 .OR CODE LIST NUMBER FILE NUMBER 4 .• ,.. RED SHEET 1 OF - 1 084O5-0056 FF 'E COUNT . PRIMER COLOR. REFER TO DRAWING 11 GRAY. - J-1 •- Mark Qly 1 Designation Overall Length TCXL Typ TCXR .. T Length - Bottom Chord Ext From DAL - BRGDepth Bay Slope HE LE Seat Slope Right HL RE Seat Slope HL Depth I Type l . Loading No Left No Right left 'T1 1 2 3. 248/128 - 62 62 103/4 11 61 113/4 3 3 112 6 36 LH 248/128 61 '4 3/4 ,. 61 43/4 3 3 113:! 1 .- 36 LH 248/128 - 6141/4 - - 21/2 3 3 T14 1. 36- LH248/128. 6043/4 - 1 - - -' 60-63/4 '. .. 3 3 5273/4 f 5263/4 ..i... CIIU 04011115044404404 - I .. I _-ilUl ___-- i___ _____ _____ _____ • ___ I_- _•- iI • —. 'TCLyyDista?ice BC1yDistance 'ADLOAO 4 .... - i:oo - . 1.00.14 1.00 II 1.06 113 11.4WsAAIAL 1j4-U DUE IOKICKER - - . - DETAILER: LUZ R. DETAIL CHECKER:D.L.A. DATA PROCESSING: . DATA PROCESSING CHECKER: ENGINEER SHOP ORDER: SHOP ORDER CHECKER: - CAF: - 116 r_._4.. . ._ i FILE NUMBER: W84-05-0056 LIST NUMBER: 4 Vulcraft BOM 7.0 JOB NAME: PALOMAR POINTE-BLDG. B VULCRAFT GROUP JOIST LOAD BACKSHEET TopChord MdaionaiConcenated Loads -Loads AreInKips -.Loads Start At LIE Base Lenoth And Are Then Located From PreviousLoad Mark Load Distance Ext Load Distance Ext Load Distance Ext Load Distance Ext Load Distance Ext Til ±1.4K 4-6 T12 ±1.4K 4-0 113 ±1.4K 4-0 T14 ±1.4K 4-0 115 ±1.4K 4-0 Rt$m rnnnl uactinnI r nfrviink I n,k Am In kinn - I n,,k Inrf At IF Rnvn I ntiAn,I Am Thnn t nm,tnd Fmnm Prnninnv I 1,54 —1 111 112 T13 114 T15 TCXL Uvifoim TCXR Uniform Bottom Chord Main Span Drift Load! Load inPIP Main Span Drift Load ! Load in PLF IC Bend. BC Bend. - TCnBC Mal, Load Load Unifornn Load I/B A Start Loc. B Load t_CLoad •tYTran.Dist A Start Loc. BLoad CLoad •DTranOist 111 112 - IF ul H 113 - I_I]t_A 5 _ uuLu ___ 114 - T15 L~Topi&WdAyjal Load rHl kJ'k puLl - I_Til I_112 . 1•7 10-4 10-4 10-4 10-4 , 10-4 T13 4,-7 10-4 10-4' 10-4' ,' 10-4 10-4 I_T14 . 3-9 10-4 10-4 10-4 10-4 10-4 10-4 10-4 T15 _O-i' 10-4'. .10-4 4 5-2 10-4 10-4 10-4 10-4 10-4 - ' , JUL 052005 S •, , ri 1._i D ,FILE NUMBER: W84-05-0056 . Vuicraft BOM 7.0 VULCRAFT GROUP JOB NAME: PALOMAR POINTE-BLDG. B THIS PAGE GOES WITH LIST NUMBER: '4 SHEET: I OF I ESFRBACKSHEET•'. ' LOCATION FROM BASE LENGTH LEFT END / TOP OF JOIST 21/2 I 0 MARK - 'IPE PIPE PIPE PIPE " PIPE PIPE NUMBER LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION " '(a - - -. •- - - - ru LI = DR BRIDGING BILL OF MATERIAL COLOR CODE LIST NUMBER FILE NUMBER VU L C RA FT GROU P JOB PALOMAR POINTE BLDG B RED SI-IT 1 OF W84-05-0056 BOLT BTF 7/5/2005 12 14 LOC CARLSBAD CALIFORNIA . SIZE PIECE COUNT PRIMER COLOR REFER TO DRAWING Vulcraft BOM 7.0' -SEQUENCE:.*RED DESC 106 GRAY J 1 Mart Oty Descnpbon Size Length A B C 6 BomOf To Of p - -- - Space Elevabon Delta ------. Me -ltem#1 - - - - Itein#21. A B Length Symbols Item #1 Like — -Bc- - CL U13-12 cLIp 36LH 32G U13-2 2 36LH 48G JB-4 102 1 1111111 __ 0 201 -5____-I ± -'---.----- -f ----- - - - Remarks ___-- ___- __-'- - -_ .-' _General Notes/Symbol Definitions ___-- DETAILER LUZR DETAIL CHECKER D.L.A. DATA PROCESSING SHOP ORDER CHECKER DATA PROCESSING CHECKER SHOP ORDER ri LJ D GIRDER BILL OF MATERIAL BACKSHEET QUANTITY VU L C RA FT GROUP JOB: PALOMAR POINTE-BLDG. C LJ 7/5/2005 12:39 LOC: CARLSBAD, CALIFORNIA Vulcraft BOM 7.0 SEQUENCE: RED DESC: COLOR CODE WHITE LIST NUMBER 6 SHEET 1 OF 1 FILE NUMBER W84-05-0056 PIECE COUNT 7 Ex From DAL C PRIMER COLOR GRAY Depth Right Bay Slope HE REFER TO DRAWING J-2 LE Seat Slope HL RE Seat Slope HI. Designation Length TCXL Typ TCXR BottomOverall Typ Base Length Bottom Chord - Depth T Ro. Left No. I Right Left I G10 1 48 G 6 N 12.5 K 47-43/4 47-43/4 01/2 4 71/2 71/2 1 1 Gil 2 32 G 4 N 12.5 K 31-111/2 - - 31-111/2 - 4 - 4 71/2 71/2 - 0 G12 2 48 G 6 N 12.5 K 47-111/2 - - 47-11 1/2 - 4 - 4 71/2 71/2 PG13 1 48 G 6 N 12.5 K 48-31/4 - 31/2 F 47-113/4 4 - 71/2 71/2 71/2 G14 1 32 G 4 N 12.5 KI 31-81/4 - 31-81/4 0 1/2 4 71/2 71/2 LE IC Skew RE TC Skew - Left End Bearing Seat Slots Right End Bearing Seat Slots - Left End Top Chord Holes - Right End Top Ch oro Holes BRG Seat Ext TCX Depth Mark NS FS NS FS Location S Size I Length I Gage Location SI Size Length Gage SIZE Location S DBH Gage SIZE Location S DEN Gage Left Right Left Right G10 - ________ - - - 1/4 13/16 - 2 5 - - - 12 0-13/4 - - 5 Gil - 41/4 - 13/16 2 5 41/4 - 13/16 2 5 12 0-13/4 - 5 12 0-13/4 - - 5 G12 41/4 13/16 2 5 - 41/4 13/16 2 5 12 0-13/4 - 5 12 0-13/4 - 5 G13 - 41/4 13/16 2 5 - 8 13/16 2 5 12 0-13/4 - 5 12 0-31/2 N 4 5 G14 - 2 1/2 13/16 2 5 - 4 1/4 13/16 2 5 - - - 12 0 1 3/4 - 5 Net Uplift Special Camber AdSeftJFS Weight f TCLyy Distance BC Lyy Distance ADLOAD = = - - Pricks Joist Girders - - Mat G10 Depth Left Depth Right Pitch Left P.Type Pitch Right Offset Ridge Loc. 1.00 K G11 1.00 K G12 1.00 K ___ EG1 1.00 K I UL 52 5 -__ 1.00K.__ A N Space B Remarks Shop Order Codes Symbols General Notes/Symbol Definitions Gi0 7-5 4_@ 8-0 7-113/4 2001 C.B.C. LIMIT DEFL. TO: LL4J240, TLU180 DESIGN FOR 1KADLOAD @ B.C. Gil 7-11 3/4 2 @ 8-0 7-113/4 G12 7-11 3/4 4 @ 8-0 7-11 3/4 G13 7-113/4 4 @ 8-0 8-0 G14 7-81/2 2 @ 8-0 7-113/4 DETAILER: LUZ R. DETAIL CHECKER: DATA PROCESSING: ______ DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: SHOP ORDER CHECKER: CAF: E F`l U=13M FILE NUMBER: W84-05-0056 LIST NUMBER: 6 Vulcraft BOM 7.0 VULCRAFT GROUP JOB NAME: PALOMAR POINTE-BLDG. C GIRDER LOAD BACKSHEET Top Chord Additional Concentrated Loads— Loads Are In Kips - Loads Start At LE Base Length And Are Theo Located From Previous Load Mark Load Distance i Load Distance Ext Load Distance Ext Load Distance Ext Load Distance Ext G10 1.8K 15-5 Gil G12 1.8K 31-113/4 G13 G14 2.8K 15-81/2 TCXL Urdbm Load TCXR Uniform Load Top Cho Uniform Load Bottom Chord Uniform Load I Main Span Drift Load! Load in PLF I I I Main I Span Drift Load! Load in PIP TC Bend. BC Bend. IM flä A Start Inc. B Load V Load D Tray. Dist fiI A Start Loc. 8 Load C Load D Iran. Dist G1O Gil _ -FOR j] G12 I G13 - _____ JUL05 _____ 2u5 G14 I —QO%_ - .. I iIsii UN I F1IIU t1-IIL1 MM UN ___ . FII1 t1'ILi U I I I r;x.I I I UN I U U TCBC ri UDR GIRDER BILL OF MATERIAL BACKSHEET QUANTITY VU L CRA FT GROUP JOB: PALOMAR POINTE-BLDG. C 7/5/2005 12:39 LOC: CARLSBAD,CALIFORNIA Vuicraft BOM 7.0 SEQUENCE: RED DESC: mart Oty — Designation Depth I_ Typ IN_I_Load Overall Length TCXL Typ TCXR Typ Base Length - Bottom Chord W07 Len COLOR CODE WHITE LIST NUMBER 7 SHEET 1 OF 1 FILE NUMBER W84-05-0056 PIECE COUNT 1 PRIMER COLOR GRAY REFER TO DRAWING J-2 ° AL BRG Depth Right Bay Slope HE LE Se lope El RE Seat Slope Hi. NO. Right ft G15 1 20G3N10.5K 21-63/4 21/2 F 21-41/4 4 01/2 71/2 71/2 LE TC Skew RE TC Skew Left End Bearing Seat Slots Right End Bearing Seal Slots Left End Top Chord Holes Right End Top Chore Holes BRG Seal Ext TCX Depth Mart NS FS NS FS Location S Size I Length I Gage Location S Size Length Gage SIZE Location S DBH Gage SIZE Location S DBH Gage Left Right Left Right G15 40F - 41/4 13/1625 12 0-13/4 5 Net lJpft Special Camber Add ett Weight FS TC Lyy Distance BC Lyy Distance AOLOAD - - - - - - - - 0 Pitched Joi Girders Marl, _ Depth Left Depth Right Pitch Left P.Type Pitch Right Offset Ridge Inc. G15 lOOK - - - B JUL A N Space - Remarks Shop Order Codes Symbols - General Notes/Symbol Definitions Mark G15 7-113/4 1@ 8-0 5-41/2 SKEW BC 40 DEGREES NEAR SIDE @ RE. 2001 C.B.C. LIMIT DEFL. TO: LL=L1240, TL=L1180 DESIGN FOR 1KADLOAD @ B.C. DETAILER: LUZ R. DETAIL CHECKER: DATA PROCESSING: ______ DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: SHOP ORDER CHECKER: CAF: E "UMMM FILE NUMBER: W84-05-0056 LIST NUMBER: 7 Vulcraft BOM 7.0 VULCRAFT GROUP JOB NAME: PALOMAR POINTE-BLDG. C GIRDER LOAD BACKSHEET Top Chord Addulionat Concentrated Loads— Loads Are In Kips Loads Start At LE Base Length And Are Then Located From Previous LoadMark Load Distance !1 Load Distance Ext Load Distance Ext Load Distance Ext Load Distance Ext G15 ±1.4K 15-113/4 - Bottom Chord Addilional Concentrated Loads— Loads Are In Kips - Loads Start At LE Base Length And Are Then Located From Previous Load Mark Load DistanceExt Load Distance Ext Load Distance !I Load Distance I Ext Load Distance EA G15 —j Main Uniform TCXRUnifofm lop Chord Uniiom,T Bottom Chord I. Mat J Load Load Load Unifnrm Load TC Bend. -; ;;-• 1/B I A Start Loc. Span Drift Load Load in PLF Main Span Drift Load / Load in PIF B Load C Load 0 Tran. Dist rIB I •A Start Loc. 6 Load 1 C Load D Iran. Dist (4 .111 I JUL 0 52005 t'd.O C il th. 11 -- I - Fixed Moment Lateral Moment t REOD Left End Top Chord Axial Load Right End Top Chord Axial Load Method of Axial Transfer Knife PL TCBC Left Right W/1 Left t mi W E Em t7B I w E Em TuB Left End Detail i7II Right End Detail t RE - G15 II 69.0 K ______ 4.7K ______ rc KNIFE TIC SHOES -- ______ ______I___ ----- I! Space I E -_L Right Left Right . 14 : p - ...•- .-......., .. •" -. .- .; ,-,............. ..; - • I • • ,. ri ii D R JOIST B I L L OF MATERIAL BACKSNEET FILE NUMBER COLOR CODE LIST NUMBER QUANTITY 8 JOB: PALOMAR POINTE-BLDG WHITE SHEET 1 OF. 1 W84050056 VULCRAFT.- GROUP 7/5/2005 12:39 LOC CARLSBAD CALIFORNIA BRIDGING PIECE COUNT PRIMER COLOR REFER TO DRAWING Vulcraft BOM 7.0 - .. . - . . . CLiP. SEQUENCE RED DESC JOIST TYPE I -I 42 GRAY J-2 - -malt . Oty Overall Length TCXL ' lyp TCXR - Typ Base Length. Bottom Chord Ext From DAL BRG Depth BØ Slope, HE LE Seat Slope HI. RE Seat Slope EL No Left No Right Left I Right 120 1 Depth I Type I Loading 32 LH 248/128 55 4 3/4 .- 55-43/4 3 3 121 2 32 LH 248/128 55 -43/4. - - 55 4 3/4' - - 3 3 122 24 '.1 32 LH 248/128 55 43/4 - - 55 4 3/4 , - 3 3 - - - 123 6 32 LH 248/128.55-41/4 - - 4 1/4 - 4 - 3 3 124 9. 32 LH 248/128 '55-43/4 - :E5 4 3/4 - 3 3 - •OSHACJ I LETCSkew LRETCSkew , . Left End Bearing Seat Slots I -' RightEndBeadngSeatStots. I BP Bridging!_ N I LE Seat Pitch IN I RE Seat Pitch .JCX !___ I I Net Uplift CamberWeight I AddSetl FS TCL'Ditance I ttCLypDistance I P.DLOAD I - . * .. 1 . Pitched Joists DepthLeft Depth Right Pitch Left Te Pitch Right Offset Ridge Loc. 120 - 100 K - -- 121 lOOK 122 lOOK J(IL 0 005 123 t00 RV T24 - . . . 1.00 K ,-: - Remasks . vShop Order Codes Symbols - - General NotesfSynibolDefinib000 Mark 120 t - 4 ,- . 2001 C.B.C. LIMIT DEFLTO LL=L/240 TL=L1180 121 +32 PLF c TC 21/2' WOOD NAILER w/#14 SCREWS 122 1 - 123 '- DESIGN FOR 1K ADLOAD @ B.C., 124 1.4K AXIAL @ 4'-0 DUE TO KICKER DETAILER:LUZ R. DETAIL CHECKER: _. DATA PROCESSING:: DATA PROCESSING CHECKER: • ENGINEER: SHOP ORDER:-- SHOP ORDER CHECKER: CAF: - - .. . --S - .- . •. . . . . - -. 0 _ - - .- . - . . . ---- -.- - - r L..I FILE NUMBER: W84-05-0056 LIST NUMBER: 8 Vulcraft BOM 7.0 JOB NAME: PALOMAR POINTE-BLDG. C VULCRAFT GROUP JOIST LOAD BACKSHEET Top Chord —Additional Concentrated Loads -Loads Are In _tips - LoLL Start At LE Base Length And Are ThenLocatedFrom Previous LoadMark Load Distance Ext Load Distance !i Load Distance !I Load Distance FA Load Distance FA 120 121 122 T23 T24 ±1.4K 4-0 4 1 ______ I Bottom Chnm Addivonni C.nnont rod Inndn - I nodo Am In Cinn n..Jn 0tn4 All F R,ni I 120 121 122 123 T24 TCXI. Uniform TCXR Uniform Bottsm Chord MainSpan Drift Load! Load inPIF Main Span Drift Load! Load in PLF Mat Load Load Uniform Load TC Bend. BC Bend. Till •K Start Inc. B_Load _C_Load 0_Tran.Dist t7iv A_Start Inc. B Load C_Load 0_Tran.Dist TCOBC T21 _122 'LO5k005 1 T24 I I I I I L mm==Im 111121017-am U- U I IIIsL4 II1JwU1 • ___I I__I I iI'lii __ i ______________ ______•___ a____ • I I I['II ___ I I., • I I I ri i. FILE NUMBER W84-05-0056 Vuicraft BOM 70 VULCRAFT GROUP JOB NAME PALOMAR POINTE-BLDG C THIS PAGE GOES WITH LIST NUMBER: 8 SHEET: I OF I ESFRBACKSHEET LOCATION FROM BASE LENGTH LEFT END / - / TOP OF JOIST 6 // I I 21/2 I 0 121 4-9 - 11-6 11-6 11-6 11-6 122 4.,9- 11-6 11-6 11-6 11-6 I 123 4-8 11-6 11-6 16 11-6 I T24 [ .4-,8 11-6 11-6 11-6 11-6 JUL 0 /005 LLt* L MARK PIPE - T PIPE PIPE PIPE .. PIPE PIPE NUMBER LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION I_120 -- 4-9 11-6 11-6 8-11/2 6-101/2 8-0 - ---- -u_ I I - I mignitnaoeanng beat siots . I .. thidninacliD .. .. -_.. ._. . BRG Seat Ex- TCXDnnth -- _____-- _____ -- ____ I -- ----- .------- ____ _____--I i -- or ............. Type ._. Space N It sear Pitch . N Nt seal Pitch ,. . Left Right Left - Right 55 . ; : :.:.., v...,- ..-•. 0 - ,,.- .'-- . :. . .: - I - . . . I • S S Ti L.JD JOIST BILL OF MATERIAL. BACKSHEET COLOR CODE , LIST NUMBER . FILE NUMBER QUANTITY 9 VU L C RA FT GROUP JOB PALOMAR POINTE BLDG C WHITE SHEET 1 OF j W84-05-0056 7/5/2005 12:39 LOC: . CARLSBAD, CALIFORNIA . BRIDGING PIECE COUNT PRIMER COLOR REFER TO DRAWING Vuicraft BOM 7.0 . . CLIP SEQUENCE RED DESC JOIST TYPE In 5 GRAY J 2 - Designation Over Length le . TCXL - Typ TCXR Typ Base Length do Chord Ext From Ott .. BRG Depth Bay Slope HE LE Seat Slope Right HL RE Seat Slope HL Depth Type . Loading No left No Right Left T25 1 32 LW 248/128 55 4 3/4 55-43/4 3 3 T26 1 32 LH 248/128 55 -43/4 55 43/4 - - 3 3_S 127 1 ' 32 LH 248/128 52 6 1 1/2 F - 52-41/2 - - 3 3 T28 1 32 LH 248/128 42 10 1 1/2 F - 42-81/ 3 129 1 32 LH 248/128 33 2 1 1/2 F - 33 0 1/2 - 3 3 IC lyy Distance I BC Lyy Distance I Ii ADLOAD - . I . - -5 -5- - Pitched Joists S [ Depth Left Depth Right Pitch left Pie Pitch Right Offset Ridge Inc. -11.00 K lOOK lOOK 11- JULO2Q5 1 00 K L2 !)-4.. ,. . DETAILER LUZ R DETAIL CHECKER: _______ DATA PROCESSING DATA PROCESSING CHECKER ENGINEER SHOP ORDER:_*'SHOP ORDER CHECKER:-CAF FILE NUMBER: W84-05-0056 LIST NUMBER: 9 l"l L..J Vuicraft BOM 7.0 JOB NAME: PALOMAR POINTE-BLDG. C VULCRAFT GROUP JOIST LOAD BACKSHEET TopChord Additional Concentrated Loads -Loads AteInKips - Loads Start At LEBaseLength And Are Then Located FromPreviousLoad Mark Load Distance !1 Load Distance Ext Load Distance Ext Load Distance t Load Distance !1 T25 126 ±1.4K 4-0 127 128 ±1.4K 4-0 129 ±1.4K 4-0 I ... IDIL4 IlI*WI1 ri L.I FILE NUMBER W84-05-0056 Vuicraft BOM 70 VULCRAFT GROUP . JOB NAME: PALOMAR POINTE-BLDG. C THIS PAGE GOES WITH LIST NUMBER: 9. SHEET: I . OF 2 ESFR BACKSHEET LOCATION FROM BASE LENGTHLEFT END / - -: TOR OF JOIST / 21/2 I 0 MARK • PIPE PIPE ' PIPE . PIPE PIPE PIPE NUMBER LOCATION LOCATION LOCATION LOCATION LOCATION . LOCATION T25 49 11-6 11-11/2 11 I.J FILE NUMBER W84-05-0056 VULCRAFT GROUP JOB NAME: PALOMAR POINTE-BLDG. C S THIS PAGE GOES. S WITH LIST NUMBER: 9 SHEET: 2 OF 2 ESFR BACKSHEET LOCATION FROM BASE LENGTH LEFT END = TOP OF JOIST Vuicraft BOM 7.0 I EIII MARK PIPE PIPE PIPE PIPE PIPE PIPE NUMBER LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION ___.-- • -I___ - NetUptft Camber lSey Weghi FS ' TC Lyy Distance BC Lyy Distance ' ADLOAD 130 i.obi T31 - . - 1.001 132 - 1.001 133 .-• - 1.00 I T34 1.001 -- ---a -______ u -- - ___ B_ -I -- -- a - - - ILJ JOISLBILL OF MATERIAL BACKSHEET QUANTITY V U L RA F T GROUP" JOB: _PALOMAR POINTE-BLDG. 9 7/5/2005 12:39 . LOC: CARLSBAD, CALIFORNIA BRIDGING - Vulcraft BOM 7.0 . CLIP SEQUENCE RED DESC JOIST TYPE: I -I COLOR CODE - LIST,NUMBER FILE NUMBER . 10 WHITE SHEET OF 1 W84-05-0056 BTF - PIECE COUNT PRIMER COLOR REFER TO DRAWING 6 GRAY J-2 hEEl Qty Designation Length TCXL Typ TCXR Typ Base Length Bottom Chord Ext From CAL Depth Bay Slope HE LE Seat Slope HL RE Seat Slope HI Depth I e I Loading Overall No Left NO Right Left Right 130 1 32 LH 248/128 55-43/4 - . 55-43/4 - - .3 3 131 1 32 LH 248/128 55 4 3/4 - - 5543/4 3/4 - 3 3 .132 1 32-.LH 248/128 46:1 3/4 11/2 F 46-01/4: 3 3 T33 1 - 32 LH 248/128 54 13/4 1 1/2 F t 1H - 54 0 1/4 3 - 134 2 32 LH 248/128 56 103/4 11 F - 55 11 - 3 1::- I ____ - or I - -- -. DETAILER: LUZ R. DETAIL CHECKER DATA PROCESSING DATA PROCESSING CHECKER ENGINEER SHOP ORDER SHOP ORDER CHECKER CAF -•. . ,••-. - - - -- - - -- 1,1111111 1••••II&1 uiuuiumoons 1111111111 1111111111 ME MKI 1111 11111•• IlOhlIHE .: •I•UE ••••••••••M •••••••••• I II II' HE 11111 MOM !!!1 HhhhhhIhl 11111111 1 imuuniui: iuiuP Hhluuuuul uuuuuhlull I iiuiiiir !!!!!. hhhhhhhhhl' hhhhhhhhhhi '1111h6 mom •UI•I•• MMMM EME __011111111 IIIOIOII mama am 10 flflflflfl1IIjIIEI IIUIIIUIIE UIiUiiUIUUE co 0 C 01 C) 1 I- rel Cr) - z C 00 30 C - -• ' - - •. : , FOR "1 ..ILJt. 0 s:ic - t•• Li D R FILE NUMBER W84705-0056 Vuicraft BOM 70 VULCRAFT GROUP JOB NAME: PALOMAR POINTE-BLDG: C THIS PAGE GOES WITH LIST NUMBER 10 SHEET I OF 2 ESFR BACKSHEET LOCATION FROM BASE LENGTH LEFT END, / TOP OF JOIST 21/2 __I 0 I_130 4-9 11-6 11-6 11-6 11-6 T31 4.9 - 11-6 11-6 6-8 4-10 11-11/2 '. I_132 0_6 6-31/2 11-6 11-6 11-6 T33 1 3-31/2 5-21'/2 6-31/21 11-6 ' 11-8 I 11-A I ' MARK PIPE PIPE PIPE PIPE PIPE PIPE NUMBER LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION 4. I J ] JUL 0 lIlI i_.i FILE NUMBER W84-05-0056 Vuicraft BOM 70 VULCRAFT GROUP JOB NAME PALOMAR POINTE-BLDG C THIS PAGE GOES , WITH LIST NUMBER 10 SHEET 2 OF 2 ESFRBACKSHEET LOCATION FROM BASE LENGTH LEFT END ,-.TOP OF JOIST 8 I [ T30 75 T31 75 LOCATION LOCATION LOCATION LO CATION MARK PIPE PIPE PIPE PIPE j PIPE" PIPE NUMBER LOCATION LOCATION ri L..J JOIST BILL OF MATERIAL BACKSHEET FILE NUMBER COLOR CODE LIST NUMBER JOB: - PALOMARPOINTE-BLDG.0 QUANTITY WHITE SHEET 1OF1 W84-05-0056 VULCRAFT GROUP 7/5/2005 12:39 . . LOC: - CARLSBAD, CALIFORNIA* BRIDGING PIECE COUNT PRIMER COLOR REFER TODRAWING Vulcraft BOM 7.0 . CLIP SEQUENCE RED DESC JOIST TYPE r fl 771 17 GRAY J-2 Mark I..!_. Designation Overall Length TCX(. Typ TCXR Typ Base Length Bottom Chord Ext From OAt. Bay Slope HE LE Seal Slope EL RE Seat Slope ML ioatng Left No I Right Left Right 135 .1 32 LH 248/128 59-4 1/4 3-51/2 F - 55-103/4 ,. 21/2 3 3 136 -10 32-LH..248/128 59-43/4 3-51/2 F . - 55-111/4 - 3 3 T37 4, 32 LH 248/128 55-41/4 - - 55 4 1/4 - 21/2, 3 3 T38 1 32 LH 248/128 59 43/4 3-51/2 F - 55 111/4 - - 3 3 :T39 1 32 LH -248/128 54-8 . . 54-8 - - 11/2 3 3 - - 'OSHA CJ I LE IC Skew I RE TC Skew I Left End Beating Seat Slots I RightEndbeanngseatslOt$ - I - BP rU1 I1L -- ___________ IIII ___-- EIHIK11[lI -- --- _.. ,. IIK1IE1 Net Uplift ter AddSetr I PS TC Lyy Distance BC Ly DistanceWeight ADLOAD T35: . 1.00 T36 . -- .. --- 1.00 TT37 . 1.09 1.00 rT39 1.00 -- Remanks Mark - Shop Order Codes Symbols e' General Notes/Symbol Definitions 135 1 4K AXIAL @4 6 DUE TO KICKER 2001 C.B.C. - LIMIT DEFL TO LL=LJ240 TLL/180 2 1/2"WOOD NAILER wl#14 SCREWS DESIGN FOR 1KADLOAD @ B C - T36 1.4K AXIAL @ 4'-6 DUE TO KICKER T37 1.4K AXIAL @4 0 DUE TO KICKER - T38 14K AXIAL @4 6 DUE TO KICKER I +32 PLF @ TC - 139 1.4K AXIAL @ 4'-0 DUE TO KICKER I DESIGN FOR 3 1/2" SHORT BRNG @ R.E. IdC I PIL 41r\Lr. • UN I N UL,OOIIlU. um I N rrwk.,cooww D'Iu'Icrf. onvr sJruLri. onur vrwcr - .1. - . - - •. - -- - 0 'NLJIDR FILE NUMBER: W84-05-0056 LIST NUMBER: 11 JOB NAME: PALOMAR POINTE—BLDG. C Vuicraft BOM 7.0 VULCRAFT GROUP JOIST LOAD BACKSHEET - Top Chord Additional Concentrated Loads -Loads AteInKips - Loads Start At LEBase Length And Are Then Located From Previous LoadMark Load Distance Ext Load Distance Ext I Load Distance EA Load Distance Ext Load Distance Eat 135 ±1.4K 4-6 136 ±1.4K 4-6 137 ±1.4K 4.0 T38 ±1.4K 4-6 139 ±1.4K 4-0 = Bottom Char, Additional Concantr...Tnadv - I nvdv Am In Cmv - I nadc St,,t At I F Ri.. I o,Mh AM Am I ,,.vfml V. 135 136 T37 T38 139 I UAI. Unnorn iU?U Unitoim Bottom Chord I Main Span Drift Load I Load in PIE . Main Span Drift Load! Load in PLF TC Bend. I BC Bend. Mat Load Load Uniform Load 118 A Start Loc. BLoad V Load DTran.Dist 118 A Start Loc. -8- Load •CLoad DTran.Dist TC'BC 135 T37 I FOR F39 I I I I IlI I L I I U-- _ U . I IDXL1 IlI1JrIl4 ______________ MMM I I[III ..I ____ ____1111_I' MEWINEM MM 2mi MEMIEEME,MM~Nmm IM MEM EMNMM~E=M~ 'if r4UI=C3Fq FILE NUMBER: W84-05-0056 Vuicraft BOM 7.0 VULCRAFT GROUP JOB NAME: PALOMAR POINTEBLDG. C THIS PAGE GOES WITH-LIST NUMBER: 11 SHEET:•I OF I ESFRBACKSHEET LOCATION FROM BASE LENGTH_LEFT END , . ,, ToP OF JOIST I_6 ___ / .• _•• / 21/2 I 0 MARK PIPE PIPE PIPE PIPE. J PIPE PIPE • NUMBER LOCATION . LOCATION LOCATION LOCATION.LOCATION • LOCATION I_T35 5-21/2 11-6 1 11-6 11-6 116 I_T36 [_5•21/2 .] 11-6 • J 11-6 • 11-6 11-6 1 I T37 4•8 • 11-6 11-6 11-6 11-6 • I T36 L 5-21/2 11-6 11-6 11-6' f 11-6 _____ _____ • _____ _____ . FOP. _____, • JUL 0 2005 ST7CTO :! Pr 4 . F1L.JDV, JOIST BILLOF MATERIAL BACKSHEET. COLORCODE QUANTITY JOB:' PALOMAR POINTE-BLDG. C WHITE VUL CRA FT GROUP 7/5/2005 12:39 . LOC: CARLSBAD, CALIFORNIA BRIDGING PIECE COUNT Vulcraft BOM 7.0 ____________ CLIP SEQUENCE RED DESC JOIST TYPE ! -1 5 Lll NUMbtP( ( riLt Plultwrc 12 I SHEET 1 OF 1 I W84-05-0056 BTF •fl PRIMER COLOR - REFER TO DRAWING GRAY J-2 KqTm mmmmmm • I ___-- .— -I -- I_ -___ I_-- .___ __I mmmomm_.II -______ . mmm ammomm - I ___ Immm mmmomm E I -- .--- . Type ___ Left Right Left Righ, V f . .4-. VV4 •V ;-: ?pV54 -. V V V VV r V V .V V • ;; cVV,V..VV,:.VVV-.. V V V 11 Mark Designation - Overall Length TCXI. Typ - TCXR Typ - Base Length 8OttOfl1ChOfdEXtFiofflOAL ... Say Slope HE lESeatSiope Right HL RESeatSIope HI. Depth Type J Loading No Left No Right Left T40' 1 32 LH 248/128 55-9 4 F : V 71/2 3 3 141 1- 32 LH 248/128 55-43/4 6 F .. .54-103/4 - . . 3 3 T42 I.j 32 LH 248/128 ' 55-1 11/2 F 54-111/2 - V 3 3 - 0.3750 R 0.3750 L 0.3750 H ET4 32 LH 248/128 45-5 11/2 F 45-31/2 - _______ - 3 3 0.3750 R 0.3750 H 1 32 LH 248/128 35-83/4 11/2 F - 35 7 1/4 3 3 jL0.3750 I I Lt!ceew I KtlCskew I Lett bnabeanng beat slosi I HlgIlthnaoeioing beat blots I RP unaging N •LE Seat Pitch N at Pitch V umu °L. .''° Pitched Joists . - Uatt Net Uptift Camber Weight FS TC LiY Distane I BC Lyp Distance I Ll) I - I ' Depth Left Depth Right I Pitch Left P.Type Pitch Right Offset Ridge Lsi 140 - lOOK 141 _ 100 K 142 - 100 K ET4 100K lOOK Reman%s . . 'V ShopOdrCds Symbols Mark 140 1A AXIAL @ 4'-0 DUE TO KICKER 141 14K AXIAL @4 ODUETOKICKERI+50PLF@TC T42 1 4K AXIAL '@ 4'-O DUE TO KICKER 143 14K AXIAL @4'ODUETOKICKER ' 144 14K AXIAL @4 ODUETOKICKER DETAILER:LUZ R. DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: V j, LV V General NotesiSymbol Definitions 2001 C.B.C. V V LIMIT DEFL. TO: LL41240, TL=L1180 2 1/2' WOOD NAILER w/#14 SCREWS DESIGN FOR 1K ADLOAD 7. SHOP ORDER CHECKER: V CAF: EL '. N LI VULCRAFT GROUP FILE NUMBER: W84-05-0056 LIST NUMBER: 12 Vulcraft BOM 7.0 JOB NAME: PALOMAR POINTE-BLDG. C JOIST LOAD BACKSHEET 140 ±1.4K 4-0 ±1.4K 4-0 143 ±1.4K 4-0 T44 ±1.4K 4-0 140 141 142 143 144 140 T41 142 T43 144 Load I Uniform Load IC Bend. I BC Bend. j Main Span Drift Load Iload In PLF SIRL Main Span Ddft Load! Load in PIP _______________ isx.i __________ _______ I 111111 MARK NUMBER PIPE LOCATION PIPE LOCATION PIPE LOCATION PIPE LOCATION r PIPE LOCATION PIPE LOCATION 1 141 4 8 11-6 11-6 11-6 11-6 I T42 .4-3 ' 11-6. 11 -6 . 11-6 11-6 I T4 6-1 11-6. 1i6 .11-6 I T44 . 7.11 '11-6 116 r4U=C3M FILE NUMBER M W84-05-0056 Vuicraft BO 70 VULCRAFT GROUP JOB NAME PALOMAR POI NTE-BLDG. C THIS PAGE GOES WITH LIST NUMBER: .12, SHEET: 1, OF 2 ESFR BACKSHEET LOCATION FROM BASE LENGTH JLEFT END . TOP OF JOIST 7. I 6 21/2 I 0 II "u=c3FQ FILE NUMBER W84-05-0056 Vuicraft BOM 70 VULCRAFT GROUP JOB NAME: PALOMAR POINTE-BLDG. C THIS PAGE GOES WITH LIST NUMBER: 12 SHEET: 2 OF 2 ESFRBACKSHEET LOCATION FROM BASE LENGTH LEFT END / TOP OF JOIST 4 I 0 MARK PIPE • PIPE PIPE V PIPE PIPE PIPE NUMBER LOCATION LOCATION LOCATION LOCATION LOCATION LOCATION ___ •V V • 1 ••• _____ ______ ___________I ___________ • V JUL 0 ?U05. Nill ___ COLOR CODE LIST NUMBER FILE NUMBER • 13 i c WHITE - .'SHEET 1-OF 1 W84-05-0056 PIECE COUNT PRIMER COLOR REFER TO DRAWING 4. GRAY J2 . - - C3 FQ JOIST BILL OF MATERIAL ACKSHEET B QUANTITY VUL CRA FT GROUP JOB: PALOMAR POINTEBLDG. C' 7/5/200512:39 LOC: CARLSBAD,CALIFORNIA BRIDGING Vulcraft BOM 7.0 •- .. - - CLIP - SEQUENCE RED DESC JOIST TYPE V_ P1 Mark Oty Designation Overall Length TCXL -. Typ - TCXR Typ Base Length Bottom Chord Ext From DAL BRGDePth Bay Slope HE lE Seat Slope HL RE Seat Slope HL Depth, __TY__Loadeg lo Left No Right Left Right 145 1 32 LH 248/128 28-41/2 l-9 -- F 26-71/2 4 3 3 T46 1 32 LH 248/128 16-43/4 11/21 F 16-31/4 - 3 3 147 1 32 LH 248/128 6-83/4 11/2 F - 6-71/4 - 3 3- T48 1 32 LH 248/128 55-43/4 6 F - 54 103/4 - - 3 3 - . OSHA CJ I LETCSkew I RETCSkew I Left End Bearing Seat Slots Right End Manng Seats I AP I I3Ei '-13IiI3 mmmomm•_I_-- UFJIIK1[iI mmmmmm _____ -- -i--•______ mmmomm mmmmmm I___ mm mmmm: Li DETAILER LUZR DETAIL CHECKER DATA PROCESSING ' DATA PROCESSING CHECKER ENGINEER I - I - - . 1SHOP ORDER SHOP ORDER CHECKER CAF 1- -. - - . -. • - '- j-- - . - .- - . TCBend. I BC Main Span Drift Load! Load In PLF Bend. .. - - MainSpanDrift Load! Load In PLF 8 load 'C'Load D_Tran.Dist C , 'II FILE NUMBER: W84-05-0056 LIST NUMBER: 13 Vulcraft BOM 7.0 JOB NAME: PALOMAR POINTE-BLDG. C VULCRAFT GROUP JOIST LOAD BACKSHEET Top Chord Additional Concentrated Loads - Loads Are In Kips - Loads Start At LEBase Length And Are Then LocatedFiomPreviousLoad Mark Load Distance Ext Load Distance 1 Load Distance I Ext Load Distance Ext Load Distance Ext 145 ±1.4K 4-41/2 146 ±1.4K 4-0 147 ±1.4K 4.0 148 ±1.4K 4-0 Rnttnm C.hnM Adthtinnat C.nnrootrxt na,k .. I undo Au. In Kino - Inads Start At LE Axon L.nnth ..d Are Than Located From Prntus Load - i Method of Axial Transfer -~NC=11111=1111 I I[iIIl :1 at 0 my ME II1JI01 I .•1 j.iiiwu • I I I • N L.1J D FILE NUMBER W84-05-0056 Vulcraft BOM 70 VULCRAFT GROUP JOB NAME: PALOMAR POINTE-BLDG. C THIS PAGE GOES WITH LIST NUMBER: 13 SHEET: 1 OF 2 ESFRBACKSHEET __• LOCATION FROM BASE LENGTH LEFT END / TOP OF JOIST • _/ 21/2 I 0 PIPE PIPE I_T45 105 11-6 T46 117 T48 4_8f_11-6F_11-6 11-6 11-6 JUL O ?005 1IL j MARK PIPE j PIPE PIPE ' PIPE NUMBER LOCATION_J LOCATION LOCATION LOCATION LOCATION LOCATION 7 p . r4U=C3M FILE NUMBER W84-05-0056 Vuicraft BOM 70 VULCRAFT GROUP JOB NAME PALOMAR POINTE-BLDG C THIS PAGEGOES . WITH LIST NUMBER 13 SHEET 2 OF 2 ESFR BACKSHEET LOCATION FROM BASE LENGTH LEFT END ,-TOP OF JOIST ------ I 161121 4 1T45 114 I 146 107 FOR, JUL fl fl O MARK PIPE PIPE. PIPE PIPE PIPE PIPE NUMBER LOCATION LOCATION- - - LOCATION LOCATION LOCATION LOCATI I- d 11 Li BRIDGING BILL OF MATERIAL FILE NUMBER COLOR CODE LIST NUMBER VULCRAFT GROUP JOB PALOMAR POINTE BLDG C WHITE SHT 10F1 W84-05-0056 BOLT END 7/5/2005 12:39 LOC: CARLSBAD, CALIFORNIA : S1ZE PIECE COUNT PRIMER COLOR REFER TO DRAWING Vulcaft BOM 7.0 : .'• SEQUENCE RED DESC 200 GRAY J-2 Mat Oty Descripon Size It- Like - A B length Symbols Length A C (3 Bottom Of item#1 Top Of Item 92,Spom Elevation Delta 1111 MAe JB-4 192 UB3 4 48G 32LH I UB4 1 20G 32LH UB5 3 32G 32LH • •• - .•• %•' - . S - - __________ - Iii 1111 ___11111111 __- .._....JIII 1 - 7UV I ----..----,,-.'.' T 41 L?J _____ - . Remats S.. General Notasymbol Definitions SHOP ORDER CHECKER DETAILER LUZ R DETAIL CHECKER DATA PROCESSING DATA PROCESSING CHECKER SHOP ORDER YANWU = D M GIRDER BILL OF MATERIAL . BACKSHEET COLORCODE LIST NUMBER FILE '- VULCRA FT GROUP JOB: PALOMARPOINTE-BLDGI'B [7 RED SHEET, 1OF1 7/5/2005 15:24 LOC: CARLS J _CALIFORNIA PIECE COUNT PRIMER COLOR C\/4 Vuicraft BOM 7.0 M8 W84-05-0056-1 REFER TO DRAWING - SEQUENCE: RED DESC: - . 4 . GRAY - i-i Designation Bottom Chord Ext From DAL ERG Depth Mark Ot ___ ___ Overall Tat.lypi 1 oThght - Bay Slope HE ft ft P~tight G1 2 .32 G 4 -N 13.5 .K 31-103/4 31-103/4 01/2 4 71/2 71/2 G2 \2 48G.5N 13.5 K 7 39-111/2 •39-11.1/2 - 4 71/2 Li! - LESeatSlope - -L H RE Seat Slope - - GI LE IC NS_ _ Skew RE IC Skew N_S Loft End Bearing Seat Slots . Location S length Gage . Right End Bealng Seat Slots • .eft End lop Chord Holes • __ Right End lop Chad Holes ERG Seat E1 TCXDe - 44 S 3fl625 Location S Th _Gage 12013/4 location S 5• —ir- -wl--iw-i r ___ 6 Distance BC Distance ADLOAD Not uplift Camber Weight i.00i .. ,. lOOK IiIIiIF __- 1_• _ thnd Joist Girders Depth Left Depth Right Pftlh Left __ A N Spoon B - Remarks -. 2.@8-O. - 7113M -. -. Shop Ord Codesmark Symbols - Gen&alNoteslSymbol Definitions .. • 2001 C.B.C. - LI IT Gi DETAILER: LUZ R. DETAIL CHECKER: D.L.A. • DATA PROCESSING: DATA PROCESSING CHECKER. ENGIN:ER. — - ,ii-16 FQ FILE NUMBER: W84-05-0056-1 LIST NUMBER: 1 Vuicraft BOM 7.0 .L!?AFT GROUP JOB NAME: PALOMAR POINTE-BLDG. B GIRDER LOAD BACKSHEET Distaim j_i -11 Load Distance or.oean oan roe m ps - LO orro L Oe Load ROd can caO Distance DistrnlceEii2K mm teOU5 Load Load J3istance -- Load -- kG1 2 H 1___ __ Bottom Chad Additional Concenfrated Loads-Loads Are In Ks - Loads Start At itt Base Length And are Than Located From Previous vlous Low Distance I Load D i Load Distance Ext Load ~~stanoe Ed Gi G2 TCXL Uniform Load TCXR Uniform Load Top Chord Uniform Ballorn Chord Main Span Drift Load TCBend BC Bend. Lo Load A I Load In PLF MalnSp an Load I Load is PLF Tran Dad Load *D"Tran. Dist Fixed Moment Lateral Moment Left End Top Chad Axial Load Right End Top Chord Axial Load Left - IV RE Left F fIB W E Em 178 W E Em TC 4.7 K TIC_____ _____ 69.0K ______ ------- __-- - - Method of Axial Transfer Knife PL TIb Left End Detail f78 Fbght End —j- —— --- TCBC IC SHOES T( KNIFE -_ -- 9 Mark Gi G2 TIC 69.0K T( 69.0K - IC KNIFE TC KNIFE - --- —99 OSHA CJ lb TC SImw I FEE TC Skew I Left kno Box"Kgm tna uear" Seal blois I RP Bridging Ctp • I_ E1LIIM3EU I - - I -- LESeatPitch IN I RESeatPitch I L_!_ seat Ext I TCXDepth -- -. Type Sp, xx~u = C3 Fq JOIST BILL OF MATERIAL BACKSHEET QUANTITY VULCRAFT GROUP JOB: PALOMAR POINTE-BLDG. B 71512005 15:24 LOC: CARLSBAD, CALIFORNIA BRIDGING _________________ CLIP AF I . SEQUENCE: DESC:___________ JOIST TYPE: fl 2 RED SHEET 1 OF 1 W84-05-0056-1 BTF E COUNT PRIMER COLOR j__ffE_FERT0_DRA_W_jNG 16 GRAY J—i Do 1 850" fTYP TcXR Typ Base Length No Bottom CbadEx1 Left REvj SeatSpe No From DAL P BRGDepth Bay Slope HE LE Seat Spe .1 HI. Ti T2 T3 T4 1 32 LI 248/128 1 32 LH 248/128 10 32 LH 248/128 3 32 LH 248/128 57 —4 3/4 57-43/4 57-43/4 57-41/2 - - - - 57-4314 57-43/4 57-43/4 57-41/2 - 4 - 3 3 3 3 3 3 3 P 3 I - - - T5 1 32LH248/128 57-43/4 - .33 _4 Net Uplift I Camber Adobes FS IC lyp Distermce BC Lyp Distance,ADIOAO Weight -- Ti 1.00 1.00 13 I 1.00 14 15 1 1.00 Pitched Jamb Shop Order Codes I Symbols Roenants Mat Ti PLF @ TC T3 T4 T4 +17PLFcTC DETAILER:LUZR. DETAILCHECKER:D.LA. DATA PROCESSING: DATA PROCESSING CHECKER ENGINEER SHOP General Notes/Symbol Definitions 2001 C.B.C. g4. LIMIT DEFL. TO: LL=11240, TL=L/180 2 1/2 WOOD NAILER w/#14 SCREWS DESIGN FOR 1K ADLOAD @ B.C. A SHOP ORDERORDER CHECKER(—' CAF: E. mment Right Left End Top Cloud Axial Load Right End Top Ghoul Axial Load Method of Axial Transfer Knife Pt. Wood HO Avg Sam Ti B EmnTlB W E Em TIB I Left End Space TIC 8.0 K IC 10.0 K IC TIE PLATE TC SHOES 3.5 0.0 I24O OC - IC 8.0 K IC 10.0 K IC TIE PLATE - IC SHOES - 3.5 3.5 0.0 0.0 240 0C1 2O CC' IC _____ 8.0 K ______ IC _____ 10.0 K ______ IC TIE PLATE IC SHOES - IC _____ _____ _______ 8.0K TC 10.0K - _____ _____ ______ - TC ________ TIE PLATE - - TIC ----- SHOES - IC 8.0 K IC 10.0 K IC TIE PLATE TCJ SHOES - 3.5 OU 210 CC Fixed tAmment I Lateral Ti T2 T3 14 15 FILE NUMBER: W84-05-0056-1 LIST NUMBER: 2 Vulcraft BOM 7.0 JOB NAME: PALOMAR POINTE-BLDG. B .jLCRAFT GROUP JOIST _LOAD _BACKSHEET Top Chard Additional Concentrated Loads - Loads We In Kips - Loads Stmt At LB Base Length And We Then Located From Plenious Load T Mark Load Distance Ext Load - Distance Ext Load Distance Ext Load Distance Load 1 Em fl .3K s5i/4 T3 T4 T5 -- ____ Bottom Cloud AddittOiral Concentated Leads - Loads Are In Kips - Loads Start At LE Base Length And We Then Located From Previous Load - Ti T2 T3 14 15 Ti T2 T3 T T5 TCXL Urritmm Load I TCXR Uoifmrn Load Uniform Load Main Span Drift Load l Load lnPLF Main Span Drift Load I Load lnPLF 8 Load C Load O Tom. 01st -TIB A fttmtLoc. —t .1. Train Dist C3 M JOIST BILL OF MATERIAL I VULCRAFT GROUP JOB: PALOMAR POINTE-BLDG. B SEQUENCE: RED DESC: JOIST 7/5/2005 15:24 LOC: CARLSBAD, CALIFORNIA / Vuicraft BOM 7.0 BACKSHEET COLOR QUANTITY 172 RE BRIDGING PIECE CLIP ri 7 3 SHEET 1 OF W84-05-0056-1 BTF GRAY J-1 Designation Mark IF - - Loading Overall Lemp - TCXL Typi TCXR Typ I Bass l.ength Bottom Chord ExtFfomOAL BRGDepth No Bay Slope HE IE Seat Slope HI RE Seal Slope HL Left No I Right Left Right.- 1 32 LH 248/128 57-43/4 57-43/4 3 3 17 1 I 36 LH 248/128 52-63/4 3 3 18 1 36LH 248/128 .4-4 - ! 60-63/4 - - 3 T9 2 36 LH 248/128 61-43/4 1 1 61 -43/4 3 3 Tb 2 36 LH 248/128 62-10 1/4 11 61-111/4 - 21/2 3 3 UbflR .4 Lt lb RUW PlC lb OCW LVII CCC DOJII19 OVal OVIIO fl19fl1 CCC 0V1119 OVal 00W IJ,.4 TiIlIU$ I NS FS NS I FS 1 i naInn I S I Sb'n I I anath I Inaafinn 1 SI Si'. I I anath I 17 18 I 45F I 45F kT:IiIIII[ 13/4:!iiii DETAILER: LUZ R. DETAIL CHECKER: D.L.A.DATA PROCESSING: DATA PROCESSING CHECKER ENGINEER: U I I I I 'V. FILE NUMBER: W84-05-0056-1 LIST NUMBER: 3 Vulcraft BOM 7.0 JOB NAME: PALOMAR POINTE—BLDG. B .IC RAFT GROUP JOIST LOAD BACKSHEET LOW Distance it Top Chord MditenalConcenhated Distance Ext Loads -Loads Am In Kips -Loads Load Start At LE Base Length Dtstance And Am Ext Then located From Previous l Load oad Distance Ext oistanca Ext - Load - Load Load K brm is TO -_- - Bottom Chord Additional Concerrtxtnd Loads -Loads Pie to Kips -Loads Start At LB Base Length And Pie Then Located From Previous Load - Load Distance Ext load Distance Eat Load Distance EA Load -Distance ji -load 16 - Mark T7-- 18 T9 T10 . c Uniform Load 110 -V- TC Send. BC Bend. Main Span DriftLoad! Load In Pt.F - Main Span Drift Load! load in PIP -- - - icu.unttorm Lo&xR Uniform Load 18 F/B A Start Loc. WLoad V Load V Tran Dist We A Start Loc. Load Load DTran0isj Mark _______ T6 17 Fixed l/cmerrt Lateral Malrlent ___ I REQ ______ Left End Top Chad Axial Load lgM End Top Chad Axial Load Method of AxIal Transfer Knife P1 Wood FIB Avg Same Space - tW Th Wi - E Em F/B Em T LeftEnd De We ThgMEnd _RE Er _RE T6 - IC' 8.0K ______ TC 10.0 K TC TIE PLATE TC SHOES 35 0.0 -- OC - _____ _____ _____ ______ - - - - -- ----- -. -- IC 1.O8 K IC 8.0 K TC SHOES IC TIE PLATE - 0.0 3.5 24247F OC 17 T8 - IC * K IC 8.0 K IC SHOES IC TIE PLATE . 0.0 3.5 ata.0 OC _____ ______ ______ - -.-__--. - ________- ____ TC j09- K IC 8.0 K IC SHOES IC TIEPLATE 0.0 3.5 24O OC IC T9 -tOtY K TC- 8.0 K IC SHOES IC TIE PLATE 110 NDP Design Input Page 1 o 2 .W84-05-0056 Job Name: Palomar List #: By: WF uration Info - Half Panel Layout End Panel Base Length Mark y. Panel Qty. Panel Qty. Panel Qty. Panel Qty. Panel Max Mm Calc. T6 5 - 0 1 2 -0 16 2 -10 1/2 1 1 -4 3/4 1 3 - 0 Left - Right ' -4 3/4 17 4.0 T 1-0 16 .2-7 1 2-6 1 3-8 3/4 52 -6 314 I Left Right TB 54 T 2.6 18 2-7 1 2-6 1 3-8 3/4 Left 60 -6 3/4 Right 19 6-2 1 2-6 18 2-7 1 2-6 1 3-8 3/4 61 -4 3/4 Left Right TIO 1 6 -8 1/2 1 1 1 2 -6 18 2 -7 1 1 2 -6 1 1,_3 - 8 3/4 Left Right 61 11 1/4 2D Location - Min Var. Panel lop Chord Bottom Chord Mark Left V Right V Left Right Pitch Ridge Radius Pitch Ridge - Radius T6 2-6 T7 3-0 - X T8 X T9 X TIO X Section Data - - Bending Secondary IC Hpan Trial Panel TC - BC - Webs Emembers Yield Chord Gap Mark Sec. SLy Sec. SLV Main 2nd TC BC Left Right IC BC Webs IC BC T6 T7 18 T9 TIO Additional Info Depth at OAL - Unbraced Length Strut TC Bearing Points BC Bearing Points Base Length Caic. Support Ext. Rev.: I Date: 4/27/04 Mark TC BC L R Location Pin Location Pin Left Right T6 - - - - 57 -4 3/4 T7 - - - - 52-6 3/4 T8 - - -. . - 60-6 3/4 T9 - - - - 61 -4 3/4 TIO 61 -11 1/4 Load Info Conc. Load Location Conc. Load - - - Location Conc. Load - - - Location Conc. Load - Location on' Load - Location Conc. Load Location Mark T6 T7 T8 TC-XV 2-6 T9 TC-XV 2-6 TIO TC-XV 2-6 BACKSHEET COLOR QUANTITY RE BRIDGING PIECE C CLIP F-1 11 )EILIST NUMk 4 SHEET 1 OF ll ft P}MER COLOR GRAY W84-05-0056-1 J-1 ~h RE Seat Slope Bofim Chad Ext From OAL 8RGOepth Bay Slope HE LE Seat Slope HL THL No T11 2 36 LH 248/128 62-103/4 11 61-113/4 3 3 T12 6 36 L11 248/128 61 -43/4 - 61-43/4 J 3 3 -- - 113 1 36 LH 248/128 61-41/4 61-41/4 J 21/2 3 3 - T14 1 36LH248/128 4 - 60-63/4 - 33 T15 1 36 LH 248/128__- &--9/ - 52-63/4 3 3 ' miL.J = C3 M JOIST BILL OF MATERIAL VULCRAFT GROUP JOB: PALOMAR POINTE-BLDG. B 7/5/2005 15:24 LOC: CARLSBAD CALIFORNIA (VuIcraftBOM 7.0 SEQUENCE: RED DESC: - JOIST TYPE: [ Designabon Mark Overall Lencffi Base Lemp - 1 TcXL 1W TCXR 1W Fixed Mament Lateral Moment I RE01) - Left End lop Chord Axial Load Right End Top Chord Axial Load - - Method of Axial Iransfor - Knife P1- Wood 148 Avg Saew - e Left Right WE Th Right TIE W j _E Em lift W K Em lift LaltEird Detad 8 Right End Iii IC t 1G0-K ______ TI',____ 8.0 K ______ IC SHOES - TC TIE PLATE 0.0 3.5 4:o OC - -'- _____ ______ - _____ - _______ - ________ - IC SHOES IC TIEPLATE TC iO8 K. IC 8.0 K T12 - 0.0 3.5 440 OC T13 - * . TC 1 K - IC - 8.0 K ______ IC -SHOES IC TIE PLATE - 0.0 3.5 248-OC —-7—----- - -- - TIC 1H K ___ TC- 8K___ TIC' SHOES TC TIE PLATE - - - 114 - 0.0 3.5 2k0 OC - ______ - ______ - ________ - . - TC 10.0-K ..- IC 8.0K ____ IC SHOES TC TIE PLATE 5r - 0.0 i.3 oc - - - - ____ _____ ______ 115 - U -I FILENUMBER: W84-05-0056-1 LIST NUMBER:4 Vulcraft BOM 7.0 Aw --'-- JOB NAME: PALOMAR POINTE-BLDG. B _____- ..FT GROUP - / : JOISTLOADBACKSHEET Top Chroxi Additional Concei*ated Loads -Loads Are In Klps - Loads Stat At LE Base Length And Are Then Located From Previous Load ______of Load Distance Ext Load Distance Em Load Distance Load 1]j24_: _ 113 4-0 T15 ±14K 40 Bottom Chord Additional Concentrated Loads -Loads Are In Kips -Loads Slat At LE Base Length And Are Then Located From Pieslous Load - Mark Load Distance Ext Load Distance Ext Load Distance Eat Load Distance Eat -- Load - Til T12 113 ---- - ----- - ____________ ________ - _____________ - - _____________ •0 - 0 • - T14 T15k—— __ ______ - BOdsO, , Main Span Drill Load! Load in P1-F Main Span Dull Load! Load In PIF Mark TCXL Uniform Load I TCXR Uniform Load TC Bend. C Bend. Uniform Load T/B Start Loc. • Load Load •0_Iran.Dint TIB •A_Stat Loc Cload D' Iran. I) Til - 112 - - - T13 ______ • T1 -TCBC NDP Design Input Page 1 of 2 W84-05-0056 Job Name: Palomar List #: 4 By: WF gurationInfo j Half Panel Layout - End Panel Base Length Mark, lQty. Panel Qty. Panel Qty. Panel Qty. Panel Qty. Panel Max Min Caic. 1 '6-9 1 2-6 18 2-7 1 2-6 1 3-8 3/4 Left 61 -11 314 Right 1 6-2 1 26 18 2-7 1 2-6 1 3-8 314 Left 61 .4 3/4 Right T 6 - 1 1/2 1 2 - 6 18 2 -7 1 2 -6 T 3 -8 314 Left ETI Right 61 4 1I4 T 5-4 1 2-6 18 2-7 1 2-6 T 3-8 3/4 Left 60 6 314 ______________ Right 1 4-0 1 1-0 16 2-7 1 2-6 1 3-8 3I4 Left 52 -6 3/4 _____Right ____ Mark - 20 Location - Min Var. Panel - Top Chord Bottom Chord Left V Right V Left Right Pitch Ridge Radius Pitch Ridge Radius Til T12 T13 T14 T15 3-0 Section Data - - Bending Secondary TC Hpan Trial Panel TC - BC - Webs Emembers Yield Chord Gap Mark Sec. SLy Sec. SLy Main 2nd TC BC Left Right TC BC Webs TC BC TII T12 T13 T14 T15 Additional Info Depth at OAL - Unbraced Length Strut TC Bearing Points BC Bearing Points Base Length Calc. Support Ext. Rev.: 1 Date: 4/27/04 Mark TC BC L R Location Pin Location Pin Left Right TII - 61 -II 314 TI2 - - - - 61 -4 3/4 T13 - - 61-4 1/4 TI4 - - - - 60-6 3/4 T15 - - 52-6 3I4 Load Info Conc. Load Location Conc. Load - - - Location Conc. Load - - Location Conc. Load - Location Conc.- Load Location Conc. Load Location Mark TII TC-XV 2-6 T12 TC-XV 2-6 T13 TC-XV 2-6 T14 TC-XV 2-6 T15 I ri DR GIRDER BILL OF MATERIAL BACKSHEET COLOR CODE R FILE NUW QUANTITY 6 WI L CRA FT GROUP JOB: PALOMAR POINTE-BLDG. C WHITE SHEET 1 OF _ W84-05-0056-1 Lr \ 7/5/2005 15:25 LOC: CARLSBAD, CALIFORNIA PIECE COUNT PRIMER COLOR --REFER TO DRAWING Vulcraft BOM 7.0 SEQUENCE: RED DESC: 7 GRAY J-2 _________ Designation - BottoinQidExt From OAl. BRGDepth l Mart at Load Ov T TLJLJ aflLength TCXI. Typ TCXR Typ Be-Length No. Left t....o. _1BaySfrjpe HE LE Seat Slope H: Slope H Depth flight G10 1 48 G 6 N 12.5 K 47-43/4 47-43/4 01/2 4 71/2 71/2 — — Gil 2 32 G 4 N 12.5 K 31-111/2 31-111/2 - 4 — 4 71/2 71/2 G12 2 48 G 6 N 12.5 K 47-111/2 1 — 47-111/2 4 4 71/2 71/2 4831/4 31/2,F 47-113/41 1G13148 G6N125K L14 1 32G4N 12.5 K 31-81/4 31-81 01/2 4 [71/2 71/2 - ___ LE TC Skew RE IC Skew Left End Bearing Seat Slots Iftght End Sewing Seat Slots Left End lop Chad Holes Right End iep d HOIO BRG Seat Eat TCX Depth — I Ito Length Gage Locab- S1 Sin Length Gage SIZE Location S DEN Gage SIZE Location S t ii i Left Right -FS - _DBH _Gap G10 .— ________ - ___i__ — 41/4 I - 13/16 2 5 — 12 0 -13/4 5 - - - Gil 41/4 13/1625 41/4 13/162512 0-13/4 512 0 13/4 5 G12 - 41/4 13/16 2 5 — 41/4 13/16 2 5 12 0-13/4 - 5 12 0-13/4 - 5 41/4 13/16 2 5 8 13/16 2 5 12 0-13/4 5 12 0-31/2 N 4 5 G13 - - 2 1/2 13/16 2 5 41/4 13/16 2 5 12 0 -13/4 5 G14 7d Net Upitl SpecialMdSeE Camber Weight [ Lyy Di. ADLOAD - - - -- I - . - - - pitched Joist Ghlers Mat Depth . Left P.Type 1 Ptth Right Offset Ridge I.nc. 1.00 K GlO G11 -- lOOK 7- G 12 1.00 G13 1.00 K - G14 - B 1.00K A N Space Remarks Shop 0"fer Codas Symbols General NoteslSymbol Definitions Gb 75 4 @80 7-113/4 -rc..'.ase. -o 2001 C.B.C. LIMIT DEFL. TO: LL=L/240, TLU180 DESIGN FOR 1KADLOAD @B.C. Gil 7-11i/4 2@ 8-0 7 -113/4 G12 7-113/4 4@ 8-0 7-113/4 7-113/4 4@ 8-0 8-0 ic-- . G14 7-81/2 2@ 8-0 DETAILER: LUZR. DETAIL CHECKER: DATA PROCESSING: ______ DATA PROCESSING CHECKER: ENGINEER SHOP ORDER ORDER CHECKER:(AF: E. G) C) [I[ifi L JTiTi - - - -; - co - - Zn iI i:3 -----------i T 00 00 IL El - CD CD CD . - - - - - It a - - - - - ------- a . - - = a) 50 a) a) co --- a) Co - -- aL - - - - -i a - - a - - --- - - — - - - - — • - - cn t!!!1 cn IL CA IL ----- ___L_i____! - 1 a iL;IH ItF, co IL R co to 1-TT;g, I I m m —I I— CO —I z co m 11 I- m z 63 m RE 'r , <V ri Li GIRDER BILL OF MATERIAL BACKSHEET COLORCODE ThTNUMBE VU L C RA F T GROUP QUANTITY JOB: PALOMAR POINTE-BLDG. C WHITE SHEET 1 OF 7/512005 15:25 LOC: CARLSBAD, CALIFORNIA PIECE COUNT PRIMER COF0_R J'VuIcraft BOM 7.0 SEQUENCE: RED DESC: 1 GRAY Desigriallon Bottom Chord U O'y Overall Length TCXL TCXR From D Bay Slope AL BRGDOPth HE Volt ---Coed No. Left Right Left Right G15 1 20 G 3 N 10.5 K 21-63/4 21/2 F 21-41/4 4 01/2 71/2 71/2 -__FILE NUAME~E_R W84-05-0056-1 REFER TO DRAWING J-2 :LEexpe RE Seat Slope jHL _ LE IC Skew RE IC Skew Left End Boxing Seat Stein Right End Dewing Seat Slots Left End Top Chtsd Holes Right End Top Clotnt Holes DRO seat Ext TCX Depth N_S Location S —size Gage Location S Size Length Gage SE Location S DBH Gage SIZE Location S -hi-j 4 1/4 13/16 2 5 12 0 -13/4 5 G15 40F ------- NetUplift Special camber Weight FS ICLyyDlstasce tiCLyyOintance ADLOAD - - - PltthedjotstGlidans NO Left Depth P11th Left P.Iype P11th Right Offset Ridge Lao. 1.00 K iiIiiiii ----Q------ iEiIiiT mark A N 5 0 Remarks Shop Order Codes SThb01S General NotestSymbot Definitions G15 7-113/4 1 @ 8-0 5-41/2 SKEW BC4O DEGREES NEAR SIDE@R.E. 2001 C.B.C. LIMIT DEFL. TO: LL#I240, TLU180 DESIGN FOR 1K ADLOAD @ B.C. DETAILER: LUZ R.— DETAIL CHECKER: -_____ DATA PROCESSING: ______ DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER'-HOP ORDER CHECKER"CAF: r FILE NUMBER: W84-05-0056-1 LIST NUMBER:7 'TGOUP JOB NAME: PALOMAR POINTE-BLDG. C RA GIRDER LOAD BACKSHEET Vulcraft BOM 7.0 I G15 ±1.4K I 15-113/4 G15 TCXL UnBorn Load TCXR Uniform lead Load Top Chord Uniform Bottom Chad Uniform ad IC BMW. BC Bond. Main Span Drift Load IL.oad In PiE Main Span IS Load Flood In pijr Mark B A Start Lo B Load V Load V Iran. DInt I/B 5 Shellac. 8 Load C load DIran. Dist G15 __ - Pined Moment Lateral Wornnnt I REQO Loft End Top CPOarJ Axial Load Right End Top Chad Axial Load Mark ght Left Right t E Em I/B w E Em G15 T( 69.0 K TIC 4.7 K MoSrOd of Mar Transfer Knife P1 TIE Loll End Detail 118 Right End Detail LE RE TIC KNIFE T( SHOES I TC=BC _____________ JOIST BILL OF MATERIAL BACKSHEET QUANTITY VULCRAFT GROUP JOB:_____ PALOMARPOINTE-BLDG.C Fil 7/5/2005 15:25 LOC: CARLSBAD, CALIFORNIA BRIDGING Vuicraft BOM 7.0 _______________ CLIP SEQUENCE: RED DESC: JOIST TYPE: L J I 8 I WHITE I SHEET 1 OF 1 I W84-05-0056-1 BTF ECE COUNT PRIMER COLOR REFER TO DRAWING 42 I GRAY J-2 Oty Deignation Overall Length 1CXI. lyp TCXR Typ Base Length Bottom Chord Ext From OAt. ERG DepthL_. Boy Slope HE LE Seat Slope HL RE Seat Slope J HL NO Loft No Rtght Left 1 32 LH 248/128 55-43/4 - Right T20 55-43/4 1 3 3 121 2 32 LH 248/128 55-4314 55-43/4 3 3 122 24 32 LH 248/128 55-43/4 55-43/4 - - 3 3 T23 124 6 9 32 LH 248/128 32 LH 248/128 55-41/4 -_55 4 3/4 55-41/4 55-43/4 - 4 - 3 3 OSHA CJ I LETCSkew RETCSkew I LeffEnd uog beat sbro I z*eat i Bp m10g5rgr0p I , LE Seat pitch N RE Seat — BROSeatEXt TCX Depth a Tin / Vert 7- NS Ktrm -- I___ _____I___ -- -pI __-- U__ IK1[iI ____I__ ______I___-- ___ Net Uplift - Camber PS IC lyp Distance BC Lyy Distance ADLOAD L 120 - 1.00 T21 1.00 T22 1.00 T23 1.00 T24 1.00 Remaska Mak 120 121 +32 PLF @ TC D544 T22 T23 124 11.4K AXIAL @ 4-0 DUE TO KICKER DETAILER: LUZ R. DETAIL CHECKER. DATA PROCESSING: - ..Type L Rtght Leff - ... ___ s-4 - \d .. - JUL Pitched General Notes/Symbol Detintlions 2001 C.B.C. LIMIT DEFL. TO: LLLJ240, TLU180 2 1/2" WOOD NAILER w/#14 SCREWS DESIGN FOR 1K ADLOAD @ B.C. p..,' /2 ( SHOP ORDER CHECKER:/1' CAF: L LI Shop Order Codes j Symbolo DATA PROCESSING CHECKER. ENGINEER: SHOP ORDER: FILE NUMBER: W84-05-0056-1 LIST NUMBER: 8 JOB NAME: PALOMAR POINTE-BLDG. C Vulcraft BOM 7.0 .LCRAFT GROUP JOIST LOAD BACKSHEET - Top Additional Concentrated Loads - Loads Are In Ks - Loads Start At LE Bean Length Arid Are Then Located From Previous Load Mark Load Distrorse Ext Load gistanse Ext Load Dlstan Ext Load Distance Ext Load DiSLoCO - j T22— 123 +1'4 —< - ° T24 Bottom Client Additional Concentrated Loads - Loads Are In Kips - Loads Start At itt Base Length And Are Then Located From Pfeeius Load Mark Load Ext Load Distance Ext Load Dince Ext Load Distance Ext Load Distance I Ext 122 123 124 TCXL Uniform Load TCXR Uniform Load Bottom Chord Uniform Load TC Bend. Bc BMW. — Load In PLF Mark Main Spas Drift Load I Load In P15 — Main Span Drift Load TC-BC - - A Start Lm W Load V Load - 0 Trais. Dint ia A_Emit bc B_Load - CLoad D Iran. Dint T20 121 - T22 E T24 2 _______ Fixed bbnent lateral Moment REOD Left End Top Chord Axial loan Right End Top Chord Axial Load Mattiod of Axial Transfer Knife PL Weed HB Avg Saner pace Mark Left WILeft Right lift W E Em T/B W E Em Tie Left End Detall T18RlghtEnd Detail LE RE itt RE T20 -- - IC 8.0 K TC 10.0K TC TIE PLATE TC SHOES 3.5 0.0 i24i OC 121 IC 8.0 K IC 10.0K IC -TIE PLATE IC SHOES 3.5 0.0 2A-0- OC T22 IC 8.0 K IC 10.0K IC TIE PLATE IC SHOES 3.5 0.0 40 OC 123 IC 801< ______ IC _____ 10.0 K ______ IC TIE PLATE IC SHOES 3.5 0.0 2.4.0 CC -. - ______ - _____ -- _______ - ________ — - ---- — 124 IC . *U IC 8.0K IC SHOES IC TIE PLATE 0.0 3.5 2.0 OC -----. .. JOIST BILL OF MATERIAL BACKSHEET COLOR CODE LIST NUMW VULC RA F T GROUP JOB: PALOMAR POINTE-BLDG. C QUANTITY 9 WHITE SHEET I OF - 7/5/2005 15:25 Vuicraft BOM 7.0 LOC: CARLSBAD, CALIFORNIA BRIDGING CLIP PIECE COUNT PRIMER[O SEQUENCE: RED DESC: JOIST TYPE: I I fl 5 GRAY W84-05-0056-1 J-2 De*nabmMark ________- Overall Length TCXL lyp TCXR Base Length 'k ° Bay Slope HE i Seat Slope J RE Seat Slope H oty _____ T25 126 1 1 1 32 LH 248/128 32 LH 248/128 55-43/4 55 -4 I4 - - 55-43/4 55-43/4 - - 3 3 3 3 T27 128 1 1 32 LH 248/128 32 LH 248/128 32 LH 248/128 4. 14w 54H1 F - 52-41/2 - F F 3 T29 - 42-81/2 3301/2 1 - 3 L.L I___ MEMO ______ mmoo I_- __ U-- - Not Uplift Camber AasSeS PS TC L Distance BC Lyp Distance I Weight DETAILER: LUZR. DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: CAF: FILE NUMBER: W84-05-0056-1 LIST NUMBER: 9 Vulcraft BOM 7.0 JOB NAME: PALOMAR POINTE-BLDG. C .AFT GROUP JOIST LOAD BACKSHEET Top Chord Additional Concentrated Loads - Loads Are In Sips— Loads Start At LE Base Length And Are Then Located From PrevIous Load - Load Distance Ext load Distance Ext Drstmice Ext Load Distance Ext Load Distance Ext ±1.4K 4-0 T27 ----____ -— ±1 -0_—_____—_____- ±1.4K _______________ --____________ - .. .. 129 I fl+ fl• IC O I A I - __________________________ fl I t .,. Mark Distasce Load ------------ Distance Load Distance Ext Load Distance 125 126 T27 128 I 129 ._.. Ofifill I4fi I •IflI ii CIII1.Pl Main Soon Dill I iad I load In PLF TCXI. Uriifmm load I TCXR Uniform oonmnuiao I I TC S.M. I BC BMW. TCBC Fined Moment Lateral Moment REQD ___ Loll End Top Chmd Axial Load Right End Top Chad natal Load Method of Axial Transfer knife Pt. LE Tr Wood HB Avg Same Space tt 24O OC Mark Lelt Left. TIC TW E 8.0 K Em Ith TIC W 10.0 K E TIC TLeftEnd Dolat8 TIE PLATE IC Right End SHOES 3.5 0.0 -- T25 126 IC 8.0 K ____ IC 10.0K TC TIE PLATE TC SHOES ----'c-- 3.5 - 0.0 240- CC ___ - - - 127 TIC 18:0 K TC 10.0 K ______ TIC SHOES TIC _gS - 0.0 -- 0.0 2" CC -- - __ _______ - _______ - - 128 TIC __ 1OOK IC__ 10.0K __ SS TC SHOES T29 IC' 1O K IC 10.0 K IC SHOES IC SHOES 0.0 0.0 H 24.O OC L? 1 - _____ ____ _____ - _____ - - --- - NDP Design Input Page 1 of 2 W84-05-0056 Job Name: Palomar List #: 9 By: WF ..1güration Info Half Panel Layout - __ J End Panel Base Length j' Mark IQty. Panel 'Qty. Panel Qty. Panel Qty. Panel Qty. Panel Max Min Calc. . I 125 1 1 4-11 1 20 14 2 -10 1/2 1 2-10 1/2 1 5-4 1/4 Left Right 55 .' 3/4 26 1 5 - 1 1 2 -0 14 2-10 1/2 1 2 - 8 1/2 1 5 - 4 1/4 Left 55 - 3/4 __________ Right 1 3-3 1 2-0 14 2-10 1/2 1 1 -6 1/4 1 5-4 1/4 Left -4 1/2 Right 52 rT27 28 1 3-0 1 2-0 10 2-101/2 1 2-101/2 1 6-1 42 -8 1/2 Left Right 29 1 4-8 1/4 1 2-10 1/2 6 2-101/2 1 2-10 1/2 1 5-4 1/4 Left Right 33 -0 1/2 2DLocation Mm Var. Panel Top Chord Left V Right V Left Bottom Chord rk Right Pitch Ridge Radius Pitch Ridge Radius T25 3-0 X T26 X X T27 2-6 - X T28 2-6 - X T29 X X Section Data - Bending Secondary TC Hpan Trial Panel TC - BC - Webs Emembers Yield Chord Gap Mark Sec. SLy Sec. SLy Main 2nd IC BC Left Right TC BC Webs TC BC T25 T26 T27 T28 T29 Additional Info Depth at OAL - Unbracength Strut TC Bearing Points BC Bearing Points Base Length Calc. Support Ext. Rev.: 1 Date: 4/27/04 Mark TC BC L R Location Pin Location Pin Left Right T25 - - - - 55 .4 3/4 T26 -- - - 55-4 3/4 T27 - - 52-4 1/2 T28 -- - - 42-8 1/2 T29 - 33-0 1/2 Load Info Conc. Load Location Conc. Load - - - Location Conc. Load - - - Location Conc. Load - Location Conc. Load Location Conc. Load Location Mark T25 TC-XV 52 -10 3/4 T26 TC-XV 52 -10 3/4 T27 TC-XV 49-10 1/2 T28 TC-XV 40 -2 1/2 T29 TC-XV 2 -6 TC-XV 30 -6 1/2 ) r!LJ C3 Fq JOIST BILL OF MATERIAL BACKSHEET QUANTITY VU L C RA F T GROUP JOB: PALOMAR POINTE-BLDG. C Vulcraft BOM 7.0 ______________ CLIP SEQUENCE: RE DESC: JOISTTYPE:I I 7/5/2005 15:25 LOC: CARLSBAD, CALIFORNIA BRIDGING Designation Overall 10 WHITE SHEET 1 OF W84-05-0056-1 BTF 6 GRAY J-2 - lope HI. RE Seat Slope HI. WIITiIi.L9athng Left Riglrt -Mght 4 Overal NO lLength TCXL Typ TCXR Typ Base length Bottom Chad Eat From DAL BRG Depth Bay Slope HE LE Seat S - T30 1 32 LH 248/128 55 -43/4 55-43/4 3 3 - T31 1 32 LH 248/128 55-43/4 55-43/4 3 3 T32 1 32 LH 248/128 4 4-+ffl F - 46-01/4 - 3 3 T34 2 32 LH 248/128 56-103/4 11 F 55 -11 3/4 3 3 [i 321.11248/128 -6413/4 c-4-4F - 54-01/4 - - 33 I rreuo ri I I I OF IC Skew I Loll End Bemtna Seat Sloto I NighT bTO 0031511 SCOT b51 ----- P ___ _I. T _I___m= IIMMIN ____________I_-- ______I -- I -- Net Uplift Camber Saff FS IC ly Distance BC Lyp DIstance ADLOAD 1.00 T30 1.00 T32 ___ --- 1.00 T33 - 1.00 TM 1.00 - - mn Shop Order Codes I Symbols I General Notes/Symbol Detinflions T30 2001 C.B.C. T31 LIMIT DEFL. TO: LL=L1240, TL=L1180 T32 1.4K AXIAL © 4'-0 DUE TO KICKER 2 1/2° WOOD NAILER w/#14 SCREWS T33 1.4K AXIAL @ 4'-0 DUE TO KICKER +32 PLF @ TC c4-o'A I DESIGN FOR 1KADLOAD @ B.C. TM 1.4K AXIAL @ 46 DUE TO KKERg,,y. DETAILER: LUZ R DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER. ENGINEER: SHOP ORDER- SHOP ORDER CHECKE3 CAF: £ r FILE NUMBER W84-05-0056-1 LIST NUMBER: 10 Vulcraft BOM 7.0 JOB NAME: PALOMAR POINTE-BLDG. C /RAFT GROUP JOIST LOAD BACKSHEET I 09 naia ilxollloflal I.0I1omWaIn0 Loads - Lo 5 1110 In 11195 - Lows ixIaiFI L base 10T1951 1100 ND men Locamo morn Previous Load -- Mark LOW Distance Ext Load Distance Ext Load Distance Ext Load Distance 7-5 '1 1 T30 H K 131 7 -5 132 4K r4K 4-0 133 T34 ±1.4K ±1.4K 4-6 - 4-0 - i!Wi Load Distance Ext Bottom Ornid Load MdIBOIIat Concentrated Distance Ext 130 T31 132-- T33 Loads - Loads Em In tops - Loads Load Start At LB Base Length Distance And Ext Em Then Located From Previous Load Distance Load 6F bat Dist -Ext TCXL Unttinin load TCXR Uniform Load Bottom Chord Uniform Load TC IC Bend. Span Drift Load! Load In PIE Main Span Drift Load! Load in PlY 1 T18 A StaitLoc TCBCMark 8Load V Load V Iran. Dist7Iil WStat Lo 8 Load iW V Iron. DInt T30 ___•___ - T31 T32 133 134 Fixed Mament Lateral Moment I RECID Left End Top CtWd Axiat Load lgtrt End Top Chord Axial Load Method of Axial Transfor Knife Pt. - Wood HB Avg Same Space -Mark Loft P1gM W/E Loft P1gM Tie W E Bin TIB Em TfB Left End Detail TIB Right End 130 - - TC _____ 8.0 K ______ TC 10.0 K ______ IC TIE PLATE TC SHOES 3.5 0.0 -u OC - _____ _____ _______ - _______ - _________ - - -. - 131 IC _____ 8.0 K ______ TC 10.0 K ______ IC TIE PLATE IC SHOES 3.5 0.0 24O OC - ______ ______ _______ - ________ - _________ - - -......_ - 132 IC ' ieo K TC 8.0K IC SHOES TC TIE PLATE 0.0 3.5 24 OC 133 T34 IC I 1&0 K IC 8.0 K IC SHOES IC TIE PLATE 0.0 3.5 244 OC —T.el'lOOK __ 1C8.OK__ SHOES TTIEPLAJ - .rW84050056' NDP Design Input Page lof2 Job Name: Palomar List #: 10 By: WF ijiion InfoJ Half Panel Layout .. ___________ End Panel ___________ Base Length 1 f.. Qty. 1 -Panel 5-0 Qty. 1 Panel 2-0 . Qty. 14,2-101/2 . Panel Qty. 1 Panel.' 2 -10 1/2 Qty. 1 Panel 53 .1/4 Left Max . Mm . Calc. 55 -4 3/4 - - - - - - . - - . Right T31. 1 --5-0 1 2-0 14 :2-10112 1 2-101/2 '1 5-3 1/4 Left ." 55 3/4 Right T32 T. 2-10 1 .0-6 1/2 12 2-101/2 1 2-10 1/2 1 5-3 1/4 Left ________ 46 -0 1/4 I - . Right T33 1 3-7 1/2 1 1 -6 14 2 -10 1/2: 1 2-10 1/2 1.- 5-9 1/4 Left 5401/4 Right T34 1 3 -0 1 1 1 -0, 16 2 -10 1/21. 1 1 1 - 11 3/41 1 1 4 -0 Left. - 55 -11"314 . - - -' .Right" 'Mark 2D Location Mm Var. Panel - Top.Chord - __________ . . Bottom Chord __________ Left V Right V Left Right Pitch. Ridge Radius . Pitch Ridge Radius T30. 4-0'. . ,.. T31 4-0 - X' . . . T32 2-0 - X T33 2-6 - -X T34 2-6 - X Section Data' . - . - Secondary.- Bending TC Hpan * 'Trial Panel TC 'BC Webs.: Emembers Yield Chord Gap Mark Sec. SLV Sec. SLV Main 2nd TC BC Left . Right IC BC Webs TC . . BC - T30.- T31 T32, .T33 . . T34 Additional Info Depth at OAL- - Unbraced Length Strut TC Bearing Points BC Bearing Points Base Length Calc. upport Ext. Rev.: I -. Date: 4/27/04 . - Mark -,TC BC ' L R Location Pin Location Pin Left Right T30 - - - - 55 -4 3/4 T31 . - - - - T32 . . . - . - 'I - - -. - 46 -0- 1/4 T33 . . - - - 54-0 -1/4 T34 . - . - - 55 -11 3/4 Load Info .- Conc. ; Load . Location Conc: Load - — - Location Conc. Load — - Location Conc. Load - Loèation Conc.-- Load Location , Conc. Load Location Mark . T30 TC-XV . 52 - 10 3/4 T31 I TCXV 52 -10 3/4 T32 - . .- -. T33-- . ' ., - T34 .. .' . -..-.- __L.J JOIST BILL OF MATERIAL BACKSHEET COLOR CODE LIST NUMBER FILE NUMBER QUANTITY 1 11 VULCRAFT GROUP JOB: 2 WHITE SHEET 1 O 1.: W84-05-0056-1 c/c2' 7/8/20051325 LOC CARLSBAD, CALIFORNIA BRIDGING PIECE COUNT PRIMER COLO REFERTORAWING Vulcraft BOM 7.0 CLIP ,7\ SEQUENCE: RED DESC: JOiSTTYPE:L__J fl. -17 GRAY J-2 jlJ .. CRY DealgnaEon - - -- BollomCtiord Ext From DAL BRGDopthLow TCXR Typl Bass Length TYPO OmallLength Bay Slope HE LE Seat Slope HI. RE Sent Slope Left Righ T35 1 32 LH 248/128 59-41/4 3-51/2F H55-103I4, 21/2 33 - 136 10 32 LH 248/128 59-43/4 3-51/2 . F 55 -111/4 . . 3 3 -- --------- 2--1/2----.. - 137 4 32 LH 248/128 55-41/4 - 55-41/4 - 3 3 138 1 32 LH 248/128 59-43/4 3-51/2 F 55-111/4 . - - - T39 1 32 LH 248/128 - 54-8 - 548 - 1 1/2 - 3 3 HL OSHA CJ LETCSkew RETCSkew Left End Rigt'tEodBealngSea$Slots BP BfldgingClp 'N - LES atpych NRESe Pitch - BRG Seat Eat TCX Depth Tilt /Vmt NS ES NS ES r toclron S Size Length Gage -- t 'finnti ' Gage Type - Spa - F - Left Right left Right v ' - - - - - 13/16 2 _4 1 1 - - - ] - . -. ------- -- i --:— ' V .. . --------------------------__ l3Il624 i .......................-...................... L. ............. -- Net Uplift Camber FS ES IC Lyy Distance BC Lyy Diatoms ADLOAD I - - - L. - - rz - - I - - - - Etched Joists - Weight - L _______- S - - - -- Depth LeB Depth Right PitdfuLeft Plype P,lthR,ghl OflsetRidgeLo J 1.00 KI 3'I• —1 - lOOK,, 1,0OK 91 - . 1.00 K! Remarks T Shop aider Codes Symbols General Notes/Symbol Detnillons 135 1.4K AXIAL @4'-6 DUE TOKICKER 4.• ,- 'L ______ 136 14K AXIAL @4 6DUEIOKICKER - T37 1.4K AXIAL @ 4'-0 DUE TO KICKER 138 -1.4K AXIAL @4'-6 DUE TO KICKER 1+32 PLF@TC Q\ó.A\'\g-%'4 139 :1.4K AXIAL @4 0 DUE TO KICKER I DESIGN FOR 1/2 SHORT BRNG@ R.E. DETAILER: LUZ R. DETAIL CHECKER: - D.L.A. DATA PROCESSING: -. -- DATA PROCESSING CHECKER: T35 136 137 T38 T39 Mat T35 T36 137 T38 139 2001 C.B.C. -- LIMIT DEFL. TO: LL41240, TL=L/180 ___ -- - --------------4 I 2 1/2° WOOD NAILER w/#14 SCREWS -1--- DESIGN FOR 1K ADLOAD @ B.C. - -. - ) Lt - -- ENGINEER: - SHOP ORDER SHOP ORDER CHECKER:F: E FILE NUMBER: W84-05-0056-1 LIST NUMBER: 11 JOB NAME: PALOMAR POINTE-BLDG. C JOIST LOAD BACKSHEET Vuicraft BOM 7.0 - ' Top Chord Addftonal Concentrated Loads - Loads Are In tips- Loads Start At LE Base Length And lar -7 L_rLj_Et Loaf DIAWN e Ext a Ext 4-6 Are Then Located From Previous Load - -- -- Load Dlstance7 Ext 1J 5_L 4-6 L -- __t 138 J.-< 4-6 .. .... ±1.4K 4-0 -..- 139 [_±t ... _T_ _____ ................ 4K .- .............................___ ___ ___ L,LExt: _ -. - --- Bottom Chard AddftonaIConcenotedLoads_ LoadskelnKn - Loads StartAtUE Base -. ----------------... _--- T35------- --_-----..---_. . T36 1------- '------------'----- - -----'H TCBerid. I SC BOW. Main Spas Ml Load ILoad In PL A Start Ion. .1 V Load V Load —H-- H— Left End Top Chad Axial Load 1@o 137 r ..........._.. ...-T T38 --- ---- -. - fromLOad '1 -. -_{TCXLUnThLO[TCXRUfl I Uniform Load T35 1 -------------_L..__...J T36 TY T38 T39 T39 Fixed P.ioment ...I1 Lateral Moment .- -Cott-T35 .............. T36 137 T38 - ........... Right End Top Chard Axial Load IdSthod of Axial Transfer Knife PL i Wood HB Avg Screw Em TIS Left End Oe TIB I I LEE Space 8.0 K T SHOES TIE PLATE 0.0 3.5 i'o oci 8.0 TIC SHOES ITC) TIE PLATE 24 0.0 3.5 - 8.0 K ~TC SHOES LPLATEff1]Et j TIC 0 SHOES _ 430 K i TIC SHOES ITC' PLATE 0.0 t 10 OCI 6.0 nth And Ale Then located From Previous Load Eat - Lend Distance ...Ext --load LLE ____ ..............1--...---.. - - ------ .......................-- - ._- ................ _____ - ---- ............ xt Main Span Dift Load I Load in PLF TCBC DTran.Dist atLc--Lr1 C1iaTj1t ji - L1 <V JOIST BILL OF MATERIAL QUANTITY LCRAFT GROUP JOB: PALOMARPOINTE-BLDG.0 E2] 7/5/2005 15:25 LOC: CARLSBAD, CALIFORNIA Bfii1G _________________ Vuicraft BOM 7.0 SEQUENCE: RED DESC: JOIST TYPE: I CLIP Designation Chord Eid [_] Bottom T TCXI. lcxR Base Length overngth Typ Typ From BRG jDepth Bay Slope HE LE Seat Slope 1H RE Seat Steps H OepB_j TypeThoadlsg -!0— Left Right Left In T40 1 32 LH 248/128 55-9 4 F 55-5 - 71/2 3 3 T41 1 32LH248/128 55-43/4 6 F 54-103/4 33 T42 1 32LH248/128 Mfr I F - 54-111/2 330.3750R 0.3750L 0.3750 H T43 1 32 LII 248/128 5' 41t- H'I2 F 45-31/2 3 3 0.3750 R 0.3750 L 0.3750 H 1T44 1 32 LH 248/128 84 4 1-112 F 35-71/4 12 I WHITE SHEET 1 OF 1 I W84-05-0056-1 BTF :CE COUNT PRIMER COLOR REFER TO DR.AWIN 5 GRAY J-2 OSHACJ I LETCSlcew I RE Skew I Left End Bowing Seat Slats I MgM tnd Bowing Seat SIM BF, Bridging Clip UEI 1 I___ IF ~L _ -- __-- 51F ______I___ I I -- _._j Net Upft Camber FS TC Lyy Distm,ee BC Lyy Distance ADLOAD Might T40 1.00 T41 1.00 142 1.00 143 1.00 T44 1.00 LE Soot Pitch IN I RthSeatPitch I L_BRG Seat Ext TCX Depth Pitched Joists P.emanhs Shop Order Codes Symbols t3j NoluslSymbol Definitions Mark T40 1.4KAXIAL@4'O DUE TOKICKER 17*..it). i.+%&fl 2001 C.B.C. p.5 T41 1.4KA)AL © 4'-0 DUE TO KICKER 1+50 PLF@ IC u\.e\cce\\cto I LIMIT DEFL. TO: LL=L1240, TL=L1180 142 1.4K AXIAL @ 40 DUE TO KICKER 2 1/2 WOOD NAILER w/#14 SCREWS 143 1.4K AXIAL@ 4'-0 DUE TO KICKER DESIGN FOR 1K ADLOAD © B.C. - I T44 1AK AXIAL @ 40 DUE TO KICKER ____ DETAILER: LUZ R. DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER: SHOP ORDER: - SHOP ORDER CHECKE CAF: E. FILE NUMBER: W84-05-0056-1 LIST NUMBER: 12 Vuicraft BOM 7.0 JOB NAME: PALOMAR POINTE-BLDG. C 14FT GROUP JOIST LOAD BACKSHEET Top C?lcrd Additional concenflated Loads - Loads Are In rips - Loads 5131 At It lasso Length And NO Then Located From Previous Load mark 1. Load Distance Ext Load Dista Ext Law Distance Ext Load Disloa. Ext ad -Et T42 ±1.4K 4-0 143 ±1.4K 4-0 144 Bottom Chad Additional Uncm*atDd Loads - Loads Are In Alps - Loads Start Al LE Base Length And Ale Then Located From Previous Load - Mark Load Distance Eat Load Distance Ext Load Distance Eat Load - Cinlance Ext Load Dinta r 140 141— 142 143 144 ICXL Unilteni Load TCXR Unifll(tn Load BOlIWn Chad UnIIOThLO Allend. BC Bend Main Spax Drift Load I Load in PLF Main Span Drffi load! Lead In PLF mark YAs Ar Stat Lo 0 Iron. Dint T40 8 Load C Load D Tom. Dint Th AStaiLo t CLoad Fixed Moment T44 ___ Latasl Moment I REaD Left End Top Chord Axial Load Right End Top Chord Axial Load - Mott Mai ___ KnIfe P1 Wood HB Avg Same Space Mat Left RJMW Left Rt9td TIB W E Ens 118 W S Sin Mi LofiEnd _ TIB gMEnd TC 10K IC 96.0 K TIC SHOES TIC TIE PLATE 0.0 13.0'4b oc - IC 10.0-K TIE PLATE T41 _____ IC ___ 8.0 K ____ IC SHOES TI' 0.0 3.5 2tT-OC 142 TIC i2K IC 8.0 K TI' SHOES TIC TIE PLATE 00 35 24OOC 143 ______ IC _____ 8.0 K ______ IC SHOES IC TIE PLATE 0.0 3.5 242 CC - _____ _______ - _____ _____ _______ - -.-. - T44 TCcOK IC__ 8.0K __ TCQES TCTIE PLATE 3524,OOC rIL..I /' -u L C RA F T GR OUP 7/512005 15:25 JOIST BILL OF MATERIAL JOB: PALOMAR POINTE-BLDG. C LOC: CARLSBAD, CALIFORNIA BACKSHEET QUANTITY BRIDGING COLOR CODE LIST NUMBER 13 WHITE SHEET 1 OF 1 -w - PIECE COUNT PRIMER COLOR Vuicraft BOM 7.0 CLIP SEQUENCE: RED DESC: JOISTTYPE:L 1 Ti 4 GRAY W84-05-0056-1 J-2 Mark 0tY &-4-t1 TCxI. Typ TCXR BotbNm Chord Ext From DAL C Depth Bay Slope HE LE Seat Slope H RE Seal Siope H Depth j Type 145 1 32 LH 248/128 4-91-' F 26-71/2 4 3 3 T46 1 32 LH 248/128 4.41t F 1 1631/4 T47 1 32 LH 248/128 6-8-3I4- 4. 4-41r F 6-71/4 3 3 148 1 32 LH 2481128 55-43/4 6 F 54 -103/4 13 3 - - - TCX Depth -- OSHA CJ I LE IC Skew f RE IC Skew ( Left End Skiing SOOt smfs - -- - _!!ht Eli °°!f - I RP °9 CUP PitchN LE Seat Sold___ BRG Seat Ext ______I -- F1IEKThIIIEI -- ______I___ I -- I -- ______I___ ______I___-- ______I___-- _____. -- --- Left 9 JUL 2 Z IC Lyy Diatance BC Lyy Distance ADIOAD 1.00 1.00 1.00 1.00 Pitched Joists DETAILER: LUZ R. DETAIL CHECKER: DATA PROCESSING: DATA PROCESSING CHECKER: ENGINEER- SHOP CAF: FILE NUMBER W84-05-0056-1 LIST NUMBER 13 .. - JOB NAME PALOMAR POINTE-BLDG C 1?dUP•'- - - - - JOIST IOADBACKSHEET Vuicraft BOM 7.0 -U • To dAddulionalConcenfrnted Loads - LoadsAinin Rips - Leads StmtAlLEBase Length AndPje Then Located From sLoad ____________ p!re Ext 4K' 4 41/2 Load Distance Ext Load Distance Ext Load Distance -°ad _____Ys-tanw FA t14K - 4 0 ±14K /40 H ___________ -- •. Bottom Chord 1.41K -4 -0 . -.. Stmt At LE Base Ltnjsi Are Then Located From Pssvlox.s __ .oad Additional Concentt ___ LoadsLoads - Loads Ass In Rips - — Lo ___ Mart Load Distance Ext Load Distance Ext Load - Load Distance DIs bm Ext 145 146 T47 T48 TCXLUmfmrn Load 1CXRUnrtmmLoad Bat?OIfl UnSent, Load 146 TC Bend. 8C Bend. — Lln Span Drift Load I Load In PLF - - Main Span Drift Load Load In PI.F 1CBC mark - A SImS Loc. B Load V Load 0 Tron. Dint 78 - A StmtLo 8 Lead C• Load D1ran6ixt T45 147- Fixed Moment 1a1ga1 Momeld RE(D Left Errd Top Ciriad Asisi Load lttght End Top Chord Asia? Load - .Mofliod of Axial Transfer -. KatIe Pt — Wood 148 . Avg Snow Space Mark Left iii5tri Left 118 W E Em W E Fin 118 Left Bid DetmiTlb RlgtitEnrt IC 145 '-0._K IC - 8.0 K IC SHOES IC TIE PLATE - 0.0 3.5 . Oc T46 . . c 18K __ 8.0K IC SHOES ICTIEPTh 24OC 147 TIC iO.OK IC' 80K IC SHOES TIC C TIE 148 — IC C4 80K IC 80K IC SHOES TIC C TIE —J. "'ENDPANE'IAbLL IANU DETAIL 2 '(Vn YIF DETAIL K—SERIES (ANGLE WEB), LH SERIES, AND JOIST GIRDERS OVERALL LENGTH BASE LENGTH AUXILIARY WEB 4DETAIL 2 81AUXILRY WEB V2 /5 \6 JV3 ^8111 I /AR 7P Vn R DETAIL DETAIL 5_3 DETAIL 7J DETAIL _Li DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1 DETAIL I DETAIL 1 DETAIL 1 :t~ e-I M~ JE kJL J____ ANGLE ANGLES DETAIL 1 (KNIFE PTE) DETAIL 1 (KNIFE PTE) DETAIL 2 DETAIL ROUND ROD 1 ANGLE 2 ANGLES 1 ANGLE 2 ANGLES 1 ANGLE I ANGLE 1 ANGLE 2 ANGLES ANGE cc/c ANGLES V L2 DETAIL 3 DETAIL 3 DETAIL 3 2 ANGLES 2 ANGLES ANGLES 1 ANGLE 2 ANGLES 2 ANGLES [>7 [> DETAIL 3 DETAIL 4 1 ANGLE DETAIL 4 DETAIL 4 ANGLE 2 ANGLES 1 ANGLE 2 ANGLES 1 ANGLE 2 ANGLE -j/" 2 ANGL OANGL""" Id , DETAIL 5 > DETAIL 5 V V DETAIL 5 DETAIL 5 'I AtdI CC DETAIL 8 LJt.IAIL / 1 OR 2 ANGLES (AUXILLARY WEB) DETAIL 9 DETAIL 6 1 OR 2 ANGLES (AUaLLARY WEB) J. DETAIL 9 STEEL- WOOD HYBRID PROJECTS ONLY STANDARD NAILER ATTACHMENT I PLAN MEW NAILER SCREW SPACING SHOP INSTALLED 5" mm ASTM A449/SAE GRADE 5 *AVE ,, ,, #14 WOOD SCREWS WOOD NAILER SCREW SCREW SCREW 9/32' DIA. L 14 1/2" or 1 3/4" 2 X AVE PAGE / SPACE 2" mm w/2 /2" NAILER - I k,, 14 X 1 3/4" mm w/1 3/4" NAILER IN TOP CHORD -7I+ ASTM A449/SAE GRADE 5) 2 X AVE 1/ 2 X AVE 1' SCREW SCREW I \—JOIST TOP CHORD SPACE SPACE AVG SCREW SPC = 12" MAX K—SERIES (ROD WEB) JOISTS NUMBER OF INTERIOR I 12 —DETAIL 14 1—DETAIL 16 DETAIL 18 I -AUXILIARY WEB DETAIL 11 ,DETAIL 13—' DETAIL 15—' DETAIL 17 LAUXILLARY WEB PER SHOP ORDER I MIN PER SHOP OR( DETAIL 11 () - DETAIL 11 (b) DETAIL 11 (c) DETAIL 11 (d)_ - /7 K ROUND- ROD /7 ROUND ROD\J \\ // \\ - ROUND ROD j/' f 6" ROUND ROD DETAIL 12 DETAIL 13 DETAIL 14 DETAIL 15 (AUXILLARY WEB) OR 2 ANC' ES ROUND ROD OR2ANGLES DETAIL 16 - DETAIL 17 DETAIL 18 (AUXILIARY WEB) 3-0 2-3 I Lo BCXL BCXR 0=32 0/0 4-3 . 8 @ 2-8 I I - BASE LENGTH = 31.--10 3/4 32G4N13:5K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0. TOP CHORD 2. L 3.50X3.50X0.313 TCXR = 0- 0 0/0 LSEAT L 3.50X3.50X0.313 RSEAT L6.00X4.00XO.500 BCXL = 4- 2 1/2 BOTTOM CHORD 2 L 3.00.X3.00XO.281 BCXR = 3-11 3/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.50X2.50X0.250 15.2X.187 7R 2B L 1.50X1.50X0.138 5.8X.138 2DL I L 1.50X1.50X0.I38 2.OX.138 V4 I L I.50X1.50X0.138 2.0X.138 3 2B L 2.00X2.00XO.I63 9.8X.I63 6R I L 2.00X2.00XO.I87 4.4X.I87 4 2B L 2.00X2.00X0.I87 11.6X.I87 5R 2B L 1.50X1.50X0.138 6.OX.I38 V2 2B L 1.50X1.50X0.I38 7.IX.I38 G V5 28 L 1.50X1.50XO.I38 7.IX.138 G 5 2B L I.50X1.50X0.138 6.OX.I38 4R 2B L 2.00X2.00XO.I87 11.5X.I87 6 1 L 2.00X2.00XO.I87 4.4X.187 3R 2B L 2.00X2.00XO.163- 9.8X.163 V3 I L I.50X1.50X0.138 2OX.I38 V6 I L 1.50X1.50XO.138 2.0X.138 7 2B L 1.50X1.50XO.138 5.9X.138 2R 2B L 2.50X2.50XO.250 15.3X.I87 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC V CONC 2.00/0.00 K 15-11 0/0 13.50/6.75 K 7-11 0/0 15-11 0/0 23-11 0/0 ADDLOAD 1.0/0.0 (PPS:. TC=13, BC=6). . AXIAL (TC) ±69.0 K T I PALOMAR POINTE MARK: GI W84-05-0056-01 LIS WED, 20-JUL-2005 08: 08: 13 4-1 4-1 I I 3-10 3/4 3-10 3/4 ru BCXL - BCXR 0=48 0/0 7-0 6 @ 4-0 LJ 7-0 U 0-11 3/4 0-11 3/4 BASE LENGTH = 39-11 1/2 48G5N13.5K CHORD. FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.50X3.50X0.313 TCXR = 0- 0 0/0 LSEAT L6.00X4.00XO.500 RSEAT L6OOX4.00XO.500 BCXL = 6- 8 0/0 BOTTOM CHORD 2 L 3.00X3.00XO.281 BCXR = 6- 8 0/0 WEB QTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 2B L 2.50X2.50XO.250 20.4X.187 V3 I L 1.50XI.50X0.138 2.OX.138 2DL I L 1.50XI.50X0.170 2.OX.170 ER 2B L 2.00X2.00XO.137 5.OX.I37 3 2B L 2.00X2.00XO.213 10.3X.187 5R 2B L 2.00X2.00XO.213 7.3X.187 4 2B L 1.50X1.50X0.138 10.OX.I38 V4 I L 1.50XI..50X0.I38 2.OX.I38 V2 I L I.50X1.50X0.I3B 2.OX.I38 4R 2B L 1.50XI.50X0.138 10.OX.138 5 2B L 2.00X2.00XO.213 7.3X.187 3R 2B L 2.00X2.00XO.213 10.3X.187 6 2B L 2.00X2.00XO•I37 5.OX.137 2DR I L 1.50X1.50XO.170 2.OX.1.70 2R 2B L 2.50X2.50XO.250 20.4X.I87 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC V CONC 13.50/6.75 K 7-11 3/4 15-11 3/4 23-11 3/4 31-Il 3/4 ADDLOAD 1.0/0.0 (PPS: TC=ll, BC=5) AXIAL (TC) ±69.0 K MARK: G2 WB4T05-0056-01 LIST I PALOMAR POINTE WED, 20-JUL-2005 08: 08: 13 2-6 1-10 3/4 0=32 0/0 5-0 16 @ 2-10 1/2 3-0 BASE LENGTH = 57- 4 3/4 32LH248/I28 CHORD FY = 50. KSI WEB FY = 50. KSI = 0- 0 0/0 TOP CHORD 2 L 2.00X2.O0XO.250 TCXR = 0- 0 0/0 WEB 2 VI 3 4 V2 5 6 V3 7 8 V4 9 10 VS 11 TCXL LSEAT BCXL OTY 2B L I L I L I L I L I L I L I L I L I L I L I L I L I L I L DESIGN DEFL LIMITS LEFT RIGHT MAIN RSEAT L 2.00X2.00XO.137 2 L 2.OQX2.00XO.200 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE hR I L 1.50XI.50X0.I15 2.OX.II5 V6 I L 1.25X1.25X0.II1 2.OX.I1I IOR I L 1.25X1.25X0.111 2.4X.1I1 YR I L 1.50X1.50XO.I38 2.OX.I38 V7 I L.I.2SXI.25X0.111 2.OX.I11 8R I L I.25X1.25X0.111 3.2X.111 7R I L 2.00X2.00XO.137 .3.IX.137 V8 I L 1.25X1.25X0.111 2.OX.I1I 6R I L 1.50Xf.50XO.138 3.7X.138 5R 1 L 2.00X2.00XO.137 4.3X.137 V9 I L I.25X1.25X0.I1I 2.OX.III 4R I L I.50XI.50XO.I70 3.9X.170 3R I L 2.00X2.00XO. 163 3.4X.163 2DR I L 1.25X1.25X0.I11 2.OX.11I 2R I 7/8 ROUND 2.6X.304 REQUIREMENTS L2.00X2.00XO.250 = 0- 7 0/0 BOTTOM CHORD SIZE WELD SIZE 1. SOXI . 50X0. 138 7. 8X. 138 1.25X1.25X0. 111 2.OX. 111 2.00X2.00XO.213 2.8X.187 I.50X1.50XO. 170 3.5X.170 1.25XI.25X0.11I 2.OX.I11 2.00X2.00XO.137 3.7X.137 1.25X1.25X0.III LI .OX.111 I .25X1 .25X0.III 2.OX.III 2.00X2.00XO.137 2.6X.137 1.25X1.25X0. 111 2.6X.111 1.25X1.25X0.II1 2.OX.111 1.50X1.50X0. 115 2.OX. 115 I. 25X1 . 25X0. III 2. 4X. 111 I. 25X1 . 25X0. III 2. OX. III 1.50XI .SOXO. 115 2. OX. 115 TOTAL 180 LIVE 240 MAIN IC UNIFORM 248/ 128 PLF 57- 4 3/4 TC V CONC 0.30/0.00 K 55-11 1/4 ADDLOAD 1.0/0.0 (PPS: TC=21, BC=10) AXIAL (TC) E10.0 K MARK: TI W84-05-0056-01 LIST 2 PALOMAR POINTE THU, 21-JUL-2005 15: 04: 28 5-0 I 1201 2-6 1-0 3/4 0=32 0/0 5-0 16 @ 2-10 1/2 3-0 Li • 2-0 1-4 3/4 BASE LENGTH = 57- 4 3/4 32LH248/128 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.50X2.50X0.212 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00XO.250 RSEAT L 2.50X2.50XO.197 BCXL = 0- 70/0 BOTTOM CHORD 2 L 2.00X2.00XO.232 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.50X1.50XO.115 10.5X.115 lIP I L I.50X1.50X0.115 2.OX.II5 VI I L I.25X1.25X0.I1I 2.OX.I1I V6 I L I.25X1.25X0.III 2.OX.II1 3 2B L I.25X1.25X0.1II 5.3X.III IOR I L I.25X1.25X0.III 2.4X.II1 4 1 L I.50XI.50X0.I70 3.9X.170 9R I - L 1.50X1.50X0.I70 2.OX.I70 V2 I L I.25X1.25X0.III 2.OX.III V7 I L I.25X1.25X0.Ill 2.OX.III 5 1 L 2.00X2.00XO.I37 4.2X.137 BR I L 1.25X1.25X0.IlI 3.5X.III 6 I L I.25X1.25X0.II1 4.4X.III 7R I L 2.00X2.00XO.I37 3.5X.137 V3 I L I.25X1.25X0.111 2.OX.III V8 I L I.25X1.25X0.111 2.OX.II1 7 1 L 2.00X2.00XO.137 2.9X.137 6R I L I.50X1.50X0.I38 4.IX.I38 8 1 L I.25X1.25X0.1II 2.8X.III 5R I L 2.00X2.00XO.I63 4.OX.163 V4 I L I.25X1.25X0.1II 2.OX.III V9 I L I.25X1.25X0.III 2.OX.III 9 1 L I.50XI.50X0.II5 2.OX.II5 4R I L I.50X1.50X0.I70 4.4X.I70 10 1 L I.25X1.25X0.III 2.4X.III 3R I L 2.00X2.00XO.187 3.3X.I87 V5 I L 1.25X1.25X0.III 2.OX.III 2DR I L I.25X1.25X0.III 2.OX.III II I L I.50X1.50X0.II5 2.OX.•II5 2R I 7/8 ROUND 2.9X.304 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN IC UNIFORM 248/ 128 PLF 57- 4 3/4 ADDLOAD 1.0/0.0 (PPS: TC=21, BC=10) POS DRIFT 32./ 32.PLF LENGTH 57- 4 3/4 STARTS 0- 0 0/0 AXIAL (IC) ±10.0 K MARK: T2 W84-05-0056-0I LIST 2 PALOMAR POINTE THU, 21-JUL-2005 15: 04: 28 5-0 2-0 I 5-0 2-6 1_tic 34 1 0=32 0/0 16 @ 2-10 1/2 3-0 TCXL = L SE A I BCXL = WEB QTY 2 2B L I VI I L I 3 1 L2 4 I Li V2 I L I 5 I L2 6 1. Li V3 I L I 7 1 L2 8 1 L V4 I L I 9 1 L 10 1 L I VS I L I Ii I L I BASE LENGTH = 57- 4 3/4 32LH248/128 CHORD FY = 50. KSI WEB FY = 50. KSI 0- 0 0/0 TOP CHORD 2 L 2.00X2.00XO.250 TCXR = 0- 0 0/0 L 2.00X2.00XO.250 0- 7 0/0 BOTTOM CHORD SIZE WELD SIZE 50X1. .50X0. 138 7.8X. 138 25X1 . 25X0. III OX. III 0OX2.00XO.213 2.8X. 187 SOXI . 5OXO. 170 5X. 170 25X1 . 25X0. III 2. OX.111 00X2 . OOXO. 137 3 . 7X. 137 25X1 . 25X0. III 3.9X.111 25X1 . 25X0. III 2. OX. III 00X2.00XO. 137 2.6X.137 25XI .25X0. III 2.6X.111 25X1 . 25X0.III 2. OX. III 50XI.50XO.115 2.OX.115 25X1 .25X0. 111 2.4X.111 25X1 .25X0. 111 2.OX. 111 50X1.50XO.1I5 2.OX.115 DESIGN RSEAT L 2.00X2.00XO.I37 2 L 2.00X2.QOXO.200 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE hR I L I.50XI.50XO.115 2.OX.115 VE I L I.25X1.25X0.III 2.OX.111 IOR I L I.25X1.25XO.III 2.4X.II1 9R I L I.50XI.50XO.I38 2.OX.I38 V7 I L 1.25X1.25X0.III 2.OX.III 8R I L 1.25X1.25X0.III 3.2X.1II 7R I L 2.00X2.00XO.I37 3.IX.137 V8 1 L I.25X1.25X0.I11 2.OX.III 6R 1. L I.50XI.50XO.I38 3.7X.I38 5R I L 2.00X2.00XO. 137 4.3X.137 V9 I L I.25X1.25X0.III 2.OX.I11 4R I L I.50XI.50XO.I70 3.9X.170 3R I L 2.00X2.00XO.I63 3.4X.163 2DR I L 1.25X1.25XO.I11 2.OX.III 2R 1 7/8 ROUND 2.6X.304 REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 57- 4 3/4 ADDLOAD 1.0/0.0 (PPS: TC=21, BC=I0) AXIAL (TC) ±10.0 K MARK: T3 W84-05-0056-0I LIST 2 PALOMAR POINTE THU, 21-JUL-2005 15'.04:28 5-0 2-0 BCXL 0=32 0/0 5-0 L_J 16 @ 2-10 1/2 2-0 BASE LENGTH = 57- 4 1/2 2-6 1-0 1/2 3-0 SIZE WELD SIZE 50X1 . SOXO.I38 7. 8X.138 25X1 .25X0. III 2.OX. III 00X2 . OOXO .213 2. 8X. 187 50X1 . SOXO.I70 3.5X.170 25X1 . 25X0 .111 2. OX. III 00X2.00XO.I37 3.7X.I37 25X1 .25X0. III 3.9X.111 25X1 . 25X0. III 2. OX. III 002. OOXO. 137 2. 5X. 137 25X1 .25X0. III 2.5X.111 25X1 .25X0. III 2.OX. III 50XI.50XO.1I5 2.OX.115 25X1.25X0.II1 . 2.4X.I1I 25X1 .25X0. 111 2.OX. III 50X1.50XO.I15 2.OX.I15 DESIGN 32LH248/I28 CHORD FY = 50. KSI WEB FY = 50. KSI 0- 0 0/0 TOP CHORD 2 L 2.00X2.00XO.250 TCXR = 0- 0 0/0 - L 2.50X2.50X0.250 4- 8 0/0 BOTTOM CHORD RSEAT L 2.00X2.00XO.I37 2 L 2.00X2.00XO.200 BCXR= 0- 7 0/0 WEB QTY SIZE WELD SIZE IIR I L I.50X1.50XO.115 2.OX.II5 VS I L I.25X1.25X0.III 2.OX.III lOP I L I.25X1.25X0.I11 2.4X.III 9R I L I.50X1.50X0.I38 2.OX.I38 V7 I L I.25X1.25XO.III 2.OX.1II 8R I L 1.25X1.25X0.III 3.2X.II1 7R I L 2.00X2.00XO.137 3.IX.I37 V8 I L 1.25X1.25X0.lII 2.OX.1II 6R. I L I.50XI.50X0.I38 3.7X.I38 5R I L 2.00X2.00XO. 137 4.3X.137 V9 I L I.25X1.25X0.III 2.OX.III 4R I L I.50XI.50X0.I70 3.9X.I70 3R I L 2.00X2.00XO.163 3.4X.I63 2DR I L I.25X1.25X0.l1I 2.OX.II1 2R 1 7/8 ROUND 2.6X.304 REQUIREMENTS TCXL = LSEAT BCXL = WEB QTY 2 2B L I VI I L 3 I L2 4 I L V2 I L I 5 I L2 5 I L V3 I L 7 I L2 8 I L V4 I L 9 I L I 10 I L VS I L II I L DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE. 240 MAIN TC UNIFORM 248/ 128 PLF 57- 4 1/2 ADDLOAD 1.0/0.0 .(PPS: TC=21, BC=I0) AXIAL (TC) ±10.0 K . . MARK: T4 W84-05-0055-01 LIST 2 PALOMAR POINTE THU, 21-JUL-2005 15: 04: 28 5-0 I 2-6 12_Ol 1-10 3/4 0=32 0/0 5-0 16 @ 2-101/2 3-0 BASE LENGTH = 57- 4 3/4 32LH248/1.28 CHORD FY = 50. KSI WEB FY = 50. KSI = 0- 0 0/0 TOP CHORD 2 L 2.50X2.50X0.212 TCXR 0- 0 0/0 L 2.00X2.00XO.250 RSEAT L 2.50X2.50X0.I97 = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.213 BCXR = 0- 7 0/0 SIZE WELD SIZE WEB QTY SIZE WELD SIZE 1.50XI.50X0.115 10.OX.115 hR I LI.SOXI.50X0.115 2.OX.115 1.25X1.25X0.hII 2.OX.I1I V6 I L I.25X1.25X0.I11 2.OX.1I1 2.00X2.00XO.213 3.OX.187 IOR I L I.25X1.25X0.Ih1 2.4X.111 1.50XI.50X0. 138 4.6X.138 YR I L 1.50X1.50X0. 138 2. IX. 138 1.25X1.25X0.III 2.OX.III V7 I LI.25X1.25X0.IhI 2.OX.11I 2.00X2.00XO.137 4.OX.137 BR I LI.25X1.25X0.IhI 3.4X.III 1.25X1.25X0.III 4.2X.1II 7R I L2.00X2.00XO.137 3.3X.I37 1.25X1.25X0.I1I 2.OX.III V8 I L I.25X1.25X0.II1 2.OX.1I1 2.00X2.00XO.137 2.8X.I37 BR I L 1.50XI.50XO.I15 4.7X.115 1.25X1.25X0.111 2.7X.III 5R I L2.00X2.00XO.I63 3.8X.163 1.25X1.25X0.1II 2.OX.III V9 1. L I.25X1.25X0.III 2.OX.III 1.50X1.50XO.II5 2.OX.115 4R 1. L 1.50X1.50X0. 170 4. IX. 170 1.25X1.25X0.111 2.4X.1II 3R 1 L2.00X2.00XO.I87 3.IX.187 1.25X1.25X0.I1I 2.OX.1II 2DR I L I.25X1.25X0.III 2.OX.III 1.50XI.50XO.II5 . 2.OX.115 2R 1 7/8 ROUND 2.7X.304 DESIGN REQUIREMENTS TCXL LSEAT BCXL WEB OTY 2 28 L VI I L 3 I L 4 I L V2 I L 5 I L 6 I L V3 I L 7 I L 8 I L V4 I L 9 I L 10 I L V5 I L 11 I L DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 57- 4 3/4 ADDLOAD 1.0/0.0 (PPS: TC=21, BC=10) POS DRIFT I7./ I7.PLF LENGTH 57- 4 3/4 STARTS 0- 0 0/0 AXIAL (TC) ±10.0 K MARK: T5 W84-05-0056-0I LIST 2 PALOMAR POINTE THU, 21-JUL-2005 15: 04: 28 F-U10 b, Ui P3 111 oJ 21 o i I I I I I IFo a > > m ii rn -<flU)fl F-A Z I xfll>< 0> nrrn i- i- i- i- i- i- r->17- . 17- - I- - C-) - i-L i- i- t i Ri I - P3 I - - Ri I - - II II -H fl0 7;fl>CF--*--1 U]R)RJU1R)PJQRiPJO1001OPULfl i-- DZ<>- OU]U1OU1U1001U1OU100U1O 0 0 o'-mi-u xx><xxx><><x><xxx><>< iroi F- 71 i- i- i- P3 I- P3 I Ri I - U) 00 I-i-JO0 >JJ U]P310U]10RiOI1J100r3U10roU1N4 0 G I- 000000001U10000010rr10X0 P1 ><X ><><XXXXX><><><>< fl 0000(D0000000000 CD. Q -I 0 FU I-s I-s I-s i-s Ri 0 CID Ri M I- I- I I Ui i Ui i I - Ui >< 0J - U] Uh- 0U-0D co D 0 C) C. I -H10 • - -HU1 o- zoo, Ri P310P3P310P3P3R)WWR)W10RiJP1X r 0J ...............i 0 10>000Q 0(flJ0U1fl00JDC) , U) cx- x<xxx><x><><><<>< I lii Cl) fl (D0 Z r, U) 0 r—i -n II I-s I- I I I )- I I I- II JJ _• _ 0 -, m -I 0-JI-QJfl1 r r, Z C-) C) 11U] Ri 1U-J r---<' 0 rüii QJ JD00-nl10 r-. flu :o JJ -TI M • Il 0 rn FU 4 -HPJ ••<• 0 Ui • rnni-innni-nni- 0 • C) Ri RI I - I RI I - i- I I 0 J . U) LTIM O10OU1R)OU1RiOR)1UU1RJI]iU1 Pill] OCD CU100U100U1OU1U1001U1O 0)> ZXXXX><><><><)<><>< 0-H II 000000U]0U]U]OU1U]0m OJ -H XXX)<><X><X><><><><>< orlon 00000000000000 ><. >< Ul D30:0 Q I- I- I I• I- I- I t I I- F- }- 0 ii >< 117; W0 0J-U1 P3 000 'CI >< 1010WW10Ui10WWP3P010P010m 00 0]00UiJ0I-Ri0CJ(DCD oo ><><><><><x)<><x><><xx)<>< Ui U)QQ ouuwu-- wo co-uim QJ c1 D 0 Lfl c 0 Ui — 4* Ln (r 0 * VI 0 0 0 0 0 -o > 0 > JJ 10 C- r:i 0 0 U] TC EXTRA 4-3 1/2 WEBS 3-0 3-8 3/4 2-6 TCXL j z > > co m 0=36 0/0 4-0 16 @ 2-7 3-8 3/4 BASE LENGTH = 52- 6 /4 36LH248/I28 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 112 TOP CHORD 2 L 2.00X2.00XO.187 TCXR = 0- 0 0/0 LEMEM L 2.00X2.00XO.I87 3- 7 0/0 RSEAT L 2.00X2.00XO.250 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.1.63 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L I.25X1.25X0.III 8.4X.1II G II I L I.50X1.50X0.115 2.OX.II5 2DL I L I.50X1.50X0.II5 2.OX.I15 hR I L I.50X1.50X0.115 2.OX.II5 VI I L I.25X1.25X0.11I 2.OX.11I V6 I L 1.25X1,25X0.hII 2.OX.III 3 1 L 2.00X2.00XO.I63 2.8X.163 lOP I L 1.25X1.25X0.III 2.4X.III 4 1 L I.50X1.50X0.I38 3.7X.I38 9R I L 1.50X1.50XO.115 2.OX.115 V2 I L I.25X1.25X0.iII 2.OX.I11 V7 I L I.25X1.25X0.III 2.OX.III 5 I L 2.00X2.00XO.I37 3.3X.I37 8R I L I.25X1.25X0.III 2.4X.III 6 I L I.25X1.25X0.III 3.5X.I1I 7R I L I.50X1.50XO.I70 2.OX.I70 V3 I L I.25X1.25X0.III 2.OX.III V8 I L I.25X1.25X0.IlI 2.OX.III 7 I L I.50X1.50X0.I70 2.OX.I70 6R I L I.25X1.25X0.III 3.4X.III 8 1 L I.25X1.25X0.III 2.4X.III SR I L 2.00X2.00XO.I37 3.2X.I37 V4 I L I.25X'.25X0.III 2.OX.III V9 I L I.25X1.25X0.III 2.OX.1II 9 I L I.50X .SOXO.II5 2.OX.II5 4R I L I.50XI.50X0.I38 3.7X.138 10 1 L I.25X .25X0.III 2.4X.I1I 3R 2B L I.25X1.25X0.hII 5.OX.II1 VS I L 1.25X .25X0.III 2.OX.III VIO I L I.50X1.50XO.115 2.OX.II5 2R 2B L I.25X1.25X0.hII 6.9X.II1 MARK: T7 W84-05-0056-0I LIST 3 PALOMAR POINTE THU, 21-JUL-2005 IS: 14: 46 7 1. - DESIGN REQUIREMENTS ---STANDARD CASE DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 0- 3 1/2 MAIN TC UNIFORM 248/ 128 PLF 52-%6 3/4 TC V CONG 1.40/0.00 K 4- 0 0/0 ADDLOAD . 1.0/0.0 (PPS: TC=22, BC=10) AXIAL (TC) ±11.4 K ---SPECIAL CASE #'I UP LOADS MAIN TC V CONC -1.40K 4- 0 0/0 MARK: T7 84-05-0056-01 LIST 3 PALOMAR POINTE 21-JUL-2005 15: 14: 46 36LH248/I28 CHORD FY 0- 4 0/0 TOP CHORD 2 L L 2.00X2.00XO.I87 3- 2 3/8 0- 7 0/0 BOTTOM CHORD 2 SIZE WELD SIZE 50XI.50XO.I38 10.4X.I38 6 25X1.25X0.II1 4.8X.IIIG 25X1.25X0.I11 2.7X.IIIG 25XI.25X0.II1 3.3X.I1IG SOXI .50X0. 115 5.7X.115 SOXI .5OXO. 138 4.4X.138 25X1 .25X0. III 2.OX. III 00X2.00X0.I37 3.9X.I37 25X1 .25X0. III 4.2X.111 25X1.25X0.III 2.OX.III 00X2 . OOXO. 137 2. 9X. 137 25X1.25X0.III 2.9X.111 25X1 . 25X0.III 2. Ox. III SOXI . 50X0. 138 2. ox. 138 25X1. 25X0. III 2.4X.111 25X1. 25x0.I1I 2.0X;111 50xI.50xo.115 2.Ix.II5 TCXL = LEMEM BCXL = WEB QTY 2 2B L I 1T1 2B L I IT2 2B L I VI 2B L I 3 2B L I 4 1 L V2 I L I 5 I L2 6 1 L V3 I L I 7 1 L2 8 1 L V4 I L I 9 I L 10 1 L I VS I L I 11 I .L I C 2-10 EXTRA WEBS 0-7 14 2-6 I 07I 1/4 TCXL 3-B 3/4 2-6 0=36 0/0 5-4 18 @ 2-7 B 3/4 BASE LENGTH =. 60- 6 3/4 = 50. KSI WEB FY = 50. KSI 2.50x2.50xo.212 TCXR = 0- 0 0/0 RSEAT L 2.00x2.00xo.250 L 2.00x2.00xo.232 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE 12 I L 1.50xI.50x0.II5 2.Ix.II5 V6 I L 1.25xI.25xO.I11 2.Ox.III 12R I L 1.25xI.25xO.I11 2.4x.III hR 1 L I.50xl.50x0.II5 2.Ix.II5 V7 I L 1.25xI.25x0.III 2.ox.III IOR 1 L. 1.25xI.25x0.III 2.4x.II1 9R I L I.50x1.50x0. 170 2.OX. 170 V8 I L 1.25x1.25xo.III 2.ox.111 BR I L I.25x1.25x0.III 3.5x.III 7R I L 2.00x2.00xo.I37 3.3x.I37 VY I L I.25x1.25x0.III 2.ox.III ER I L I.50xl.50x0.I38 3.8x.138 5R I L 2.00x2.00xo.I63 3.6x.I63 VIO I L 1.25xI.25x0.I1I 2.ox.III 4R I L I.50xI.50XO.I70 3.9x.I70 3R 2B L I.SOXI.SOXO. 115 6.2X.115 VII 1 L I.50xI.50x0.II5 2.ox.II5 2R 2B LI.25x1.25X0.III 8.7x.III MARK: T8 W84-05-0056-0I LIST 3 PALOMAR POINTE THU, 21-JUL-2005 15: 14: 46 DESIGN REQUIREMENTS ---STANDARD CASE ------------ ----------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE .240 EXTL TC UNIFORM 248/ 128 PLF 0- 4'010 MAIN TC UNIFORM 248/'128 PLF 60- 6 3/4 TC V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=25, BC=11) POS DRIFT 32./ 32.PLF LENGTH 60- 6 3/4 STARTS 0- 0 0/0 AXIAL (TC) ±11.4 K. ---SPECIAL CASE # I UP LOADS MAIN TC V CONC -1.40K 4- 0 0/0 MARK: T8 W84-05-0056-0I LIST 3 PALOMAR POINTE 21-JUL-2005 15: 14: 46 TC 2-6 EXTRA I WEBS 0- 2-6 0- t 3-8 3/4 26 t 0=36 0/0 6-2 18 @ 2-7 -8 3/ • BASE LENGTH 36LH248/128 CHORD FY TCXL = 0- 0 0/0 TOP CHORD 2 L LEMEM L 2.00X2.00XO.187 2- 9 1/2 BCXL = 0- 7 0/0 BOTTOM CHORD 2 WEB QTY SIZE WELD SIZE 2 28 L I.50X4.50XO.138 I0.6X.I38 G ITI 2B L 1.25X1.25X0.II1 4.8X.IIIG 1T2 2B L 1.25X1.25X0.I11 3.5X11I G VI 28 L 1.25X1.25X0.1I1 3.3X.1I1 B 3 2B L 1.25X1.25X0.1I1 5.2X.11 4 1 L 1.50X1.50X0.138 3.9X.138 V2 I L 1.25X1.25X0.1I1 2.OX.111 5 1 L 2.00X2.00XO.137 3.4X.137 5 1 L 1.25X1.25X0.111 3.7X.111 V3 I L 1.25X1.25X0.111 2.0X.1II 7 1 L 1.50X1.50X0.170 2.OX.170 8 • I L 1.25X1.25X0.III 2.6X.III V4 I L I.25X1.25X0.I11 2.OX.111 9 I L I.50XI.50XO.II5 2.OX.115 10 I L I.25X1.25X0.III 2.4X.111 V5 I L I.25XI.25X0.III 2.OX.111 II I L I.50XI.50X0.II5 2.OX.II5 = 61- 4 3/4 = 50. KSI WEB FY = 50. KSI 2.00X2.00XO.250 TCXR = 0- 0 0/0 RSEAT L 2.00X2.00XO.250 L 2.00X2.00XO.200 BCXR 0- 7 0/0 WEB OTY SIZE WELD SIZE 12 1 L 1.50X1.50X0.115 2.0X.15 V6 I L.1.25X1.25X0.IlI 2.OXII1, I2R I L 1..25x1.25x0:1II 2.4X.1I1 lIP I L 1.50X1.50X0.II5 2.OX.115 V7 I L 1.25X1.25X0.I1l 2.OX.III IOR I L 1.25X1.25X0.I11 2.4X.II1 9P I L I.50X1.50X0. 170 2.OX.I70 V8 I L I.25X1.25X0.1II 2.OX.111 BR 'I L I.25XI.25X0.I1I 3.2X.III 7R I L 2.00X2.00XO.I37 3.IX.137 V9 I L 1.25X1.25X0.III 2.0X.-Ill 6R 1. L 1.50XI.50X0.138 3.5X.138 5R 1 L 2.00X2.00XO.137 4.OX.137 VIO I L I.25X1.25X0.III 2.OX.111 4R I L I.50XI.50XO.I70 3.6X.I70 3R 2B L 1.50XI.50X0.I15 5.5X.115 VII I L 1.50X1.50X0.II5 2.0X115 2R 2B L 1.25XI.25X0.III 7.9X.I1I 3 PALOMAR POI MARK: 19 W84-05-006-01 LIST THU, 21-JUL-2005 15-.14.'46 DESIGN REQUIREMENTS ---STANDARD CASE---------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 51-4 3/4 TC VCONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=25,BC=11) AXIAL(TC) 0 ±11.4 K 0 ---SPECIAL CASE #A UP LOADS MAIN TC' V CONC -1.40K 4- 0 0/0 MARK: T9 84-0-0056-01 LIST 3 PALOMAR POINTE 21-JUL-2005 15: 14:46 TC 3-5 EXTRA II 0-1:1 1/4 WEBS 2-6 . 3-8 3/4 0-11 1/4 2-6 TCXL - BCXR D=36 0/0 6-8 1/2 18 @ 2-7 3-8 3/4 2-6 2-6 BASE LENGTH = 61-11 1/4 36LH248/1 28 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0-11 0/0 TOP CHORD 2 L 2.50X2.50XO.197 TCXR = 0- 00/0 LEMEM L 2.00X2.00XO.I87 3- 9 3/8 RSEAT L 2.00X2.00XO.250 BCXL = 0- 7 1/8 BOTTOM CHORD 2 L 2.00X2.00XO.213 BCXR = 3- 6 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.50X1.50X0.I38 1I.5X.138 G 12 1 L 1.50X1.50XO.115 2.OX.115 111 2B L 1.25X1.25X0,111 4.8X.111 G VS I L 1.25X1.25X0.111 2.OX.111 112 2B L 1.25X1.25X0.111 3.4X111 G 12R I L 1.25X1.25X0.111 2.4X.111 VI 2B L 1.25X1.25X0.11I 3.3X.I1I B hR I L 1.50X1.50XO.115 2.OX.115 3 2B L I.25X1.25X0.1II . 5.IX.111 V7 I L 1.25X1.25XO.111 2.OX.111 4 1 L I.50XI.50XO.I38 3.8X.138 IOR I L 1.25X1.25X0.1II 2.4X.I11 V2 I L I.25X1.25X0.11I 2.OX.111 9R I L 1.50X1.50X0.170 2.OX.I70 5 1 L 2.00X2.00XO.137 3.4X.137 V8 I L I.25X1.25X0.1II 2.OX.111 6 1 L 1.25X1.25X0.111 3.6X.I11 BR 1 L 1.25X1.25X0.1I1 3.3X.I11 V3 I L I.25X1.25X0.111 2.OX.111 7R I L 2.00X2.00XO.137 3.IX.137 7 1 L I.50XI.50X0.170 2.OX.170 V9 I LI.25X1.25X0.11I 2.OX.111 8 1 L 1.25X1.25X0.111 2.5X.1I1 SR 1 L 1.25X1.25X0.h1I 4.4X.111 V4 I L I.25X1.25X0.111 2.OX.111 SR I L 2.00X2.00XO.I37 4.OX.I37 9 1 L I.50X1.50XO.II5 2.OX.115 VIO I L 1.25X1.25X0.111 2.OX.111 10 1 L I.25X1.25XO.Ih1 2.4X.III 4R I L I.50XI.50X0.138 4.4X.I38 VS I L 1.25X1.25X0.III 2.OX.I11 3R 2B L I.50XI.50X0.II5 5.7X.II5 II 1 L I.50X1.50XO.II5 2.OX.115 VII I L I.SOXI.SOXO.IIS- 2.OX.115 2R 2B L I.25XI.25X0.III 8.OX.II1 T 3 PALOMAR POINTE MARK: 110 W84-0S-0056-0I LIST THU, 21-JUL-2005 15: 14: 46 IC 3-5 EXTRA I 1/2 WEBS TCXL 2-6 I 0_Il1 1/2 3-8 3/4 126 0=36 0/0 6-9 18 @ 2-7 BASE LENGTH = 61-11 3/4 36LH248/28 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0-11 0/0 TOP CHORD 2 L 2.50X250X0.197 TCXR = 0- 0 0/0 LEMEM L 2.00X2.00XO.187 3- 9 3/8 RSEAT L 2.00X2.00XO.250 BCXL = 0- 7 1/8 BOTTOM CHORD 2 L 2.00X2.00XO.213 BCXR = 0- 7 1/8 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L I.50X1.50XO.I38 11.6X.I38 G 12 1 L 1.50XI.50XO.I15 2.OX.II5. ITI 2B L I.25X1.25X0.I11 4.8X.I11G V6 I L 1.25X1.25X0.I1I 2.OX.111 IT2 2B L 1.25X1.25X0.1I1 3,4X.11I G I2R I L 1.25X1.25X0.1I1 2.4X.III VI 2B L I.25X1.25X0.II1 3.3X.111 C lIP I L 1.50X1.50X0.II5 2.OX.115 3 2B L I.25X1.25X0.111 5.IX.111 V7 1. .L I.25X1.25X0.III 2.OX.111 4 1 L 1.50XI.50X0.138 3.8X.138 10R I L I.25X1.25X0.II1 2.4X.111 V2 I L 1.25X1.25X0.I11 2.OX.111 9R I L I.50X1.50X0.170 2.OX.I70 5 I L 2.00X2.00XO.137 3.4X.I37 V8 I L 1.25X1.25X0.I11 2.OX.111 6 I L 1.25X1.25X0.II1 3.6X.I1I BR I L I.25X1.25X0.I11 3.3X.III V3 1 L 1.25X1125X0.III 2.OX.111 7R I L 2.00X2.00XO.137 3.IX.137 7 1 L 1.50X1.50X0.170 2.OX.170 V9 I L 1.25X1.25X0.111 2.OX.111 8 1 L 1.25X1.25X0.111 2.5X.111 CR I L I.50X1.50XO.I15 43X.115 V4 I L 1.25X1.25X0.111 2.OX.111 5R I L 2.00X2.00XO.137 4.OX.137 9 1 L 1.50X1.50X0.115 2.OX.115 VIO I L 1.25X1.25X0.111 2.OX.111 10 1 L 1.25X1.25X0.111 2.4X.111 4R I L 1.50X1.50XO.138 4.5X.138 V5 I L I.25X1.25X0.111 2.OX.111 3R 2B L 1.50X1.50X0.II5 5.7X.II5 II I L 1.50X1.50X0.115 2.OX.115 VII I L I.50X1.50X0.II5 2.OX.115 2R 2B L I.25X1.25X0.III 8.OX.1II T 4 PALOMAR POINTE MARK: TII W84-05-0056-OI LIST THU, 21-JUL-2005 15: 12: 41. DESIGN REQUIREMENTS ---STANDARD CASE ---------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXIL TC UNIFORM 248/ 128PLF 0-11 0/0 MAIN TC UNIFORM 248/ 128 PLF 61-11 3/4 TC V CONC 1.40/0.00 K 4- 6 0/0 ADOLOAD 1.0/0.0 (PPS: TC=25, BC=11) AXIAL (TC) . ±11.4 K ----SPECIAL CASE # 1 UP LOADS MAIN TC. V CONC -1.40K 4- 6 0/0 MARK: Til 84-05-0056-01 LIST 4 PALOMAR POINTE 21-JUL-2005 15: 12: 41 TO 2-6 EXTRA I I WEBS 0- 2-6 3-B 3/4 126 t 0=36 0/0 6-2 18 @ 2-7 -8 3/ BASE LENGTH 36LH248/128 CHORD FY TCXE = 0- 0 0/0 TOP CHORD 2 L LEMEM L 2.00X2.00XO.187 2- 9 1/2 BCXL = 0- 7 0/0 BOTTOM CHORD 2 WEB OTY SIZE WELD SIZE 2 2B L 1.50X1.50XO.138 10.6X.138 G. 111 2B L 1:25x1.25x0.111 4.8X.111G 1T2 2B L 1.25X1.25X0.111 3.5X.111 G VI 2B LI.25X1.2SXO.I1I 3.3X.1116 3 2B L 1.25X1.25X0.I11 5.2X.111 4 1 L 1.50XI.50X0.138 3.9X.138 V2 I L 1.25X1.25X0.11I 2.OX.111 5 1 L 2.00X2.00XO. 137 3.4X.137 6 1 L 1.25X1.25X0.111 3.7X.111 V3 I L 1.25X1.25X0.111 2.OX.111 I L 1.50XI.50XO. 170 2.OX. 170 8 1 L 1.25X1.25X0.111 , 2.6X.111 V4 I L 1.25X1.25X0.111 2.OX.111 9 1 L 1.50X1.50XO.115 2.OX.115 10 1 L1.25X1.25X0.111 2.4X.111 VS I L I.25X1,25X0.I11 2.OX.111 11 1 L 1.50XI.50X0.II5 2.OX.115 = 61-4 3/4 = 50. KSI ' WEB FY = 50. KSI 2.00X2.00XO.250 TCXR = 0- 0 0/0 RSEAT L 2.00x2.00xo:250 L 2.00X2.00XO.200 BCXR = 0- 7'0/0 WEB OTY SIZE WELD SIZE 12 1 L I.50X1.50XO.115 2:OX.115 V6 I L 1.25X1.25X0.111 2.OX.111 I2R I L 1..25X1.25X0.111 '2.4X.111 hR I L1.50X1.SOXO.115 2.OX.115 V7 I L 1.25X1.25X0.Ih1 2.OX.111 IOR I L 1.25X1.25X0.Ih1 2.4X.111 9R I L 1.50X1.5OXO.170 2.OX.170 V8 . 1 L I.25X1.25X0.1I1 2.OX.111 BR I L1.25X1.25X0.III 3.2X.II1 7R I L 2.00X2.00XO.137 3.IX.137 VY 1 L 1.25X1.25X0.I11 2.OX.111 BR I L 1.50XI.50XO.I38 3.5X.138 SR I L 2.00X2.OQXO.137 4.OX.137 vlo i L 1.25X1.25X0.111 2.OX.111 4R I L 1.50X1.50XO. 170 3.6X.170 3R 2B L 1.50X1.50XO.115 5.6X.115 VII I L 1.50XI.50XO.I15 2.OX.115 2R 2B L I.25X1.25X0.111 7.9X.111 MARK: T12 W84-05-0056-0I LIST 4 PALOMAR POINTE THU, 21-JUL-2005 15: 12: 41 DESIGN REQUIREMENTS ----STANDARD CASE DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 61- 4-3/4 TC V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=25, BC=11) AXIAL (TC) S ±11.4 K ---SPECIAL CASE # 1 UP LOADS S MAIN TC VCONC -1.40K 4- 0 0/0 MARK: T12 W84-05-0056-01 LISTS4 PALOMAR POINTE 21-JUL-2005 1: 12: 41 TC 2-6 EXTRA I I WEBS 0- 2-6 ot 3-8 3/4 26 BCXR 0=36 0/0 6-1 1/2 18 @ 2-7 -B 3 BASE LENGTH = 61- 4 1/4 36LH248/128 CHORD FY TCXL = 0- 0 0/0 TOP CHORD 2 L LEMEM L 2.00X2.00XO.I87 2- 9 1/2 BCXL = 0- 7 0/0 BOTTOM CHORD 2 WEB OTY SIZE WELD SIZE 2 2B L 1.50XI.50XO.138 10.6X.I38 C 111 2B LI.25X1.25X0.111 4.8X.IIIG 112 2B L 1.25X1.25X0.111 3.4X.111 C VI 2B L 1.25X1.25X0.111 3.3X.III G 3 2B L 1.25X1.25X0.I11 5.2X.11I 4 1 L 1.50X1.50XO.138 3.9X.138 V2 I L 1.25X1.25X0.11I 2.OX.111 5 1 L 2.00X2.00XO.137 3.4X.I37 6 1 L 1.25X1.25X0.111 3.7X.111 V3 I L 1.25X1.25X0.111 2.OX.111 7 1 L 1.50X1.50X0.170 2.OX.170 8 1. L 1.25X1.25X0.11I 2.6X.II1 V4 I L 1.25X1.25X0.11I 2.OX.111 9 1 L I.50X1.50XO.115 2.OX.115 10 1 L I.25X1.25X0.1I1 2.4X.111 V5 I L 1.25X1.25X0.11I 2.OX.111 11 1 L 1.50X1.50X0.115 .2.OX.115 = 50. KSI WEB FY = 50. KSI 2.00X2.00XO.250 TCXR = 0- 0 0/0 RSEAT L 2.50X2.50X0.250 L 2.00X2.00XO.200 BCXR = 3- 6 1/4 WEB QTY SIZE WELD SIZE 12 I L I.50X1.50X0.1I5 2.OX.115 V6 I L 1.25X1.25X0.111 2.OX.111 12R I L 1.25X1.25X0.I11 2.4X.1I1 hR I L 1.50XI.50XO.115 2.OX.115 V7 I L 1.25X1.25X0.II1 2.OX.111 IOR I L I.25X1.25X0.III 2.4X.111 9R I L I.50X1.50X0.170 2.OX.I70 V8 I L I.25X1.25X0.III 2.OX.111 BR I L 1.25X1.25X0.III 3.2X.I11 7R I L 2.00X2.00XO.I37 3.IX.I37 V9 I L 1.25X1.25X0.II1 2.OX.111 ER 1. L I.50XI.50X0.I38 3.5X.I38 SR 1. L 2.00X2.00XO.I37 3.9X.I37 VIO I L I.25X1.25X0.III 2.OX.111 4R I L I.50X1.50XO.I70 3.6X.I70 3R 2B L I.50X1.50XO.II5 5.6X.II5 VII I L I,50X1.50X0.II5 2.OX.115 2R 28 L 1.25X1.25X0.III 7.9X.II1 T 4 PALOMAR POINTE MARK: 113 W84-05-0056-0 1 LIS THU, 21-JUL-2005 15: 12: 41 DESIGN REQUIREMENTS ---STANDARD CASE DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 61- 4114 IC V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=25, BC=11) AXIAL (IC) . ±11.4 K ---SPECIAL CASE # I UP LOADS MAIN TC V CONC -1.40K 4- 0 0/0 MARK: T13 84-05-0056-01 LIST 4 PALOMAR POINTE 21-JUL-2005 15:12:41 IC 2-10 EXTRA I II WEBS 0-7 1/4 - I2_6 I 3-8 3/4 0-7 1/4 . - 2-6 TCXL D=36 0/0 5-4 18 @ 2-7 - 2-6 2-6 BASE LENGTH 60- 6 3/4 36LH248/128 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 4 0/0 TOP CHORD 2 L 2.50X2.50X0.212 TCXR = 0- 0 0/0 LEMEM L 2.00X2.00XO.187 3- 2 3/8 RSEAT L 2.00X2.00XO.250 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.213 BCXR = 0- 7 0/0 WEB QTY - SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L I.50X1.50X0.I38 9.9X.138 G 12 1 L 1.50XI.50XO.115 2.OX.115 ITI 2B L 1.25X1.25X0.I11 4.8X.IIIG V6 I L 1.25X1.25X0.111 2.OX.I11 IT2 2B L 1.25X1.25X0.I11 2.7X.I11G 12R I L 1.25X1.25X0.111 2.4X.111 VI 2B L 1.25X1.25X0. 11 3.3X.111 G IIR I L I.50X1.50X0.115 2.OX.115 3 2B L I.50XI.50X0. 15 5.4X.II5 V7 I L I.25X1.25X0.11I 2.OX.1II 4 1 L I.50X1.50X0.138 4.2X.138 I0R I L I.25X1.25X0.111 2.4X.III V2 I L I.25X1.25X0.111 2.OX.II1 9R I L 1.50X1.50X0.170 2.OX.I70 5 1 L 2.00X2.00XO. 37 3.7X.137 V8 I L I.25X1.25X0.III 2.OX.111 6 I L 1.25X1.25X0.I1I 4.OXIII 8R I L 1.25X1.25X0.I1I 3.3X.III V3 I L I.25X1.25X0.III 2.OX.11I 7R I L 2.00X2.00XO.137 3.2X.I37 7 1 L 2.00X2.00XO.137 2.7X.I37 VY I L 1.25X1.25X0.III 2.OX.11I 8 1 L 1.25X1.25X0.111 2.8X.111 ER I L 1.50X1.50X0.II5 4.3X.115 V4 I L 1.25XI.25X0.III 2.OX.III 5R I L 2.00X2.00XO.I37 4.IX.I37 9 1 L I.50X1.50X0.I38 2.OX.I38 VIO I L I.25X1.25X0.III 2.OX.III 10 I L I.25X1.25X0.111 2.4X.1II 4R I L I.50XI.50XO.I70 3.7X.I70 VS I L I.25X1.25X0.II1 2.0X..III 3R 2B L I.50X1.50X0.I15 5.9X.I15 II I L 1.50XI.50XO.115 2.OX.115 VII I L I.50X1.50X0.I15 2.OX.115 2R 2B L I.25X1.25X0.I1I 8.3X.I1I MARK: T14 W84-05-0056-0I LIST 4 PALOMAR POINTE THU, 21.-JUL-2005 15: 12: 41. DESIGN REQUIREMENTS ---STANDARD CASE ------------ - ------------------------------------- -------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 0- 4 0/0 MAIN IC UNIFORM 248/ 128 PLF 60- 6 3/4 TC V CONC 1.40/0.00 K 4-0.0/0 ADDLOAD. 1.O/0.0 (PPS: TC=25 BC=11) . POS DRIFT 17./ 17.PLF. LENGTH 60- 6 3/4 -.STARTS 0- 0 0/0 AXIAL (TC) ±11.4K . ---SPECIAL CASE # I UP LOADS ------------------------------ MAIN TC V CONC -1.40K 4- 0 0/0 13 MARK: T14 W84-05-0056-01 LIST 4 PALOMAR POlE:. 15:12:41 TC EXTRA 4-3 1/2 WEBS 3-0 I i3_8 3/4 I-d 2-6 TCXL 0=36 0/0 4-0 16 @ 2-7 3-8 3/4 BASE LENGTH = 52- 6 3/4 36LH248/128 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 1/2 TOP CHORD 2 L 2.00X2.00XO.187 TCXR = 0- 0 0/0 LEMEM L 2.00X2.00XO.187 3- 7 0/0 RSEAT L 2.00X2.00XO.250 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.163 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L1.25X1.25X0.111 8.4X.IIIG 11 1 L 1.50X1.50X0.115 2.OX.115 2DL I L 1.50X1.50XO.115 2.OX.115 hR I L 1.50X1.50X0.115 2.OX.115 VI I L I.25X1.25X0.I1I 2.OX.111 V6 I L 1.25X1.25X0.III 2.OX.111 3 I L 2.00X2.00XO.I63 2.8X.163 IOR I L 1.25X1.25X0.111 2.4X.111 4 1 L I.50XI.50X0.I38 3.7X.I38 9R I L 1.50X1.50X0.115 2.OX.115 V2 I L 1.25X1.25X0.Ih1 2.OX.11I V7 I L I.25X1.25X0.III 2.OX.111 5 1 L 2.00X2.00XO.137 3.3X.I37 BR 1. L 1.25X1.25X0.111 2.4X.111 6 1 L 1.25X1.25X0.hI1 3.5X.1II 7R I L I.50X1.50X0.I70 2.OX.170 V3 I L 1.25X1.25X0.111 2.OX.11I V8 I L 1.25X1.25X0.111 2.OX.111 7 1 L I.50X1.50X0.170 2.OX.I70 6R I L 1.25X1.25X0.III 3.4X.II1 8 I L 1.25X1.25X0.111 2.4X.111 SR I L 2.00X2.00XO.137 3.2X.137 V4 I L 1.25X1.25X0.11I 2.OX.111 V9 I L 1.25X1.25X0.I11 2.OX.111 9 1 L I.50XI.50XO.II5 2.OX.115 4R I L I.5OXI.50X0.I38 3.7X.138 10 1 L 1.25X1.25X0.IhI 2.4X.111 3R 2B L I.25X1.25X0.IhI 5.OX.I1I VS I L 1.25XI.25XO.111 2.OX.111 VIO I L I.50XI.50X0.II5 2.OX.II5 2R 2B L I.25X1.25X0.111 6:9x.hI1 MARK: T15 W84-05-0056-01 LIST 4 - PALOMAR POINTE THU, 21-JUL-2005 15.-12'.41 DESIGN REQUIREMENTS ---STANDARD CASE - DEFL LIMITS LEFT RIGHT MAIN TOTAL 180. LIVE . 2.40 EXTL TC UNIFORM. 248/ 128 PLF 0- 3 1/2 MAIN TC UNIFORM 248/ 128 PLF 52- 6 3/4 TC V CONC 1.40/0.00 K 4- 0 0/0 ADOLOAD 1.0/0.0 (PPS: TC=22, BC=10) AXIAL (TC) . . ±11.4K . ---SPECIAL CASE # I UP LOADS . - MAIN TC V CONC -1.40K 4- 0 0/0 MARK T15 W84-05-0056-01 LIST 4 PALOMAR POINTE 21-JUL-2005 15 12:'4:.l TC 2-6 EXTRA WEBS 2-6 1-4 3-10 3/4 4-1 Ln Lo BCXR 0=48 0/0 6-6 8 @ 4-0 7-0 BASE LENGTH = 47- 4 3/4 48G6N12.5K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.50X3.50X0.375 TCXR = 0- 0 0/0 LSEAT FLT 1/2 X 6 RSEAT L6.00X4.00XO.500 BCXL = 6- 5 1/2 BOTTOM CHORD 2 L 3.50X3.50X0.313 BCXR = 6- 8 0/0 QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2B L 3.00X3.00XO.281 20.IX.218 7 2B L 2.00X2.00XO.137 6.OX.137 2B L 1.50XI.50X0.138 2.OX.138 G 7R 26 L 2.00X2.00XO.137 6.OX.137 2B L 1.50X1.50X0.138 2.OX.138 G V4 I L 1.50X1.50X0.I38 2.OX.138 2B L 2.00X2.00XO.250 12.4X.187 BR I L 2.00X2.00XO.187 4.4X.187 2B L 2.00X2.00XO.163 12.6X.163 SR 2B L 2.50X2.50X0.197 10.2X.187 1. L 1.50XI.50X0.138 2.OX.138 VS I L 1.50X1.50X0.138 2.OX.138 2B L 2.50X2.50X0.I97 10..9X.I87 4R 2B L 2.00X2.00XO.137 14.OX.I37 1. L 2.00X2.00XO.I87 4.4X.187 3R 2B L 2.00X2.00XO.250 12.OX.I87 I L I.50X1.50X0.I38 2.OX.138 2DR I L 2.00X2.00XO.I37 2.OX.I37 2R 26 L 2.50X2.50XO.250 23.8X.I87 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC V CONC 1.80/0.00 K 15- 5 0/0 12.50/6.25 K 7- 5 0/0 15- 5 0/0 237 5 0/0 31- 5 0/0 39- 5 0/0 ADDLOAD 1.0/0.0 (PPS: TC=14, BC=6) AXIAL (TC) ±69.0 K MARK: GIO W84-05-0056-01 LIST 6 PALOMAR POINTE THU, I4-JUL-2005 10.-52-.28 BC XL WEB 2 ITI 2DL 3 4 V2 S 6 V3 3-3 3/4 3-3' 3/4 2-0 2-0 Lo Lo BCXL BCXR 0=32 0/0 3-3 3/4 8 @ 2-8 - . 3-3 3/ BASE LENGTH = 31711 112 32G4N125K CHORD FY.= 50. KSi WEB FY 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.50X3.50X0.287 TCXR = 0- 0 0/0 LSEAT L6.00X4.00XO.500 RSEAT L6.00X4.00XO.500 BCXL.= 2-11 3/4 BOTTOM CHORD 2 L 3.00X3.00XO.250 BCXR = 2-1.1 3/4 WEB QTY. SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.00X2.00XO.163 13.OX.163 7R 2B L 1.50X1.50X0.138 4.8X.138 VI I L I.50XI.50X0.138 2.OX.138 V4 .1 L 1.50XI.50X0. 1.38 2.OX.I38 3 2B L 2.00X2.00XO.163 I0.3X.I63 6R 1. L 1.50X1.50X0.170 3.9X.170 4 2B L I.50X1.50X0.170 II.3X.I70 SR 2B L 1.50XI.50X0.138 4.9X.138 V2 I L 2.00X2.00XO.187 4.9X.187 VS I L 2.00X2.00XO.187 4.9X.187 5 2B L I.50X'1.50X0.138 4.9X.I38 4R 2B L I.50XI.50X0.I70, 1.1.3X.170 5 1 L I.50XI.50X0.170 3.9X.170 3R 2B L 2.00X2.00X0.163 10.3X.163 V3 I L 1.50X1.50X0.138 2.OX..138 VS I L I.50X1.50X0.138 2.OX.138 7 2B L 1. 50X1 . 50X0. 138 4. 8X. 138 2R 2B L 2. OOX2 OOXO. 1.53 13.. ox. 153 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN IC V CONC 12.50/6.25 K 7-1.1 3/4 15-11 3/4 23-11. 3/4 ADDLOAD 1.0/0.0 (PPS: TC=I3, BC-6) AXIAL (TC) ±69.0 K 'MARK: Gil W84-05-0056-01 LIST 6 PALOMAR POINTE THU, 14-JUL-2005 10: 52: 28 4-1 I 13_I0 3/4 13_b 3/4 -zo BCXL BCXR 0=48 0/0 7-0 . 8@4-0 . 7—_0 BASE LENGTH = 47-11 1/2 48G6N12.5K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL= 0- 0 0/0 TOP CHORD 2 L 3.50X3.50XO.375 TCXR = 0- 0 0/0 LSEAT L6.00X4.00XO.500 RSEAT L6.00X4.00XO.500 BCXL = 6- 8 0/0 BOTTOM CHORD 2 L 3.5OX3.50XO.313 BCXR = 6- 8 0/0 QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2B L 2.50X2.50XO.250 23.6X.187 7R 2B L 2.00x2.00x0:137 5.7X.137 I L2.00X2.00X0.137 2.OX.137 V4 1. L 1.50X1.50XO.138 2.OX.138 2B L 2.00X2.00XO.250 11.9X. 187 ER I L 2.00X2.00XO. 163 4.8X. 163 2B L 2.00X2.00XO.137 13.9X.137 SR 2B L 2.50X2.50XO.197 I0.IX.187 I L I.50XI.50X0.138 2.OX.138 VS 1. L 1.50X1.50XO.138 2.OX.138 2B L 2.5OX2.50X0:197 10.IX.187 4R 2B L 2.00X2.00XO.137 13.9X.I37 I L 2.00X2.00XO.I63 4.8X.163 3R 2B L 2.00X2.00XO.250 11.9X.I87 I L I.50X1.50XO.138 2.OX.138 2DR I L 2.00X2.00XO.I37 2.OX.I37 2B L 2.00X2.00XO.I37 5.7X.I37 2R 2B L 2.50X2.50XO.250 23.6X.187 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC V CONC 12.50/6.25 K 7-11 3/4 15-11 3/4 23-11 3/4 31-11 3/4 39-11 3/4 ADDLOAD 1.0/0.0 (PPS: TC=13, BC=6) AXIAL (TC) ±69.0 K 6 PALOMAR POINTE MARK: GI2 W84-05-0056-01 LIST THU, I4-JUL-2005 10: 52: 28 WEB 2 2DL 3 . 4 V2 5 6 V3 7 EXTRA IC r I WEBS I I I 3-10 3/4 1-7 a8 De TCXR BCXL V BCXR 0=48 0/0 V 7-0 8 @ 4-0 U 7-1 U 0-11 3/4 0-11 BASE LENGTH = 47-1.1 3/4 48G6N12.5K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.50X3.50XO.375 TCXR = 0- 3 1/2 LSEAT L6.00X4.00XO.500 V RSEAT FLT 1/2 X 7 BCXL = 6- 8 0/0 BOTTOM CHORD 2 L 3.50X3.50XO.313 BCXR = 6- 9 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 3.00X3.00XO.261 20.7X.218 7R 2B L 2.00X2.00XO.137 5.9X.137 2DL I L 2.00X2.00XO.137 2.OX.137 V4 1. L 1.50X1.50XO.138 2.OX.138 3 2B L 2.00X2.00XO.250 12.IX.187 BR I L 2.00X2.00XO.187 4.4X.187 4 2B L 2.00X2.00XO.163 12.OX.163 5R 2B L 2.50X2.50X0.197 I0.7X.187 V2 I L 1.50XI.50X0.I38 2.OX.138 V5 I L 1.50X1.50X0.138 2.OX.138 5 2B L 2.50X2.50XO.197 10.4X.187 4R 2B L 2.00X2.00XO.163 12.4X.163 6 1 L 2.00X2.00XO.187 4.4X.187 3R 2B L 2.00X2.00XO.250 12.3X.I87 V3 I L I.50X1.50XO.138 2.OX.138 2DR 2B L 1.50X1.50XO.I38 I.8X.138 G 7 2B L 2.00X2.00XO.I37 5:9x.137 12T1 2B L 1.50X1.50XO.138 2.OX.138 G V 2R 2B L 3.00X3.00XO.281 21.2X.218 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN V TOTAL 180 LIVE 240 MAIN TC V CONC 1.80/0.00 K 31-11 3/4 V 12.50/6.25 K 7-1.1 3/4 15-11 3/4 23-11 3/4 31-1I 3/4 39-11 .3/4 ADDLOAD 1.0/0.0 (PPS: TC=14, BC=6) AXIAL (TC) V ±69.0 K MARK: G13. W84-05-0056-01 LIST 6 PALOMAR POINTE THU, 14-JUL-2005 10:52.-28 2-6 . 3_3 3/4 I I I_ 1/2 2-0 Cu m \> . \40 Ln to BCXL - BCXR 0=32 0/0 3-0 1/2 @ 2-8 2-0 . 2-0 BASE LENGTH = 31- B 1/4 32G4N12.5K CHORD FY = 50. KSI WEB F'( = 50. KSI TCXL = 0- 0-0/0 TOP CHORD 2 L 3.50X3.50X0.344 TCXR = O-.O 0/0 LSEAT FLT 1/2 X 7 RSEAT L6.00X4.00XO.500 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.281 BCXR = 2-11 3/4 WEB QTY SIZE - WELD SIZE- WEB OTY SIZE WELD -SIZE 2 2B L 2.00X2.00XO. 187 11.6X.187 7R 2B L 1.5OX1.5OXO. 138 5.7X.138 20L 1 L 1.50X1.50XO.138 2.OX.1.38 V4 I L 1.50X1.50XO.1.38 2.OX.I38 3 2B L 2.00X2.00XO 163 11.2X.I63 ER I L 2.00X2OOXO 163 4.9X.163 4 2B L 2.00X2.00X0.187 II.IX.I87 SR 2B L 1.50X1.50X0138 5.8X.138 V2 1 L 2.00X2.00X0187 4.9XI87 VS I L 2.00X2.00X0.187 4.9X.187 5 2B L 1.50XI.50XO.138 6.0X138 4R 2B L 200X2.00X0187 10.9X:I87 6 1 L 2.00X2.00X0.187 4.4X 187 3R 2B L 2.00X2.00XQ.I63 I10X.I63 V3 I L 1.50XI.50XO.138 2.OX.138 V6 I L I.50X1.50X0. 138 2.OX.138 7 2B L I.50X1.50XO.13B 5.9X.138 2R 2B L 2.00X2.00XO. 187 12.IX.187 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC V CONC 2.80/0.00 K 15'- 8 1/2 - 12.50/6.25 K 7- 8 1/2 15- 8.112 23- 8 1/2 ADDLOAD 1.0/0.0 (PPS: TC=13, BC=6) AXIAL (TC) ±69.0 K MARK: G14 W84-05-0056-01 -. LIST 6 PALOMAR POINTE - THU, I4-'JUL-2005 10: 52: 28 2-11 3/4 I Il_ol 2-6 2-10 1/2 TCXR Z4 BCXL - BCXR 0=20 0/0 2-11 3/4 7 @ 2-0 BASE LENGTH = 21- 4 1/4 20G3N10.5K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.00X3.00XO.31.3 TCXR = 0- 2 1/2 LSEAT L 3.00X3.00XO.313 RSEAT L 3.00X3.00XO.31.3 BCXL = 2- 7 3/4 BOTTOM CHORD 2 L 2.5OX2.50XO.197 BCXR = 3- 6 1/2 WEB QTY SIZE ..WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.50X1.50X0.138 10.6X.138 V3 I L 1.50X1.50X0.I38 2.IX.138 VI I L 1.50X1.50X0.138 2.IX.138 ER 1. L I.50X1.50X0.138 29X.I38 3 2B L 1.50X1.50X0.138 6.OX.138 5R I L I.50X1.50X0.I70 2.3X.170 4 2B L 1.E0XI.50X0.138 8.2X.I38 V4 I L I.50X1.50X0.I38 2.IX.138 V2 I L I.E0XI.50X0.138 2.IX.138 4R I L 1.50X1.50X0.I38 2.9X.I38 5. 2B L 1.50X1.50X0.I38 8.2X.138 3R 2B L 2.00X2.00XO.163 9.2X. 163 6 1 L 1.50X1.50X0•.I70 2.3X.170 2DR I L 1.50X1.50X0.I38 2.OX.138 2R 2B L 2.00X2.00XO.I87 11.5X.187 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC V CONC. 1.40/0.00 K 15-11 3/4 . 10.50/5.25 K 7-11 3/4 15-11 3/4 ADDLOAD 1.0/0.0 (PPS: TC=II, BC=5) AXIAL (TC) ±69.0 K MARK: G15 W84-05-0056-0I LIST 7 PALOMAR POINTE I4-JUL-2005 II: 14: 21 3-0 3-0 2-0 1-4'3/4 D=32 0/0 4-0 16 @ 2-10 1/2 BASE LENGTH = 55- 4 3/4 32LH248/128 CHORD TCXL = 0- 0 0/0 TOP CHORD 2 LSEAT L 2.00X2.00XO.137 BCXL = 0- 7 0/0 BOTTOM CHORD WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 2.9X.315 2DL I L 1.25X1.25X0.111 2.OX.111 3 1 L 2.00X2.00XO.213 3.OX.187 4 1 L 1.50X1.50X0.170 3.5X.170 V2 1 L 1.25X1.25X0.111 2.OX.111 5 1 L 2.00X2.00XO.137 3.8X.137 6 1 L 1.25X1.25X0.111 3.9X.111 V3 I L 1.25X1.25X0.II1 2.OX.111 7 1 L 2.00X2.00XO.137 2.6X.I37 8 1 L 1.25X1.25X0.111 2.6X.111 V4 I L I.25X1.25X0.II1 2.OX.111 9 I L I.50XI.50XO.115 2.OX.II5 10 1 L I.25X1.25X0.1II 2.4X.111 V5 I L 1.25X1.25X0.1II 2.OX.111 II I L I.50X1.50XO.II5 2.OX.115 DESIGN DEFL LIMITS LEFT RIGHT MAIN FY = 50. KSI WEB FY = 50. KSI L 2.00X2.00XO.232 TCXR = 0- 0 0/0 RSEAT L 2. OOX2 . OOXO. 137 2 L 2.00X2.00XO.187 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE hR I L 1.50X1.50X0.115 2.OX.II5 V6 I L 1.25X1.25X0.111 2.OX.111 IOR I L 1.25X1.25X0.III 2.4X.I11 9R 1 L I.50X1.50X0.138 2.OX.138 V7 I L I.25X1.25X0.III 2.OX.111 8R 1 L 1.25X1.25X0.111 3.2X.II1 7R I L 2.00X2.00XO.137 3.IX.I37 V8 1 L 1.25X1.25X0.111 2.OX.111 6R I L 1.50X1.50X0.138 3.7X.138 SR I L 2.00X2.00XO.137 4.3X.137 V9 I L 1.25XI.25X0.III 2.OX.111 4R 1 L I.SOXIISOXO.I70 3.9X.I70 3R I L 2.00X2.00XO.137 3.6X.I37 2DR 1 L 1.25X1.25X0.I11 2.OX.111 2R 1 7/8 ROUND 2.4X.304 REQUIREMENTS TOTAL 180 LIVE 240 MAIN IC UNIFORM 248/ 128 PLF 55- 4 3/4 ADDLOAD 1.0/0.0 (PPS: TC=21, BC=10) AXIAL (IC) ±10.0 K MARK: T20 W84-05-0056-0I LIST 8 PALOMAR POINTE THU, 21-JUL-2005 15: 03: 31 3-0 I I3_I 2-0 1- 3/4 0=32 0/0 4-0 16 @ 2-10 1/2 2-10 BASE LENGTH = 55- 4 3/4 32LH248/1 28 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.50X2.50XO.212 TCXR = 0- 0 0/0 LSEAT L 2.50X2.50X0.197 RSEAT L 2.50X2.50XO.197 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.213 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.2X.315 hR I L 1.50XI.50XO.115 2.OX.115 2DL I L 1.25X1.25X0.111 2.OX.111 yE I L 1.25X1.25X0.111 2.OX.111 3 2B L 1.25X1.25X0.I11 5.7X.111 IOR I L 1.25XI.25X0.1I1 2.4X.11I I L 1.50X1.50XO.I38 4.BX.138 9R I L 1.50X1.50XO.170 2.OX.170 V2 I L 1.25X1.25X0.111 2.OX.111 V7 I L I.25X1.25X0.1II 2.OX.111 5 I L 2.00X2.00XO.I37 4.2X.I37 8R I L 1.25X1.25X0.1II 3.5X.II1 6 1 L I.25X1.25X0.1I1 4.4X.I1I 7R I L 2.00X2.00XO.I37 3.5X.I37 V3 I L I.25X1.25X0.111 2.OX.III V8 I L 1.25X1.25X0.III 2.OX.I1I 7 1 L 2.00X2.00XO.137 2.9X.137 ER I L 1.50X1.50X0.I38 4.IX.I38 8 1 L I.25X1.25X0.1I1 2.BX.I1I SR I L 2.00X2.00XO.I63 4.OX.I63 V4 I L 1.25X1.25X0.II.1 2.OX.111 V9 I L 1.25X1.25X0.III 2.OX.111 9 I L I.50XI.50X0.115 2.OX.115 4R I L 1.50XI.50XO.170 4.4X.170 10 1 L I.25X1.25X0.hI1 2.4X.III 3R I L 2.00X2.00XO.163 3.4X.163 VS I L I.25X1.25X0.II.I 2.OX.111 2DR I L I.25X1.25X0.III 2.OX.111 II I L I.50XI.50XO.II5 2.OX.115 2R 1 7/8 ROUND 2.7X.304 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 55- 4 3/4 ADDLOAD 1.0/0.0 (PPS: TC=21, BC=I0) POS DRIFT 32./ 32.PLF LENGTH 55- 4 3/4 STARTS AXIAL (TC) ±10.0 K 0- 0 0/0 MARK: T21 W84-05-0056-01 LIST 8 PALOMAR .POINTE THU, 21-JUL-2005 15: 03: 31 3-0 3-0 2-0 1-4'3!/4 0=32 0/0 4-0 16 @ 2-10 1/2 2-10 BASE LENGTH = 55- 4 3/4 32LH248/128 CHORD TCXL = 0- 0 0/0 TOP CHORD 2 LSEAT L 2.00X2.00X0.137 BCXL = 0- 7 0/0 BOTTOM CHORD WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 2.9X.315 2DL I L 1.25X1.25X0.1I1 2.OX.111 3 1 L 2.00X2.00XO.213 3.OX.187 4 1 L 1.50X1.50X0. 170 3.5X.170 V2 I L 1.25X1.25X0.111 2.OX.111 5 1 L 2.00X2.00XO.137 3:8X.137 6 1 L 1.25X1.25X0.111 3.9X.111 V3 I L I.25X1.25X0.1I1 2.OX.111 7 1 L 2.00X2.00XO.I37 2.6X.I37 8 1 L 1.25X1.25X0.111 2.6X.111 V4 I LI.25X1.25X0.III 2.OX.111 9 1 L I.50X1.50X0.115 2.OX.I15 10 1 L 1.25X1.25X0.111 2.4X.111 VS I L I.25X1.25X0.III 2.OX.111 II I L I.50X1.50X0.II5 2.OX.I15 DESIGN DEFL LIMITS LEFT RIGHT MAIN FY = 50. KSI WEB FY = 50. KSI L 2.00X2.00XO.232 TCXR = 0- 0 0/0 RSEAT L 2.00X2.00XO.137 2 L 2.00X2.00XO.187 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE hR 1 L 1.50X1.50XO.115 2.OX.115 V6 1 L 1.25X1.25X0.111 2.OX.111 IOR I L 1.25X1.25X0.111 2.4X.111 9R I L 1.50X1.50XO. 138 2.0X-138 V7 I L 1.25X1.25X0.Ih1 2.OX.111 8R 1 L 1.25X1.25X0.111 3.2X.I1I 7R I L 2.00X2.00XO.I37 3.IX.137 V8 1 L 1.25X1.25X0.111 2.OX.111 6R 1 L 1.50XI.50X0.138 3.7X.138 5R I L 2.00X2.00XO1.37 4.3X.137 V9 I L I.25X1.25X0.III 2.OX .111 4R I L 1.50X1.50X0.I70 3.9X.170 3R I L 2.00X2.00XO. 137 3.6X.137 2DR I LI.25X1.25X0.111 2.OX.111 2R 1 7/8 ROUND 2.4X.304 REQUIREMENTS TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 55- 4 3/4 ADDLOAD 1.0/0.0 (PPS: TC=21, BC=10) AXIAL (TC) ±10.0'K MARK: T22 W84-05-0056-01. LIST 8 PALOMAR POINTE THU, 21-JUL-2005 15: 03: 31 3-0 2-0 3-0 1-1 1"4 BC XL 0=32 0/0 4-0 15 @ 2-10 1 2-10 BASE LENGTH = 55- 4 1/4 32LH248/128 CHORD TCXL = 0- 0 0/0 TOP CHORD 2 LSEAT L 2.50X2.E0XO.197 BCXL = 3- 8 0/0 BOTTOM CHORD WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 2.9X.315 2DL I L I.25X1.25XO.1I1 2OX.II1 3 1 L 2.00X2.00XO.213 3.OX.I87 4 1 L 1.50X1.50X0.170 3.5X.170 V2 I L 1.25X1.25XO.11I 2.OX.I11 5 1 L 2.00X2.00XO.137 3.8X.137 6 1 L 1.25X1.25X0.111 3.9X.111 V3 I L 1.25X1.25X0.111 2.OX.111 7 1 L 2.00X2.00XO. 137 2.6X.137 8 1 L 1.25X1.25X0.111 2.5X.111 V4 I L I.25X1.25X0.I11 2.OX.111 9 1 L 1.50X1.50X0.115 2.OX.115 10 1 L 1.25X1.25X0.111 2.4X.111 V5 I L I.25X1.25X0.1II 2.OX.111 11 1 L I.E0XI.50X0.115 2.OX.115 DESIGN DEFL LIMITS LEFT RIGHT MAIN FY = 50. KSI WEB FY = 50. KSI L 2.00X2.00XO.232 TCXR = 0- 0 0/0 RSEAT L 2.00X2.00XO.137 2 L 2.00X2.00XO.I87 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE hR I L 1.50X1.50XO.115 2.OX.115 V6 I L1.25X1.25X0.111 2.OX.111 lOP I L I.25X1.25X0..111 2.4X.1I'1 9R I L 1.50X1.50X0.138 2.OX.I38 V7 I L 1.25X1.25X0.111 2.OX.111 8R I L I.25X1.25X0.III 3.2X.I11 7R 1. L 2.00X2.00XO.I37 3.1X.137 V8 I L 1.25X1.25X0.111 2.OX.111 6R 1. L 1.50XI.50X0.138 3.7X.138 5R I L 2.00X2.00XO. 137 4.3X.137 VY 1 L 1.25X1.25X0.111 2.OX.111 4R I L 1.50X1.50X0.170 3.9X.170 3R I L 2.00X2.00XO.I37 3.6X.137 2DR 1 L 1.25X1.25X0.111 2.OX.111 2R 1 7/8 ROUND 2.4X.304 REQUIREMENTS TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 55- 4 1/4 ADDLOAD 1.0/0.0 (PPS: TC=21, BC=IO) AXIAL (TC) ±10.0 K 8 PALOMAR POINTE MARK: T23 W84-05-0056-01 LIST THU, 21-JUL-2005 15: 03: 31 IC 4-0 EXTRA I - WEBS 3-0 2-0 - 1-'4 34 t 'I / N 4 V V I V " N,<g I / 6. V \ f et 0=32 0/0 4-0 16 @ 2-10 1/2 2-10 BASE LENGTH = 55- 4 3/4 32LH248/I28 CHORD FY TCXL 0- 0 0/0 TOP CHORD 2 L LEMEM L 2.00X2.00XO.187 3- 3 1/2 BCXL = 0- 7 0/0 BOTTOM CHORD 2 WEB UTY SIZE WELD SIZE 2 2B L 1.25X1.25X0.111 9.5X.111 G 2DL I L 1.25X1.25X0.111 2.0X111 VI I L I.25X1.25X0.11I 2.OX.111 3 1 L 2.00X2.00XO.213 3.OX.I87 4 1. L 1.50XI.50X0.170 3.4X.170 V2 1 L 1.25X1.25X0.1I1 2.OX.111 5 1 L 2.00X2.00XO.137 3.7X.I37 6 1 L 1.25X1.25X0.111 3.9X.111 V3 I L 1.25X1.25X0.I11 2.OX.111 7 1 L 2.00X2.00XO.137 2.6X.137 8 1 L1.25X1.25X0.111 2.5X.111 V4 I L I.25X1.25X0.111 2.OX.111 9 1 L1.50X1.50X0.115 2.OX.115 10 1 L 1.25X1.25X0.II1 2.4X.111 VS 1 L 1.25X1.25X0.111 2.OX.111 = 50. KSI WEB FY = 50. KSI 2.00X2.00XO.250 TCXR = 0- 0 0/0 RSEAT L 2.00X2.00XO.137 L 2.00X2.00XO.187 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE 11 1 L 1.50X1.50X0.115 2.OX.115 hR I L 1.50XI.50XO.I15 2.OX.115 V6 I L 1.25X1.25X0.II1 - 2.OX.111 IOR I L 1.25X1.25X0.III 2.4X.II1 9R I L 1.50XI.50X0.I38 2.IX.I38 V7 I L I.25X1.25X0.I1I 2.OX.111 8R I L I.25X1.25X0.III 3.3X.II1 7R -I L 2.00X2.00XO.137 3.2X.I37 V8 I L I.25X1.25X0.III 2.OX.111 ER I L I.50XI.50XO.138 3.8X.I38 5R I L 2.00X2.00XO.163 3.6X.I63 V9 I L I.25X1.25X0.III 2.OX.111 4R I L I.50XI.50XO.170 4.OX.170 3R I L 2.00X2.00XO.137 3.7X.137 2DR 1 L 1.25X1.25X0.111 2.OX.111 2R I 1 5/16 ROUND 2.4X.315 MARK: T24 W84-05-0056-01 LIST 8 PALOMAR POINTE THU, 21-JUL-2005 15-.03-.31 DESIGN REQUIREMENTS ---STANDARD CASE DEFL LIMITS LEFT RIGHT MAIN TOTAL. ,180 LIVE 240 • MAIN TC UNIFORM 248/ 128 .PL.F 55- 4 3/4 TC V CONC • 1.40/0.00 K 4- 0 0/0 . ADDLOAD 1.0/0.0 (PPS: TC=22, BC=10) AXIAL (TC) ---SPECIAL CASE # I UP LOADS ----------------------------- MAINTC V CONC -1.40K 4-.0 0/0 .• •.. MARK T24 W84-05-0056-01 LIST 8 PALOMAR POINTE - THU, 21-JUL-2005 15: 03:31 • TC EXTRA WEBS 3-0 3-1 I I I 4-11 0=32 0/0 15 @ 2-10 1/2 2-6 2-6 2L10 IR 1' BASE LENGTH = 55- 4 3/4 TCXL = LSEAT BCXL = WEB QTY 2 2B L I 2DL I L I 3 2B L I 4 1 L Y2 I L I 5 1 L2 6 1 L V3 I L I 7 I L2 8 1 L.1 V4 I L I 9 1 L 10 1 L I VS I L I 32LH248/I28 CHORD 0- 0 0/0 TOP CHORD 2 L 2.00X2.00XO.250 0- 7 0/0 BOTTOM CHORD SIZE WELD SIZE 50X1.50XO.II5 I0.9X.115 50X1.50XO.115 2.OX.115 25X1 . 25X0. 111 5. 9X. 111 SOXI .50X0. 170 3.9X.170 25X1 25X0. III 2 OX. 111 00X2.00XO.I37 4L2X.137 25X1 . 25X0. III 4. 4X. III 25X1 . 25X0.III 2. OX. III 00X2 . OOXO. 137 2 . 9X. 137 25X1 .25X0. III 2.7X.111 25X1 . 25X0.III 2. OX. III 50XI.50X0.II5 2.OX.115 25X1 . 25X0.II1 2. 4X. 111 25X1 .25X0. III 2.OX. 111 FY = 50. KSI WEB FY = 50. KSI L 2.50X2.50XO.230 TCXR = 0- 0 0/0 .REMEM L 2.00X2.00XO.187 . 2-10 3/8 2 L 2.00X2.00XO.232 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE IOR 1 L 1.50X1.50XO.II5 2.OX.115 9R 1 L 1.50X1.50XO.II5 2.OX.1I5 V6 1 L 1.25X1.25X0.1I1 2.OX.III 8R 1 L 1.25X1.25X0.1I1 2.4X.III 7R I L I.50X1.50XO.170 2.1X.I70 V7 1 L I.25X1.25X0.1I1 2.OX.II1 6R I L 1.25X1.25X0.III 4.OX.II1• 5R I L 2.00X2.00XO.I37 3.9X.137 V8 1 L 1.25X1.25X0.III 2.OX.1II 4R I L I.50X1.50XO.I38 4.5X.I38 3R 2B L I.50XI.50XO.II5 6.2X.II5 V9 I L I.25X1.25X0.III 2.OX.II1 I8TI 1 L I.50XI.50XO.I15 2.OX.115 2R 2B L I.50X1.50XO.138 9.8X.I38 G MARK: T25 W84-05-0056-01 LIST9 PALOMAR POINTE THU, 21-JUL-2005 15: 24: 07 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT .MAIN TOTAL 180 LIVE 240 MAIN TO UNIFORM 248/ 128 PLF 55- 4 3/4 ADDLOAD 1.0/0.0 (PPS: TC=20, BC-9) PUS DRIFT 50./ 50.PLF LENGTH 55- 4 3/4 AXIAL (TC) ±10.0 K STARTS 0- 0 0/0 S MARK: 125 W84-05--0056-01 LIST 9- PALOMAR POINTE THU, 21-JUL-2005 15: 24: 07 L 2.00X2.00XO.250 0- 7 0/0 BOTTOM CHORD SIZE WELD SIZE 25X1 .25X0.IIi 9.5X.III 50XI.50XO.II5 2.OX.II5 00X2 . OOXO. 187 2. 7X. 187 50X1 .50X0. 170 3.4X.170 25X1 . 25X0. III OX. Ill 00X2.00XO.I37 3.5X.I37 25X1 . 25X0. III 7X. III 25X1 . 25X0. III 2. OX. III SOXI . SOXO. 170 2. OX. 170 25X1 . 25X0.III 2.4X.111 25X1 . 25X0. III 2. OX. .111 50XI.50XO.II5 2.OX.115 25X1.25X0.III 2.4X.III 25X1.25X0. III 2.OX. III DESIGN TC EXTRA WEBS 5-1 I 2_UI I 5-1 0=32 0/0 14 @ 2-10 1/2 2-6 2-6 2-10 1/4 5-4 1/4 BASE LENGTH = 55- 4 3/4 32LH248/I28 . CHORD FY- 50. KSI WEB FY = 50. KSI 0- 0 0/0 TOP CHORD 2 L 2.00X2.00XO.250 TCXR = 0- REMEM L 2.00X2.00XO.I87 2 2 L 2.00X2.00XO.187 BCXR = 0- WEB QTY SIZE IOR 1 L 1.50XI.50XO.115 9R I L I.50XI.50XO.115 V6 I L 1.25X1.25X0.1II BR 1 L 1.25X1.25X0.111 7R I L 1.50X1.50XO.170 V7 I L 1.25X1.25X0.11I ER I L 1.25X1.25X0.III 5R I L 2.00X2.00XO.I37 V8 I L I.25X1.25XO.II1 4R I L I.50XI.50X0.138 3R 2B L I.25X1.25X0.III V9 I L I.25X1.25XO.III IBTI I L I.50XI.50XO.II5 2R 2B L 1.50XI.50XO.II5 .REQUIREMENTS TCXL = LSEAT BCXL = WEB QTY 2 2B L I VI. I L 3 I L2 4 I L V2 I L 5 I L2 6 I L V3 I L 7 I L 8 I L V4 I L 9 I L 10 I L VS I L O 0/0 9 1/2 7 0/0 WELD SIZE 2 . OX. 115 2. OX. 115 2. OX. III 2. 4X. Ill 2.OX. 170 OX. 111 4X. III 3 . 4X. 137 2 . OX. III 3 . 9X. 138 5. 3X. III 2 .OX. III 2. OX. 115 I0.OX.II5 G DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 55- 4 3/4 ADDLOAD 1.0/0.0 (PPS: TC=20, BC=9) AXIAL (IC) ±10.0 K MARK: T26 W84-05-0056-0I LIST 9 PALOMAR POINTE THU, 21-JUL-2005 15: 24: 07 TC EXTRA 4-4 1/2 WEBS 2-6 1j51 TCXL___________ 0=32 0/0 3 14 @ 2-10 1/2 BASE LENGTH 32LH248/1 28 CHORD FY .TCXL = 0- 4 1/2 TOP CHORD 2 L LSEAT L 2.00X2.00XO.1-37 BCXL = 0-7 0/0 BOTTOM CHORD 2 WEB QTY SIZE WELD SIZE 2 1 1 ROUND 2.7X.325 2DL I L 1.25XL25X0.111 2.OX.111 2T1 2B L I.25X1.25X0.I11 3.5X.11I 3 1 L 2.00X2.00XO.213 2.BX.187 4 1 L 1.50X1.50X0.170 3.3X.170 V2 I L 1.25X125X0.I11 2.OX.111 5 1 L2.0OX2.00X0.137 3.5X.137 6 1 L 1.25X1.25X0.111 3.7X.111 V3 1 L 1.25X1.2EXO.111 2.OX.111 7 1 L 1.50X1.50X0.170 2.OX.170 8 1 L 1.25X1•.25X0.111 2.4X.111 V4 I L I.25X1.25X0.III 2.OX.111 9 1 LI.50X1.5OXO.115 2.OX.115 10 1 L 1.25X1.25X0.III 2.4X.11I = 52-41/2 =50. KSI WEB FY = 50. KSI 2.00X2.00XO.213 TCXR = 0- 0 0/0 REMEM L.2.00X2.00X0.187 2- 9 1/2 L 2.00X2.00XO.175 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE VS I L I.25XL25X'0.111 2.OX.111 IOR I L I.50X1.50X0.115 2.OX.I15 9R I L 1.50X150X0.115 2.OX.I15 V6 I L 1.25X1.25X0.111 2.OX.111 BR I L 1.25X1.25X0.111 2.4X.11I 7R I L 1.50XI.50X0.I70 2.OX.170 V7 I L 1.25X1.25X0.111 . 2.OX.111 6R I L 1..25X1.25X0.II1 3.5X.1I1 SR I L 2.00X2.00XO.137 3.4X.I37 V8 I LI.25X1.25X0.I1I 2.OX.111 4R I L I.50XI.50XO.I38 3.9X.138 3R 2B L I.25X1.25X0.III 4.2X.III V9 2B L I.25X1.25X0.III 3.5X.III G I8TI2B L I.25X1.25X0.1I1 2.EX.II1G 2R 2B L I.50XI.50X0.II5 9.6X.115 G MARK: T27 W84-05-0056-0I LIST -9 PALOMAR POINTE THU, 21-JUL-2005 15: 24: 07 DESIGN REQUIREMENTS ---STANDARD CASE --------------- ------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 0- 4 1/2 MAIN TC UNIFORM 248/ 128 PLE 52- 4 1/2 TC V CONC 1.40/0.00 K', 4- 0 0/0 ' ADDLOAD 1.0/0.0 (PPS: TC=21, 'BC=9) ' AXIAL (TC) ±11.4 K - - ---SPECIAL CASE # 1' UP LOAD,S ' MAINTCV CONC -1.40K 4- 0 0/0 ' ' MARK: T27 W84-05-0056-01 LIST 9 ' PALOMAR POINTE - ' THU, 21-JUL-2005 15: 24: 07 TC -4 1/2 EXTRA I WEBS 2-6 1-6 TCXL 1'11~vlll D=32 0/0 11 @ 2-10 1/2 BASE LENGTH = 42- 8 1/2 32LH248/128 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 4 1/2 TOP CHORD 2 L 2.00X2.00XO.163 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00XO.137 REMEM L 2.00X2.00XO.187 2- 9 1/2 BCXL = 0- 7 1/8 BOTTOM CHORD 2 L 2.00X2.00XO.137 BCXR = 0- 7 1/8 WEB UTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 2.3X.315 V4 I L 1.25X1.25X0.111 2.OX.111 2DL I L 2.25X1.25X0.1I1 2.OX.111 BR 1 L 1.50X1.50XO.115 2.OX.115 2T1 2B L 1.25X1.25X0.I11 3.4X.111 7R I L 1.50X1.50XO.115 2.OX.115 3 1 L 2.00X2.00XO.163 2.7X.163 VS I L 1.25X1.25X0.111 2.OX.111 4 1 L 1.25X1.25X0.I11 4.OX.I11 6R 1 L 1.25X1.25X0.11I 2.4X.111 V2 I L 1.25X125X0.111 2.0X.111 5R I L 1.50X1.50X0.138 2.OX.138 5 1 L 2.00X2.00XO.137 2.7X.I37 V6 I L 1.25X1.25X0.111 2.OX.111 6 1 L 1.25X1.25X01111 2.6X.111 4R I L 1.25X1.25X0.11I 3.3X.111 V3 1 L I.25X1.25X0.111 2.OX.111 3R 2B L 1.25X1.25X0.111 3.9X.111 7 1 L 1.50X1.50XO.115 2.OX.115 V7 2B L 1.25X1.25X0.I11 3.5X.II1 G 8 1 L I.25X1.25X0.111 2.4X.I11 14T1 2B L 1.25X1.25X0.111 2.1X.111 G 2R 2B L 1.50XI.50XO.II5 9.OX.II5 8 MARK: T28 W84-05-0056-0I LIST 9 PALOMAR POINTE THU, 21-JUL-.2005 15: 24: 07 2-6 2-6 DESIGN REQUIREMENTS ---STANDARD CASE ---------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM .248/ 128 PLF 0- 4 1/2 MAIN TC UNIFORM 248/ 128 PLF 42 8 1/2 TC V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=17, BC=7) AXIAL (IC) ±11.4 K ---SPECIAL CASE # I UP LOADS MAIN TC V CONC -1.4.0K 4- 0 0/0 MARK: T28 W84705-005-01 LIST 9 PALOMAR POINTE 21-JUL-2005 15:24: 07 Ic 2-10 1/2 EXTRA I WEBS 0_3I11/4 2-6 I 03I Ij/4 2-6 2-6 2-10 1/4 Vs 0=32 0/0 4-8 1/4 5-4 1/4 TC XL WEB 2 IT I 112 VI 3 4 V2 5 6 TCXL = LEMEM BCXL = OTY 2B LI 2B L I 28 L I 2B L I 2B L I I L I L I. I L I L BASE LENGTH 32LH248/I28 CHORD FY 0- 4 1/2 TOP CHORD 2 L L 2.00X2.00XO.I87 3- 2 0/0 0- 7 0/0 BOTTOM CHORD 2 SIZE WELD SIZE 25X1.25X0.II1 7.3X.I1IG 25X1.25X0.III 4.8X.IIIG 25X1.25X0.I1I 3.2X.II1G 25X1.25X0.III 3.5X.IIIG 25X1.25X0.I1I 2.9X.1II 25X1 .25X0. III 2.4X.111 25X1 .25X0. III 2.OX. III 50X1.50X0.115 2.OX.II5 50X1.50X0.II5 2.OX.II5 = 33- 0 1/2 = 50. KSI WEB FY = 50. KSI 2.00X2.00XO.163 TCXR 0- 0 0/0 REMEM L 2 00X2 OOXO. 187 2- 9 1/2 L 2.00X2.00X0.137 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE V3 I L 1.25X1.25X0I1I 2.OX.I1I 6R I L I.25X1.25X0.III 2.4X.III 5R I L 1.50XI.50X0.115 2.OX.115 V4 I L 1.25X1.25X0.I1l 2.OX.III 4R I L I.25X1.25X0.I1I 2.4X.III 3R I L 2.00X2.00XO.I87 2.OX.I87 VS I L I.25X1.25X0.111 2.OX.I1I IOTI I L I.50X1.50XO.II5 2.OX.115 2R 2B L I.25X1.25X0.lI1 6.7X.1II G MARK 129 W84-05-0056-01 LIST 9 PALOMAR POINTE THU, 21-JUL-2005 15: 24: 07 DESIGN REQUIREMENTS ---STANDARD CASE ----- ----------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 0- 4 1/2 MAIN TC UNIFORM 248/ 128 PLF 33- 0 1/2 TC VCONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=14, BC=5) AXIAL (TC) ±11.4 K ---SPECIAL CASE # I UP LOADS MAIN TC V CONC -1.40K 4- 0 0/0 MARK: 129 W84-05-0056-01 LIST 9 PALOMAR POINTE 21-JUL-2005 15: 24: 07 IC 2-6 EXTRA WEBS 4-0 2-6 3-0 0=32 0/0 15 @ 2-10 1/2 BASE. LENGTH 32LH248/128 CHORD FY 0- 0 0/0 TOP CHORD 2 L L 2.00X2.00XO.250 0- 7 0/0 BOTTOM CHORD 2 SIZE. WELD SIZE 50X1 .50X0. 138 BOX. 138 50X1.50X0.II5 2.OX.115 00X2.00XO.213 3.OX. 187 50X1 . 50X0. 170 3. 3X. 170 25X1 .25X0. III 2.0X.111 00X2.00XO.I37 3.5X.I37 25X1.25X0.III 3.7X.I11 25X1 . 25X0 .111 2. OX. III 5<OXI.50X0.I70 2.OX.I70 25X1.25X0.II1 2;4X.I1I 25X1 . 25X0.III 2 .OX. III 50XI.50X0.II5 2;0X.115 25X1 .25X0.III 2. 4X. Ill 25X1 .25X0. 111 2.0X. III = 55-4 3/4 = 50. KSI. WEB FY = 50. KSI 2.00X2.00XO.250 TCXR = 0- 0 0/0 REMEM L 2:00X2.00X0.187 2- 9 1/2 L 2. 00X2 . OOXO. 187 BCXR = 0- 7'0/0 WEB OTY SIZE WELD SIZE IOR I L 1.50X1.50XO.115 2.OX.115 YR I L I.50X1.50XO.115 2.OX.115 V6 I L 1.25X1.25X0.III 2.OX.III BR I L 1.25X1.25X0.1II 2.4X.I1I 7R I L 1.50X1.50X0.170 2.OX.I70 .V7 I L 1.25X1.25X0.III 2.OX.III BR I. L 1.25X1.25X0.III. 3.5X.III 5R I L 2.00X2.00XO. 137 3.4X.137 V8 I L I.25X1.25X0.I1I. 2..OX.II1 4R I L I.50X1.50XO.I38 3.9X.I38 3R 2B L I.50XI.50X0.115 5.4X.I15 V9 1 L 1.25X1.25X0.III 2.OX.1II I8TI I L I.50XI.50XO:115 2.OX.115 2R 2B L 1.50X1.50XO.115 9.9X.115 G TCXL = LSEAT BCXL = WEB OTY 2 2B L I 2DL I L 3 I L2 4 I L V2 I L 5 I L2 6 I L V3 I L 7 1. L 8- I L V4 I L 9 I L 10 I L V5 I L MARK: T30 W84-05-0056-01 LIST 10 PALOMAR POI; 21-JUL-2005 15: 08: 01 DESIGN REQUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL . 1.80 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF. 55- 43/4 TO V-CONC 0.40/0.00 K 7- 5 0/0 ADDLOAD 1.0/0.0 (PPS: 10=20, BC=9) AXIAL (TC) ±10.0 K MARK: T30 W84-05-0056-01 LIST 10 PALOMAR POINTE 21-JUL2005 15:08. 01 TC - 2-6 EXTRA - I WEBS 4-0 2-6 I 3-0 /N 0=32 0/0 5-0 15 @ 2-10 1/2 - BASE LENGTH =. 55- 4 3/4 32LH248/128 CHORD FY = 50. KSI WEB FY = 50- KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.250 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00XO.250 REMEM L2.00X2.00XO.187 2- 9 1/2 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.187 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.50XI.50X0:138 8.OX.138 lOP I L I.50X1.50X0.115 2.OX.115 2DL I L 1.50X1.50X0.115 2.OX.I15 9R I L 1.50X1.50X0.I15 2.OX.I15 3 1 L 2.00X2.00XO.213 3.OX.I87 V6 I L 1.25X1.25X0.111 2.OX.111 4 1 L 1.50X1.50X0.170 3.3X.170 8R I L 1.25X1.25X0.111 2.4X.111 V2 I L 1.25X1.25X0.111 2.OX.111 7R I LI.50X1.50X0.170 2.0X.170 5 1 L 2.00X2.00XO.I37 3.5X.137 V7 I L 1.25X1.25X0.II1 2.OX.111 6 1 L I.25X1.25X0.II1 3.7X.I11 6P I LI.25X1.25X0.III 3.5X.11I V3 I L I.25X1.25X0.II1 2.OX.111 SR 1 L 2.00X2.00XO.I37 3.4X-.137 7 1 L 1.50X1.50X0.I70 2.OX.170 V8 I L I.25X1.25X0.I1I 2.OX.111 8 1 L I.25X1.25X0.I1I 2.4X.-Ill 4R I L I.50XI.50X0.I38- 3.9X.I38 V4 I L I.25X1.25X0.1I1 2.0X..II1 3R 2B L I.50X1.50X0.II5 5.4X.I15 9 1 L 1.50XI.50X0.II5 2.OX.I15 V9 I L I.25X1.25X0.I1I 2.0X.I1I 10 1 L I.25X1.25X0.II1 2.4X.III I8TI I L 1.50XI.50X0.I15 2.OX .I:I5 VS I L 1:25X1.25X0.III 2.0X.11I 2R 2B L I.50X1.50X0.115 . 9.9X.II5 6 MARK: T31 W84-05-0056-0I LIST 10 PALOMAR POINTE THU, 21-JUL-2005 15: 08:01 DESIGN AEOUIREMENTS DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 55- 43/4 TC V CONC 0.40/0.00 K 7- 5 0/0 ADDLOAD 1.0/0.0 (PPS: TC=20, BC=9) AXIAL (TC) - ±10.0 K MARK: T31 W84-05-0056-0 1 LIST 10 PALOMAR POI 21-JUL-2005 15:08:01 r IC EXTRA WEBS 2-0 1J4 1J'2 TCXL 2-10 5-3 1/4 - 0=32 0/0 13 @ 2-10 1/2 BASE 'LENGTH 32LH248/128 CHORD.FY TCXL = 0- 4 0/0 TOP CHORD 2 L LSEAT L 2.00X2.00XO.137 BCXL = 0- 7 0/0 BOTTOM CHORD 2 QTY SIZE WELD SIZE 1 15/16 ROUND 2.4X.315 I L I.25X1.25X0.lil 2.OX.111 I L 2.00X2.00XO.137 3.6X.137 I L 2.00X2.00XO.163 4.2X.163 2B L 1.25X1.25X0.111 3.OX.111 I L 1.25X1.25X0.111 2.OX.111 I L 2.00X2.00XO. 137 3.3X.137 I LI.25X1.25X0.III 3.4X.I11 I L I.25X1.25XO.III 2.OX.111 I L I.50X1.50XO.I70 2.OX. 170 I L 1.25X1.25X0.III 2.4X.III I L I.25X1.25X0.III 2.OX.111 WEB 2 2DL 3 4 3T1 V2 5 6 V3 7. 8 V4 = 46-01/4 50. KSI WEB FY = 50. KSI 2.00X2.00XO.187 TCXR = 0- 0 0/0 RSEAT L 2.00X2.00XO.250 L 2.00X2.00XO.137 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE 9 1 L 1.50X150X0.115 2.OX.115 9R I L I.50XI.50X0.I15 2.OX.115 VS I L I.25X1.25X0.II1 2.OX.111 8R I L 1.25X1.25X0.II1 2.4X.111 7R 1 L 1.50XI.50X0.II5 2.OX.115 V6 I L 1.25X1.25X0.III 2.OX.111 6R I L 1.25X1.25X0.III 2.4X.111 5R I L 1.50XI.50X0.I70 2.OX.I70 V7 1 L I.25X1.25X0.111 2.OX.111 4R 1 L I.25X1.25X0.III 3.9X.III 3R 2B L I.25X1.25X0.III 4.4X.III V8 I L I.25X1.25X0.III 2.OX:III 2R 2B L 1.25X1.25X0.III 8.3X.III MARK: T32 W84-05-0056-0I LIST 10 PALMAR POINTE 21-JUL-2005 15:06::01 DESIGN REQUIREMENTS ---STANDARD CASE ---------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXIL. TC UNIFORM 248/ 128 PLF 0- 4 0/0 MAIN TC UNIFORM 248/ 128 PLF 46- 0 1/4 TC V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=18, BC=8) AXIAL (TC) ±11.4K . ---SPECIAL CASE .# 1 UP LOADS MAIN TC V CONC -1.40K 4- 0 0/0 MARK: 132 W84-05-0056-01 LIST 10 PALOMAR POINTE 21-JUL-2005 15:.08-.01 TC 4-5 EXTRA I WEBS 2-6 1-6 TCXL 5-9 1/4 10 0=32 0/0 -7 1/2 15 @ 2-10 1/2 BASE LENGTH = 54- Q 1/.4 32LH248/128 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL 0- 5 0/0 TOP CHORD 2 L 2.50X2.50X0.197 TCXR = 0- 0 0/0 LSEAT L 2.50X2.50X0.197 RSEAT L 2.00X2.00XO.250 BCXL 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.200 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1. 1-1116 ROUND 3.2X.336 V5 1 L 1.25X1,25X0.111 2.OX.111 2DL I L I.25X1.25X0.111 2.OX.111 IOR 1 L I.50X1.50X0.115 2.2X.115 2T1 2B L 1.25X1.25X0. 111 3.5X.111 9R 1 L 1.50X1.50X0. 138 2.OX. 138 3 1 L 2.00X2.00X0.187 3.OX.187 V6 I L 1.25X1.25X0.III 2.OX.111 4 1 L 1.50X1.50X0.170 3.9X.170 8R I L 1:25X1.25X0.111 2.4X.111 V2 I L 1.25X1.25X0.111 2.OX.111 7R I L 1..50XI.50XO.170 2.OX.170 5 1 L 2.00X2.00XO.I37 4.2X.I37 V7 I L 1.25X1.25X0.I11 2.OX.111 5 1 L 1.25X1.25X0.111 4.3X.III ER I L 1.25X1.25X0.III 3.6X.I11 V3 I L I.25X1.25X0.111 2.OX.111 SR I L 2.00X2.00XO.I37 3.5X.137 - 7 1 L 2.00X2.00XO.137 2.9X.137 V8 .1 L 1.25X1.25X0.111 2.OX.111 8 1 L 1.25X1.25X0.1I1 2.8X.111 4R I L 1.50X1.50X0.138 4.2X.138 V4 I L 1.25X1.25X0.I11 2.OX.111 3R 2B L 1.50X1.50X0.II5 5.5X.II5 9 1 L I.50X1.50X0.I38 2.OX.138 V9 I L 1.25X1.25X0.III 2.OX.111 10 1 LI.25X1.25X0.III 2.4X.I1I .2R 2B LI.50X1.50X0.I15 11.IX.II5 10 PALOMAR POINTE MARK: T33 W84-05--0056-0I LIST THU, 21-JUL-2005 15: 08: 01 DESIGN REQUIREMENTS ---STANDARD CASE ----------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 18O LIVE 240 EXIL IC UNIFORM 248/ 128 PLF 0 5 0/0 MAIN IC UNIFORM 248/ 128 PLF 4 0 1/4 IC V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=20: BC=9) POSDRIFT 32./ 32.PLF LENGTH 54- 0 1/4 STARTS 0- 0 0/0 AXIAL (TC) . ±11.4 K ---SPECIAL CASE # 1 UP LOADS MAIN IC V CONC -1.40K 4- 0 0/0 MARK: T33 W84-05-0056-01 LIST 10 PALOMAR POI 21-JUL-2005 15-.08- .01 TC EXTRA 5-8 1/4 WEBS 2_61 1-6 TCXL_____________ I 3-0 4-U. 1_ill 3/4 t 0=32 0/0 16 @ 2-10 1/2 BASE LENGTH = 55-11 3/4 4-0 32LH248/128 CHORD TCXL = 0-11 0/0 TOP CHORD 2 LSEAT L 2.00X2.00XO.137 BCXL = 0- 7 0/0 BOTTOM CHORD WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 2.8X.315 2DL 1. L 1.25X1.25X0.111 2.OX.111 3 1 L 2.00X2.00XO.163 3.7X.163 4 1 L 2.00X2.0.OXO.187 4.IX.167 311 2B L 1.25X1.25X0.111 3.OX.111 V2 I LI,25X1.25X0.111 2.OX.111 5 1 L 2.00X2.00XO.137 4.IX.137 6 1 L 1.50X1.50X0.138 3.5X138 V3 I. L 1.25X1.25X0.111 2.OX.111 7 1 L 2.00X2.00XO.137 3.OX.I37 8 1 L 1.25X1.25X0.111 3.0X.111 V4 I L 1.25X1.25X0.111 2.OX.111 9 - I L 1.50XI50X0.138 2.OX.138 10 1 L 1.25X1.25X0.II1 2.4X.111 VS I L I.25X1.25X0.111 2.OX.111 FY = 50. KSI WEB FY = 50. KSI L 2.00X2.00XO.250 TCXR = 0- 0 0/0 RSEAT L 2.00X2.00XO.250 2 L 2.00X2.00XO.200 BCXR = 0-7 0/0 WEB OTY SIZE WELD SIZE 11 1 L 1.50X1.50XO..115 2.OX.115 hR I L 1.50XI.50XO.115 2.OX.115 V6 1 L I.25X1.25X0.111 2.OX.111 hOP 1 L 1.25X1.25X0.111 2.4X.1I1 9R I L 1.50X1.50X0.115 2.OX.I15 V7 I L 1.25X1.25X0.111 2.OX.111 BR I L 1.25X1.25X0.111 27X.111 7R I L 2.00X2.00XO. 137 2.8X. 137 V8 I L 1.25X1.25X0111 2..OX.I.11 BR 1 L 1.50X150X0.115 4.OX.I15 5R I L 2.00X2.00XO.137 3.9X.137 V9 1 L 1.25X1.25X0..111 2.0X.111 .4R 1 L 1.50X1 .SOXO. 170 3.6X.170 3R I L 2.00X2.00XO.213 30X.I87 VIO 1 L I.25X1.25X0.111 2.OX.111 2R 2B L I.25X1.25X0.I11 8.2X.III 0 PALOMAR POINTE MARK: T34 W84-05-0056-01 LIST I THU, 21-JUL-2005 15: 08: 01 DESIGN REQUIREMENTS ---STANDARD CASE ---------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TO UNIFORM 248/ 128 PLF 0-11 0/0 MAIN TO UNIFORM 248/ 128 PLF 55-11 3/4 TO V CONC 1.40/0.00 K 4- .6 ,0/0 ADDLOAD 1.0/0:0 (PPS: TC=22, BC=10) AXIAL (TC) ±11.4 K ---SPECIAL CASE # I UP LOADS MAIN TO V CONG -1.40K 4- 6 0/0 . 10 PALOMAR POINTE MARK: T34 84-05-0056-01 LISTTHU, 21-JUL-2005 15:08: 01 TC 8-2 3/4 EXTRA I WEBS I2-0 2-0 II TCXL I 3-0 4-0 31/4 0=32 0/0 BCXR 16 @ 2-10 1/2 4-0 BASE LENGTH = 55-10 3/4 32LH248/128 CHORD FY =50. KSI WEB FY = 50. KSI TCXL = 3- 5 1/2 TOP CHORD 2 L 2.00X2.QOXO.250 TCXR = 0- 0 0/0 LEMEM L 2.00X2.00X0.187 5- 9 0/0 RSEAT L 2.50X2.50X0.250 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2:00X2.00XO.200 BCXR = 3- 9 1/2 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 2.9X.315 11 1 L 1.50X1.50X0.115 2.OX.115 2DL 1 L 1.25X1.25X0.111 2.OX.111 hR I L 1.50X1.50X0.I15 2.OX.115 3 1 L 2.00X2.00XO.187 3.3X.187 VS I L I.25X1.25X0.h1I 2.OX.111 4 1 L 2.00X2.00XO.187. 4.IX.187 I0R I L I.25X1.25X0.h1I 2.4X.111 3T1 2B L 1.25X1.25X0.111 3.OX.111 9R I L I.50X1.50X0.115 2.OX.115 V2 I L 1.25X1.25X0.h1I 2.OX.111 V7 I L I.25X1.25X0.Ih1 2.OX.111 5 1 L 2.00X2.00XO.137 4.2X.137 8R I L I.25X1.25X0.II1 2.7X.I11 6 1 L 1.50X1.50X0.138 3.6X.138 I L 2.00X2.0OXO.I37 2.BX.I37 V3 I L 1.25X1.25X0.111 2.OX.111 V8 1 L I.25X1.25X0.111 2.OX.11.1 7 1 L 2.00X2.00XO.137 3.OX.137 BR I L I.50X1.50X0.115 4.OX.115 8 1 L 1.25X1.25X0.1I1 3.OX.111 5R 1 L 2.00X2.00XO.137 3.9X.137 V4 I L 1.25X1.25X0.11I 2.OX.111 V9 1 L 1.25X1.25X0.111 2.OX.111 9 1 L 1.50X1.50X0.I38 2.OX.I38 4R I L 1.50X1.50X0.170 3.6X.170 10 1 L 1.25X1.25X0.III 2.4X.1I1 3R I L 2.00X2.00XO.213 2.9X.187 VS I L 1.25X1.25X0.III 2.OX.111 VIO I L 1.25X1.25X0.I1I 2.OX.111 2R 2B L 1.25X1.25X0.I1I 8.2X.III MARK: T35 W84-05-0056-0I LIST 11 PALOMAR POINTE THU, 21-JUL-2005 15: 05: 36 DESIGN REQUIREMENTS ---STANDARD CASE ----------------------- ----------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXIL IC UNIFORM 248/ 128 PLF 3- 5 1/2 MAIN IC UNIFORM 248/ 128 PLF 55-10 3/4 IC V CONC 1.40/0.00 K 4- 6'0/0 ADDLOAD 10/0.0 (PPS: TC=22, BC=10) AXIAL (IC) . ±11.4 K ---SPECIAL CASE # 1 UP LOADS MAIN Ic V CONC -1.40K '4 -'6 0/0 MARK: 135 W84-05-0056-01 LIST 11 PALOMAR POINTE 21-JUL-2005 15-05-.36 IC 8-2 3/4 EXTRA I WEBS 2-0 4-0 I 2-0 1-11 jl/4 TCXL 0=320/0 - 16 @ 2-10 1/2 4-0 BASE LENGTH = 55-11 1/4 32LH248/128 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 3- 5 1/2 TOP CHORD 12 L 2.00X2.00XO.250 TCXR = 0- 0 0/0 LEMEM L 2.00X2.00XO.187 5- 9 0/0 RSEAT L 2.00X2.00XO.250 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.200 BCXR = 0- 7 0/0 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1 15/16 ROUND 2.9X.315 11, 1 L 1.50XI.50XO.115 2.OX.115 2DL I L 1.25X1.25X0.111 2.OX.111 liP I L 1.50XI.50XO.115 2.OX.115 3 1 L 2.00X2.00XO.187 3.3X.187 V6 I L 1.25X1.25X0.111 2.OX.111 4 1 L 2.0.OX2.00XO.187 4.IX.187 IOR I L 1.25X1.25X0.11I 2.4X.111 3T1 2B L 1.25X1.25X0.I11 3.OX.111 9R 1. L 1.50XI.50X0.115 2.OX.115 V2 I L 1.25X1.25X0.I11 2.OX.111 V7 I L 1.25X1.25X0.III 2.OX.111 5 1 L 2.00X2.00XO.137 4.2X.I37 8R I L 1.25X1.25X0.11I 2.7X.II1 6 1 L 1.50X1.E0XO.I38 3.6X.138 7R I L 2.00X2.00XO.137 2.8X.I37 V3 I L1.2SXI.25X0.I11 2.OX.111 V8 1 L 1.25X1.25X0.111 2.OX.111 7 1 L 2.00X2.00XO.137 3.OX.137 ER I L I.50XI.50X0.I15 4.OX:115 8 1 L I.25X1.25X0.111 3.OX.111 5R I L 2.00X2.00XO.137 3.9X.137 V4 I L 1.25X1.25X0.I11 2.OX.111 V9 I L 1.25X1.25X0.III 2.OX .111 9 1 L I.50X1.50X0.138 2.OX.138 4R I L 1.50X1.50X0.170 3.6X.I70 10 I L I.25X1.25X0.111 2.4X.11I. 3R I L 2.00X2.00X0.213 3.OX.I87 V5 I LI.25X1.25X0.I1I 2.OX.111 VIO I L I.25X1.25X0111 2.OX.111 2R 2B L 1.25X1,25X0.III 8.2X.111 I PALOMAR POINTE MARK: T36 W84-05-0056-0 I LIST I THU, 21-JUL-2005 15-.05-.36 DESIGN REQUIREMENTS ---STANDARD CASE ---------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 3- 5 1/2 MAIN TC UNIFORM 248/ 128 PLF 55-1.1 1/4 TC V CONC 1.40/0.00 K . 4-.6 0/0 ADDLOAD 1.0/0:0 (PPS: TC=22, BC=10) AXIAL (IC) ±11.4 K ---SPECIAL CASE # I UP LOADS MAIN TCV CONC -1.40K 4- 6 0/0 MARK: T36 W84-05-0056-01 LIST 11 PALOMAR POINTE THU, 21-JUL-2005 15: 05: 36 TC 4-0 EXTRA I WEBS 1.03-0 -d 4-0 0=320/0 16 @ 2-10 1/2 BASE LENGTH = 55- 4 1/4 32LH248/128 CHORD FY TCXL = 0 7 0 0/0 TOP CHORD 2 L LEMEM L 2.00X2.00XO.187 3- 3 1/2 BCXL = 0- 7 0/0 BOTTOM CHORD 2 WEB QT.Y SIZE WELD SIZE 2 2B L 1.25X1.25X0.111 9.5X.111 G 2DL I L 1.25X1.25X0.111 2.OX.I1I VI I L I.25X1.25X0.I11 2.OX.11I 3 1 L 2.00X2.00XO.213 2.9X.187 4 I L 1.50X1.50XO.170 3.4X.170 V2 I L I.25X1.25X0.I11 2.OX.111 5 1 L 2.00X2.00XO.137 3.7X.137 6 I L 1.25X1.25X0.111 3.9X.111. V3 I L I.25X1.25X0.I11 2.OX.1I1 7 1 L I.50X1.50XO.I70 2. IX. 170 8 1 L 1.25X1.25X0.1II 2.5X.III V4 I L I.25X1.25X0.III 2.OX.III 9 0 L 1..50X1.50X0.II5 2.OX.115 10 1 LI.25X1.25X0.I11 2.4X.III V5 I L I.25X1.25X0.1II 2.OX.1II = 50. KSI. WEB FY = 50. KSI 2.00X2.00XO.232 TCXR = 0- 0 0/0 RSEAT L 2.50X2.50XO.I97 L 2.00X2.00XO.187 BCXR = 2- 7 1/2 WEB QTY SIZE WELD SIZE II I L 1.50X1.50XO.II5 2.OX.115 hR I L I.50X1.50XO.115 2.OX.115 V6 I L 1.25X1.25X0.III 2.OX.III IOR I L 1.25X1.25X0.1II 2.4X.1II YR I L I.50X1.50X0. 138 2. IX. 138 V7 I L 1.25X1.25X0.11I 2.OX.III 8R I L 1.25X1.25X0.Ih1 3.3X.111 7R 1 L 2.00X2.00XO.I37 3.2X.137 V8 I L 1.25X1.25X0.111 2.OX.III ER I L 1.50X1..50X0.138 3.8X.138 SR I L 2.00X2.00XO.163 3.7X.I63 V9 I L I.25X1.25X0.III 2.OX.III 4R 1 L 1.50X1.50XO.I70 '4.OX.I7O 3R I L 2.00X2.00XO.I37 3.7X.I37 2DR I L 1.25X1.25X0.III 2.OX.1'II 2R 1 15/16 ROUND 0 0 2.4X.315 MARK: T37 W84-05-005E-0I LIST II PALOMAR POINTE THU, 21-JUL-2005 15: 05: 36 DESIGN REQUIREMENTS ---STANDARD CASE DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 55- 4114 TC V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=22, BC=IO) AXIAL (IC) ±11.4K ---SPECIAL CASE # I UP LOADS MAIN TC V CONC -1.40K 4- 0 0/0 MARK: T37 W84-05-0056-01 LIST 11 PALOMAR POINTE 21-JUL-2005 15: 05: 36 Ic 7-11 1/2 EXTRA WEBS 3-0 1-6 1201 2-0 TCXL 0=32 0/0 - - 4-0 16 @ 2-10 1/2 3-0 BASE LENGTH = 55-1.1 1/4 32LH248/128 CHORD FY TCXL = 3- 5 1/2 TOP CHORD 2 L LEMEM L 2.00X2.00XO 187 -6- 9 7/8 BCXL = 0- 7 0/0 BOTTOM CHORD 2 WEB QTY SIZE WELD SIZE 2 2B L 1.50X1.50XO.115 10.IX.115 G 2DL 2B L 1.25X1..25X0.111 3.4X.111 G 2T1 2B L 1.25X1.25X0.111 3.5X.IIIG 3 2B L1.25X1.25X0.111 5.5X.111 4 1 L 1.E0XI.50XO.170 3.9X.170 V2 I LI.25X1.25X0.111 2.OX.111 5 1 L 2.00X2.00XO. 137 4.2X.137 6 1 L 1.25X1.25X0.111 4.4X.111 V3 I L 1.25X1.25X0.111 2.OX.111 7 1 L 2.00X2.00XO.137 2.9X.137 8 1 L 1.25X1.25X0.111 2.8X.111 V4 I L I.25X1.25X0.I11 2.OX.111 9 1 L 1.50XI.50X0.I38 2.OX.138 10 1 L 1.25X1.25X0.111 2.4X.111 V5 I L 1.25X1.25XO.I11 2.OX.111 50. KSI WEB FY = 50. KSI 2.50X2.50XO.212 TCXR = 0- 0 0/0 RSEAT L 2.50X2.50XO.197 L 2.00X2.00XO.213 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE 11 1 L 1.50X1.50XO. 138 2.OX. 138 IIR I L 1.50X1.50XO. 138 2.OX. 138 V6 I L 1.25X1.25X0.111 2.OX.111 IOR I L I.25X1.25X0.11I 2.4X.111 9R I L I.50XI.50X0.170 2.OX.I70 V7 I L 1.25X1.25X0.11I 2.OX.111 BR I L I.25X1.25X0.11I 3.5X.111 7R I L 2.00X2.00XO. 137 3.5X.137 V8 1. L 1.25X1.25X0.II1 2.OX.111 BR 1 L I.50XI.50XO.I38 4.IX.138 SR I L 2.00X2.00XO.163 4.OX.163 V9 I L I.25X1.25X0.1II 2.OX.111 4R I L I.50X1.50XO.I70 4.4X.I70 3R I L 2.00X2.00XO.I63 3.6X.I63 2DR I L I.25X1.25X0.I1I 2.0X.III 2R 1 15/16 ROUND 2.8X.315 MARK: T38 W84-05-0056-0I LIST II PALOMAR POINTE THU, 21-JUL-2005 15: 05: 36 DESIGN REGUIREMENTS ---STANDARD CASE ---------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL IC UNIFORM 248/ 128 PLF 3- 5 1/2 MAIN TC UNIFORM 248/ 128 PLF 55-11 1/4 IC V CONC 1.40/0.00 K 4- 6 0/0 ADDLOAD 1.0/0.0 (PPS: TC=22, BC=1O) POS DRIFT 32./ 32.PLF LENGTH 55-11 1/4 STARTS 0- 0 0/0 AXIAL (TC) ±11.4 K ----SPECIAL CASE # I UP LOADS MAIN TC V CONC -1.40K 4- 60/0 MARK: 138 W8k-05-0056-01 LIST 11 PALOMAR POINTE 21-JUL-2005 15: 05: 36 2-6 3-4 tio i-8 tN,e ' I 111w 4 v N d / ' I V I " ' ol ' 6 o/ 6 V \ 12 BUR 0=32 0/0 3-4 16 @ 2710 1/2 3-4 BASE LENGTH = 54— 8 0/0 32LH248/128 CHORD FY = 50. KSI WEB FY = 50. KSi TXL = 0— 0 0/0 TOP CHORD 2 L 2.50X2.50X0.212 TCXR= 0— 0 0/0 LSEAT L 2.50X2.50X0.197 RSEAT L 2.50X2.50X0.197 BCXL = 0— 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.187 BCXR= 3— 2 1 . /2 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 I ROUND 2.9X.325 hR I L I.50XI.50XO.115 2.OX.II5 2DL I L 1.25X1.25X0.111 2.0X.I11 yE - I L I.25X1.25X0.III 2.0X.'1tI, 3 I L 2.00X2.00XO.I63 3.5X.I63 IOR I L I.25X1.25X0.111 2.4X.I1I 4 1 L I.50XI.50X0.I38 4.5X.I38 YR I L 1.50X1.50XO.138 2.OX.I38 V2 I L 1.25X1.25X0.II1 2.OX.III V7 I L 1.25X1.25X0.Ih1 2.OX.I11 5 1 L 2.00X2.00XO.I37 4.OX.137 BR 1. L 1.25X1.25X0.I1I 3.OX.111 6 1 L I.25X1.25X0.1II 4.2X.1I1 7R I L 2.00X2.00XO.I37 3.OX.137 V3 I L I.25X1.25X0.III 2.OX.111 V8 I .L I.25X1.25X0.III 2.OX.III 7 1 L 2.00X2.00XO.I37 2.8X.137 ER I L I.25X1.25X0.III 4.4X.III 8 1 L 1.25X1.25X0.III 2.8X.I1I SR I L 2.00X2.00XO.137 4.IX.137 V4 I L 1.25X1.25X0.111 2.OX.II1 VY I L 1.25X1.25X0.I11 2.OX.II1 9 1 L 1.50X1.50XO.115 2.OX.II5 4R I L 1.50XI:50XO.I38 4.7X.138 10 1 L 1.25X1.25X0.III 2.4X.1I1 3R I L 2.00X2.00XO.I37 3.5X.I37 VS I L 1.25X1.25X0.III 2.OX.II1 VIO 1 L I.25X1.25X0.I1I 2.OX.1II II I L I.50XI.50XO.II5 2.OX.115 2R I I ROUND 2.5X.325 MARK: T39 W84-05-005E-01 LIST 11 PALOMAR POINTE 21—JUL-2005 15-05-.36 DESIGN IEQUIREMENTS ---STANDARD CASE ------- ---------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN IC UNIFORM 248/ 128 PLF 54-8 0/0 TCVCONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=21, BC=10) AXI AL. (TC) ±43.0 K ---SPECIAL CASE # I UP LOADS MAIN TC V CONC -1.40K 4- 0 0/0 MARK: 139 W84-05-0056-01 LIST 11 PALOMAR POINTE 21-JUL-2005 15: 05: 36 Ic 4-0 EXTRA I WEBS i2-6 I 3-8 1/2i 1-6 TcXR BCXR D=32 0/0 13-8 1/2 16 @ 2-10 1/2 . .3-8 1/21 BASE LENGTH = 55- 5 0/0 32LH248/128 CHORD FY = 50.. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.00X3.00XO.313 TCXR = 0- L 0/0 LSEAT L 2.50X2.50XO.250 RSEAT L 2.50X2.50X0.250 BCXL= 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.200 BCXR 3- 5 0/0 WEB QTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1 1-1/15 ROUND 3.OX.335 11 1 L 1.50X1.50XO.115 2.OX.115 2DL I L 1.25X1.25X0.111 2.OX.111 hR 1. L I.50X1.50X0.115 2.OX.115 2T1 2B L 1.25X1.25X0.111 3.5X.I11 VS I L 1.25X1.25X0.111 2.OX.111 3 1. L 2.00X2.00XO.137 3.6X.137 IOR I L 1.25X1.25X0.1I1 2.4X.111 LI I L I.50XI.50X0.I38 4.5X.138 9R I L 1.50XI.50X0.I38 2.OX.I38 V2 I L I.25X1.25X0.Ih1 2.OX.111 V7 I L 1.25X1.25X0.111 2.OX.111 5 1 L 2.00X2.00XO.I37 4.OX.I37 8R I L 1.25X1.25X0.111 3.OX.111 6 1 L I.25X1.25X0.I1I 4.2X.I11 7R I L 2.00X2.00XO.I37 3.OX.I37 V3 I L I.25X1.25X0.I11 2.OX.111 V8 I L I.25XI.25X0.1II 2.OX.111 7 1 L 2.00X2.00XO.I37 2.BX.I37 SR I L I.25X1.25X0.III 4.4X.III 8 1 L 1.25X1.25X0.11I 2.8X.111 SR I L 2.O0X2.O0X0.I37 4.IX.I37 I L 1.25X1.25X0.111 2.OX.111 VY I L I.25X1.25X0.I11 2.OX.1I1 9 1 L 1.50X1.50X0.115 2.OX.115 4R I L 1.50X1.50XO.I38 4.7X.138 10 1 L 1.25X1.25X0.II1 2.4X.1II 3R I L 2.00X2.00X0I37 3.5X.137- V5 I LI.25X1.25X0.11I 2.OX.I1I . VIO I L I.25X1.25X0.1I1 2.OX.111 2R 1 1-1/16 ROUND . 2.6X.336 MARK: 140 W84-05-0056-0I LIST 12 PALOMAR POINTE 21-JUL-2005 15: 21:07 DESIGN RE UIREMENTS ---STANDARD CASE----------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 MAIN TC UNIFORM 248/ 128 PLF 55- 5 0/0 TC V CONG 1.40/0.00 K 4- 0 0/0 EXIR TC. UNIFORM 248/ 128 PLF 0- 4 0/0 ADDLOAD 1.0/0.0 (PPS: TC=22, BC=10) AXIAL (TC) ±96.OK . ---SPECIAL CASE # I UP LOADS MAIN TC V CONC -1 .40K .4- 0 0/0 MARK: T40 W84-05-0056-01 LIST 12 PALOMAR POINTE THU, 21-JUL-2005 15: 21: 07 I2_01 I 1-7 TCXL 2-0 3_3 3/41 f 0=32 0/0 I 2-10 16 @ 2-10 1/2 3-0 BASE LENGTH = 54-10 3/4 32LH248/128 CHORD TCXL = 0- 6 0/0 TOP CHORD 2 LSEAT L 2.50X2.50X0.197 BCXL = 0- 7 0/0 BOTTOM CHORD WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.IX.315 2DL I L 1.25X1.25X0.111 2.OX.111 3 1 L 2.00X2.00XO. 187 3.7X.167 4 1 L 1.50XI.50X0.170 4.5X.170 V2 I LI.25X1.25X0.1I1 2.OX.111 5 1 L 2.00X2.00XO.163 4.IX.163 6 1 L 1.50XI.50X0.138 4.2X.138 V3 I L 1.25X1.25X0.111 2.OX.111 7 1 L 2.00X2.00XO.137 3.5X.137 8 .1 L 1.25X1.25X0.111 3.5X.111 VLI I L 1.25X1:25X0.111 2.OX.111 9 1 L 1.50X1.50XO.170 2.OX.I70 10 1 L 1.25X1.25X0.111 2.4X.111 VS I L 1.25X1.25X0.111 2.OX.111 II I L 1.50X1.50XO. 138 2.OX. 138 FY = 50. KSI WEB FY = 50. KSI L 2.50X2..50XO.212 TCXR = 0- 0 0/0 RSEAT L 2.50X2.50X0.197 2 L 2.00X2.00XO.232 BCXR = 0- 7 0/O WEB QTY SIZE WELD SIZE hR 1 L 1.50X1.50X0. 138 2.OX. 138 V6 I L 1.25X1.25X0.111 2.OX.111 lOR I L 1.25X1.25X0.111 2.4X.111 9R 1. L 1.50XI.50XO.138 2.OX.138 V7 I L 1.25X1.25X0.111 2.OX.111 8R I L 1.25X1.25X0.Ih1 3.2X.1I1 7R 1. L 2.00X2.00XO.137 3.2X.137 V8 I L 1.25X1.25X0.111 2.OX.111 BR I LI.50X1.50X0.115 4.7X.115 SR I L 2.00X2.00XO.163 3.9X.163 V9 I LI.25X1.25X0.1I1 2.OX.I11 4R I L I..50X1.50X0.170 4.2X.I70 3R 28 L 1.50X1.50X0. 115 6.4X.115 2DR I L 1.25X1.25X0.I1I 2.OX.III 2R 1 15/16 ROUND 2.9X.315 MARK: T41 W84-05-0056-01 LIST 12 PALOMAR POINTE THU, 21-JUL--2005 15: 21: 07 DESIGN REQUIREMENTS ---STANDARD CASE --------------------------------------------------- --------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 0- 5 0/0 MAIN TC UNIFORM 248/ 128 PLF 54-10 3/4 TC V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: 10=21, BC=1O) POS DRIFT 50./ 50.PLF LENGTH 54-10 3/4 STARTS 0- 0 0/0 AXIAL (TC) ±11:4 K ---SPECIAL CASE # I UP.LOADS MAIN TC V CONC -1.40K 4- 0 0/0 MARK: T41 W84-05-0056-01 LIST I2 - PALOMAR POINTE 21-JUL-2005 15:21:07 TC EXTRA 4-5 1/4 WEBS I2_61 1-6 TCXL__________ I 4-0 0=32 0/0 15 @ 2-10 1 6-4 -10 1/ t BASE LENGTH 32LH248/128 CHORD FY TCXL = 0- 5 1/4 TOP CHORD 2 L LEMEM L 2.00X2.00XO.187 3- 3 5/8 BCXL = 0- 7 1/4 BOTTOM CHORD 2 WEB QTY SIZE WELD SIZE 2 2B LI.25X1.25X0.II1 9.6X.IIIG 2DL I L I.50X1.50X0.115 2.OX.115 VI I L I.25X1.25X0.111 2.OX.111 3 1 L 2.00X2.00XO.163 3.IX.163 4 1 L 1.50XI.50X0.138 4.3X.I38 V2 1. L 1.25X1.25X0.111 2.OX.111 5 1 L 2.00X2.00XO.137 3.BX.137 6 1 L 1.25X1.25X0.111 3.9X.111 V3 I LI.25X1.25X0.111 2.0X.111 7 1 L 2.00X2.00XO.137 2.6X.137 8 I LI.25X1.25X0.11.1 2.5X.I11 V4 I L 1.25X1.25X0.111 2.OX.111 9 1 L 1.50XI.50XO.115 2.OX.1I5 10 1 L I.25X1.25X0.I11 2.4X.1II = 54-11 1/2 = 50. KSI WEB FY = 50. KSI 2.50X2.50X0.I97 TCX.R = 0- 0 0/0 RSEAT L 2.00X2.00XO.250 L 2.00X2.00XO.187 BCXR = 0- 7 1/4 WEB OTY SIZE WELD SIZE V5 I L I.'25X1.25X0.I11 2.OX.111 IOR I L 1.50XI.50X0.115 2.OX.I15 YR I L 1.50XI.50X0.II5 2.OX.115 V5 I L 1.25X1.25X0.III 2.OX.111 BR I L I.25X1.25X0.11I 2.4X.11I 7R I L 1.50X1.50X0.I38 2.0X.138 V7 I L 1.25X1.25X0.I1I 2.OX.111 BR I L 1.25X1.25X0.111 3.2X.I11 SR I L 2.00X2.00XO. 137 3.2X.137 VB I L I.25X1,.25X0.1II 2.OX.111 4R I L I.25X1.25X0.III 4.7X.III 3R 2B L I.25X1.25X0.II1 5.OX.II1 V9 I L I.50X1.50XO.I15 2:OX.115 2R 2B L I.50X1.50XO.I15 10.9X.115 T 12 PALOMAR POINTE MARK: T42 W84-05-0056-0I LIS THU, 21-JUL-2005 15: 21: 07 DESIGN REQUIREMENTS ---STANDARD CASE DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 0- 5 1/4 MAIN TCUNIFORM 248/ 128 PLF 54-11 .1/2 TC V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0, (PPS: TC=20, BC=9) AXIAL (TC) . ±11.4 K ---SPECIAL CASE # I UP LOADS MAIN TC V CONC -1.40K 4- 0 0/0 . - MARK: T42 W84-05-005601 LIST 12 PALOMAR POINTE 21-JUL-2005 15: 21: 07 0=32 0/0 12 @ 2-10 1/2 TC 4-4 1/2 EXTRA I I WEBS 2-6 1-6 TCXL I 4-0 4-0 1!9 1)2 4-0 = 45-31/2 = 50. KSI WEB FY = 50. KSI 2.00X2.00XO.I75 TCXR = 0- 0 0/0 RSEAT L 2.00X2.00XO.250 L 2.00X2.00XO.137 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE 9 1 L 1.50X1.50X0.115 2.OX.115 9R I L 1.50X1.50X0.II5 2.OX.115 V5 I L 1.25X1.25X0.III 2.OX.111 8R I L 1.25X1.25X0.III 2.4X.III 7R 1 L 1.50X1.50X0.115 2.1X.115 V6 1 L 1.25X1.25X0.III 2.OX.III BR 1 L I.:25xI.25X0.111 2.9X.111 SR I L 2.00X2.00X0. 137 2.9X.137 V7 . I L I.25XI:25X0.III 2.0X.III 4R .1 L 1.50X1.50X0138. 3.5X.138 3R I L 2.00X2.00XO.I63 2.6X:I63 V8 I L 1.50XI.50X0.115 2.OX.115 2R 2B L I.25X1.25X0.1I1 6.8X.111 BASE LENGTH 32LH248/I28 CHORD FY TCXL = 0- 4 1/2 TOP CHORD 2 L LEMEM L 2.00X2.00XO.187 3- 2 0/0 BCXL = 0- 7 0/0 BOTTOM CHORD 2 QTY SIZE WELD SIZE 2B L 2.25X1.25X0.11I 8.2X.III G 1 L 1.50XI.50X0.115 2.OX.115 I L I.25X1.25X0.III 2.OX.III I L 2.00X2.00XO.I37 2.8X.I37 I L I.50X1.50XO.I38 3.5X.138 1. L I.25X1.25X0.II1 2.0X•.II1 I L 2.00X2.00XO.I37 2.9X.I37 I L I.25X1.25X0.Ii1 2.9X.III 1. L I.25X1.25X0.I1I 2:OX.III I L 1.50XI.50X0.I15 2.IX.115 I L I.25X1.25X0.I1I 2.AX.111 I L I.25X1.25X0.I1I 2.OX.I11 WEB 2 2DL VI 3 4 V2 5 6 V3 7. 8- V4 MARK T43 W84-05-0056-0I LIST 12 PAL0MAR NTE THU 21-JUL-2005 15: 21: 07 DESIGN PEQUIREMENTS ---STANDARD CASE ----------- ----------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 0- 4 1/2 MAIN TC UNIFORM 248/ 128 PLF 45- 3 1/2 TC V CONC 4010.00 K .1 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=18, BC=8) AXIAL (TC) ±11.4 K ---SPECIAL CASE # I UP LOADS - MAIN TC VCONC -1.40K 4- 0 0/0 MARK: T43 W84-05-0056-0I LIST 12 PALOMAR POI 21-JUL-2005 15: 21: 07 TC EXTRA 4-4 1/2 WEBS 2-6 1-6 TCXL 4-0 3-1 1/4 m Z, Ln 0=32 0/0 4-0 8 @ 2-10 1/2 -- 5-0 BASE LENGTH = 35- 7 1/4 32LH248/I28 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 4 1/2 TOP CHORD 2 L 2.00X2.00XO.137 TCXR = 0-0 0/0 LEMEM L 2.00X2.00XO.187 3- 2 0/0 RSEAT L 2.00X2.00XO.250 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.I37 BCXR = 0- 7 0/0 QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2B L I.25X1.25X0.1II 6.9X.I1I G 7 1 L I.50X1.50XO.115 2.OX.115 I L 1.50X1.50X0.II5 2.OX.115 7R I L 1.50X1.50XO.115 2.OX.115 I L I.25X1.25X0.1II 2.OX.I11 V4 1 L 1.25X1.25X0.11I 2.OX.111 I L2.00X2.00XO.137 2.3X.I37 6R 1 L1.25X1.25XO.111 2.4X.111 I L I.25X1.25X0.11I 3.OX.111 SR I L I.50X1.50XO.I15 2.IX.115 I L I.25X1.25X0.111 2.OX.II1 VS I L I.25X1.25X0.II1 2.OX.I1I I L I.50X1.50XO.138 2.0X.138 4R I L I.25X1.25X0.I11 2.9X.I11 I L 1.25X1.25X0.III 2.4X.III 3R 1 L.2.00X2.00X0.I37 2.5X.I37 I L 1.25X1.25X0.111 2.OX.I11 2DR I L 1.50X1.50XO.II5 2.OX.115 2R 2B L 1.25X1.25X0.111 65X.111 MARK: 144 W84-05-0056-01 LIST 12 PALOMAR POINTE THU, 21-JUL-2005 15: 21: 07 WEB 2 20L VI 3 4 V2 5 6 V3 DESIGN EOUIREMENTS ---STANDARD CASE DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 0- 4 1/2 MAIN TC UNIFORM 248/ 128 PLF' 35- 7 1/4 IC V CONC 1.40/0.00 K 4- 0 0/0 ADOLOAD 1.0/0.0 (PPS: TC=14, BC=6) AXIAL (IC) ±11.4 K ---SPECIAL CASE # I UP LOADS MAIN TCV CONC -1.40K 4- 0 0/0 MARK: T44 W4-05-0056-01 • LIST 12 • PALOMAR POINTE 21-JUL-2005 15: 21: 07 TC 6-4 1/2 EXTRA I I WEBS 2-6 TCXL 2-0 . 114 1/ Cu 7 BCXR 0=32 0/0 4-0 6 @ 2-10 1/2 2-10 BASE LENGTH = 26- 7 1/2 32LH248/128 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 2- 0 0/0 TOP CHORD 2 L 2.00X2.00XO.137 TCXR = 0- 0 0/0 LEMEM L 2.00X2.00XO.187 LI - 9.1/2 RSEAT L 2.50X2.50XO.197 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.137 BCXR = 2- 6 0/0 QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2B L 1.25X1.25X0.111 5.6X.IIIG V3 I L 1.25X1.25X0.111 2.OX.111 I L 1.25X1.25X0.111 2.OX.111 ER 1 L 1.25X1.25X0.111 2.4X.111 2B L 1.25X1.25X0.111 3.5X.I11 SR I L 1.50XI.50XO.115 2.OX.II5 I L2.00X2.00XO.137 2.OX.I37 V4 I L 1.25X1.25X0.1II 2.OX.111 I L 1.25X1.25X0.111 2.4X.II1 4R 1 L 1.25X1.25X0.11I 2.8X.111 I L 1.25X1.25X0.111 2.OX.111 3R I L I.50XI.50XO.170 2.OX.170 I L I.50X1.50X0.IIS 2.OX.115 2DR I L I.25X1.25X0.111 2.OX.111 I L 1.50X1.50XO.1I5 2.OX.115 2R 1 15/16 ROUND 2.OX.315 MARK: 145 W84-05-005E-0I LIST 13 PALOMAR POINTE 21-JUL-2005 15: 20: 44 WEB 2 2DL 211 3 4 V2 5 6 DESIGN REQUIREMENTS ---STANDARD CASE ----------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL •TC UNIFORM 248/ 128 PLF 2- 0 0/0 MAIN IC UNIFORM 248/ 128 PLF 26- 7 1/2 IC V CONC 1.40/0.00 K 4- 4 1/2 ADDLOAD 1.0/0.0 (PPS: TC=12, BC=5) AXIAL (IC) . ±11.4 K . . ---SPECIAL CASE # I UP LOADS ----------------------- MAIN TC V CONC . -1.40K 4- 4 1/2 MARK:- T45 W84-05-0056-01 LIST 13 PALOMAR POI 21-JUL-2005 15: 20: 44 I 3-0 3-3 1/4 2-6 I 1-9 3-0 2 @ 2-10 1/2 4-0 0=32 0/0 TCXL 1-3 - - 2-3 1/4 BASE LENGTH = 16- 3 11.4 32LH248/128 CHORD FY = 50. KSI. WEB FY = 50. KSI TCXL = 0- 4 1/2 TOP CHORD 2 L 2.00X2.00XO.137 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00XO.137 RSEAT L 2.00X2.00XO.250 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.137 BCXR = 0- 7 0/0 QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 1 15/16 ROUND 2.OX.315 V2 I L I.25X1.25X0.111 2.OX.111 I L 1.25X1.25X0.111 2.OX.111 4R I L I.25X1.25X0.1II 2.OX.111 I L 1.50X1.50X0.170 2.OX.170 3R 1. L 1.50X1.50X0.170 2.OX.170 I L 1.25X1.25X0.I•11 2.OX.111 2DR I L I.25X1.25X0.III 2.OX.111 2R 2B L I.25X1.25X0.II1 . 3.IX.I1I DESIGN REQUIREMENTS ---STANDARD CASE ------------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 0- 4 1/2 MAIN TC. UNIFORM 248/ 128 PLF 16- 3 1/4 IC V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=7, BC=3) AXIAL (TC) ±11.4 K ---SPECIAL CASE # I UP LOADS MAIN TC V CONC -1.40K 4- 0 0/0 - MARK: T46 W84-05-0056-0I LIST 13 • • PALOMAR POINTE THU 21-JUL-2005 15: 20: 44 WEB 2 2DL 3 4 E XRA 0 I 2-71/4 W 78S I 2-0 I I I 2-0 I 1-3 5/8 0-7 1/4 TCXL 0 • t U.) \m _ 0=32 0/0 2-10 2-10 2@0-55/8 BASE LENGTH = 6- 7 1/4 0 32LH248/128 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 4 1/2 TOP CHORD 2 L 2.00X2.00XO.137 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00XO. 137 RSEAT L 2.00X2.00XO.137 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.137 BCXR = 0- 7 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 2.OX.315 3R I L 1.25X1.25X0.111 2.OX.111 2DL I L 1.25X1.25X0.111 2.OX.1I1 3T1 2B L 1.25X1.25X0.11I 3.5X.11I 3 1 L 1.25X1.25X0.111 2.OX.111 2DR 1 L 1.25X1.25X0.111 2.OX.111 2R I 15/16 ROUND 2.OX.315 MARK: 147 W84-05-0056-0I LIST 13 PALOMAR POINTE THU, 21-JUL-2005 15:20.- 44 DESIGN REQUIREMENTS ---STANDARD CASE ---------------------------------------------------------- DEFL LIMITS LEFT RIGHT MAIN TOTAL 1.80 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 0 4 1/2 MAIN TC UNIFORM 248/ 128 PLF 6- 7 1/4 TC .V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD. I .0/0 .0 (PPS: TC=61 BC=2) AXIAL (TC) ±11.4 K ---SPECIAL CASE # I UP LOADS MAIN TC V CONC -1.40K 4- 0 0/0 .- - I MARK: T47 W84-05-0056-01 LIST 13 PALOMAR POINTE 21-JUL-2005 15:20-.44 D=32 0/0 15 @ 2-10 1/2 * L - TC 4-6 EXTRA I I WEBS 2-6 hl61 TCXL___________ I 4-0 2L10 5-9 1/4 BASE LENGTH = 54-10 3/4 32LH248/128 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 5 0/0 TOP CHORD 2 L 2.50X2.50XO.197 TCXR = 0- 0 0/0 LEMEM L 2.00X2.00XO.187 3-.4 3/8 RSEAT L 2.00X2.00XO.250 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00XO.187 BCXR = 0- 7 0/0 WEB OTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.25X1.25X0.I11 9.6X.111 G V5 I L 1.25X1.25X0.III 2.OX.I11 2DL I L I.50X1.50X0.115 2.OX.115 I0R I L I.50X1.50X0.II5 2.OX.115 VI I L 1.25X1.25X0.II1 . 2.OX.I11 YR 1. L I.50XI.50XO.I15 2.OX.115 3 1 L 200X2.00XO.213 2.9X.I87 VS I L I.25X1.25X0.I1I 2.OX.11I 4 1 L I.50X1.50X0.I38 4.2X.I38 8R I L I.25X1.25X0.111 2.4X.111 V2 I L 1.25X1.25X0.III 2.OX.III 7R I L 1.50X1.50X0.170 2.OX.170 5 1 L 2.00X2.00XO.I37 3.6X.I37 V7 I L I.25X1.25X0.I1I .2.OX.III 6 1 L I.25X1.25X0.I11 3.8X.111 SR I L I.25X1.25X0.III 3.3X.111 V3 I L I.25X1.25X0.III 2.OX.I11 5R 1 L 2.00X2.00XO.137 3.3X.137 7 I L I.50X1.E0XO.I70 2.OX.I70 V8 I L I.25X1.25X0.III 2.OX.I11 8 1 L I.25X1.25X0.III 2.4X.11I 4R I L 1.50XI.50XO.II5 4.6X.115 V4 I L 1.25X1.25X0.11I 2.OX.I1I 3R 2B L I.50XI.50X0.115 5.OX.II5 9 1 L I.50X1.E0XO.115 2.OX.115 V9 I L 1.50X1.50X0.115 2.OX.115 10 1 L I.25X1.25X0.III 2.4X.III 2R 2B L I.50XI.50XO.I15 I0.IX.II5 MARK: T48 W84-05-0056-0I LIST 13 PALOMAR POINTE THU, 21-JUL-2005 15: 20: 44 DESIGN REQUIREMENTS ---STANDARD CASE DEFL LIMITS LEFT RIGHT MAIN TOTAL 180 LIVE 240 EXTL TC UNIFORM 248/ 128 PLF 0- 6 0/0 MAIN TC UNIFORM 248/ 128PLF 54-10 3/4 TC V CONC 1.40/0.00 K 4- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC=20, BC=9) AXIAL (TC) ±11.4 K ---SPECIAL CASE # 1. UP, LOADS MAIN TC V CONC' -1.40K 4- 0 0/0 MARK: T48 W84-05-0056-01. LIST 13 PLOMAR POINTE 21-JUL-2005 15: 20:44 @PJL RESET @PJL EOJ NN4E = "User: lmxguest; Job: 1j9000hns 1-7994" - @PJL RESET @PJL This letter is to certify. the following joist calculations for, J1,TJ2, J3,TJ4,J5,TJ6,1J8,J9,TJ10-TJ1 j13-J14,TJ15,TJ16,j17,TJ18,TJ19,J20-J22,TJ23-Tj24,J25-J27,TJ28,J29-J31,TJ32,J33, TJ34,J35,TJ36,J37,TJ38,J39,TJ4o;J41,TJ42,J43,J44,TJ45-TJ47,J48,TJ9,J50-J52,TJ53, TJ54,J55j56,Tj57,J58,TJ59,J60-J63,TJ64,J65,TJ66,J67,J31A,J33A,TJ34A,j35A,J37A,. J37B,TJ46A,TJ46B,TJ46C,TJ46D,TJ47A,J58A,J58B,J65A,J65B (calculations are dated July 7 2005), were designed as per the Bill of Materials prepared by Quincy Joist'Company for the referenced project. . . . . I further certify that Quincy Joist Company is a member of the Steel Joist Institute. The . Professional Engineers Seal is not intended to certify or imply that the building does or does not conform to any National, State, or Local Building Coded. . . . Please call Quincy Joist Company if you have any questions Sincerely, S. E. Consultants, "\. NO. 61570 -I O GSSI Engineers Reviewed.as Noted C) Revisoand Resubmit This Review Shall Not Relieve The Contractor rFm Full Compliance With The Contract DocumentAnd ARplicable Codes. tit5(.5 14c By S.E. CONSULTANTS, Inc. '- fui7 15, 2005 Structural Engineering Consultants ) Law Steel. . 820 S. Hathaway Bldg. B Banning, CA 92220 ATTN: Dave RE: Palomer Point Carlsbad, CA Quincy Job #419-05 Dear Dave, . LUSARDI CONSTRUCTION CO. SUBMITTAL Lusardi Job # Sub •_L*'- te4 Submittal # _oSL.c •t. Date Signed H CAIL Steven W. Schaub, P.E. . .J •• • Vice-President • • • • • 5800 East Thomas Road SunIole AZ 251 - • • Phone (480) 946 20i Fa 80) 46 1909 • J 1 0 05 • / ANGI2PROKRTY fl2 JASJPRP . . S RUN 09-27-04 SEC? XNGLZ 9'ILE AREA W310167 91 RZ. Y K IX I 0 50 0 36 011 XI X .109 1 0.206 0.700 0.307 0.196 0.230 6.290 0.03.9 0.019 . 01' 7.0 2. 1/4 K 1 114 K 7/64 2 0.261 0.890 0.387 0.247 0.353 0.353 - 0.039 0.039 .978 - . 3.3 1 1/4 K 1 1/4 K 1/8 3 0.296 1.03.0 0.384 0.2(5 0.358 0.358 0.043 0.043 . . 13 14 1 1/4 X 1 114 K .133 4 0.314 1.070 0.384 0.245 0.361 0.361 0.046 0.046 . . 14 20 1 1/2 X 1 1/2 K 7/64 5 0.316 1.070 0.467 0.297 0.415 0.43 0.069 0.069 .9065 .9721-20 22 1 1/2 X3 1/2 K 3/0 S. 0.359 1.230 0.465 '0.296 0.421 0.421 0.077 0.077 .9607 . 22 23 1 1/2 X 2. 1/2 X .145 '7 0.413 1.410 0.462 '0.295 0. 2.8 0.428 0.088 0.088 . . 23 30 1 3/4 X 1 3/4 K 1/8 8 0422 1.440 0.546 0.347 0.44 0.434 0.126 0.126 .8974 .9645 30 24 1 1/2 X 1 1/2 K 5/32 9 0.444 1.520 0461 0.295 .0.633 0.433 0.094 0.094 . . 24 o 2 K 2 7. 1/8 ' 20 0.434 1.650 0.626 0.398 0.346 0.546 0.190 0.190 .0342 .9108 '40 26 1.3 X3..5 K 11/64 7.2. 0.486 1.650 0.439 0.294 0.438. 0.438 0.102 01102 ,. ' . 26 41 2 X 2 X .142 12 0.548 1.864 0.624 0.396 0.553 0.553 0.213 0.213 .8948 .9622 41 32 1 3/4 K 1 3/4 K 5/32 13 0.522 1.770 0.541 0.345 0.495 0.493 0.153 0.153 .9859 . 32 4D 2 X 2 X .156, , 14 0.500. 2.041 0.622 0.396 0.558 o536,' 0.232 0.232 .9347 .9961 4D 36 1.75 X 1.75 K 11/54 , 15 0.572 1.940 0.339 0.344 0.501 0.501 0.166 0.266 . . 34 4c- 2 X 2K 0.276 16 0.673 2.290 0.619 0.394 0.563 0.565 0.233 0.253 .8908 . 40 33 2. 314 K 1 3/4 X 3/16 17 0.621 2.113 0.537 0.343 0.506 0.506 0.179 0.179. . 35 42 2 X 2 K 3/16 . 10 0.714' 2..440 0.617 0.393 0.369 -0.569 0.212. 0.272 1 42 43 2 K 2 K .212 3.9 0.303 2.730 0.614 0.393 0.578 0.678 0.303 0.303 . . 43 44 K 2 0.232 20 0.876 2.975 0.611 0.392 0.585 0.585 0.327 0.327 . . 44 45 2 K 2 X 1/4 ' 21 0.937 3.190 0.608 0.391 0.591 0.391 0.347 .0.347 . . 43 50 2 1/2 X 2 1/2 K 3/16 22 0.902 3.070 0.778 0.494 0.684 0.694 0.546 0.546 .985 .9824 50 51 2 1/2 K 2 1/2 X .212 23 1.015 3.450 07751 0.493 0.703 0.733 0.609.0.609 .9672 . 31 60 3 K 3 X 3/15 24 1.090 3.709 0.939 0.596 0.820 0.320 0.962 0.962 .8342 .9108 60 53 21/2 X 2 1/2 K 1/4 25 1.3.87 4.100 0.769 0.491 0.717 0.717. 0.703 0.703 . . . 53 61 3 X 3 X .227 26 1.33.0 4.460 0.934 0.394 0.934 9.334 1.142 1.142 .22 .9855 51 43 2 K 2 K 3/8 ' 27 1.359 4.626 0.594 0.383 0.636 0.636 0.479 '0 .479 . . 49 62 3 X 3 K 3/4 ' 28 1.437 4.900 0.930 0.592 0.342 0.842 1.244 1.244 .9607 . 62 63 3 K 3 X 5/16 29 i.'777 6.100 '0.921 0.589 0.855 0.865 1.509 1.309 . . 63 70 3 1/2 K 3 1/2 7 1/4 30 1.687 5.800 1.091 0.593 0.967 0.967 -2.009 2.009 .8974 .9645 70 73. 3 1/2 X 3 1/2 K .287 33. 1.927 6.560 1.086 0.691 0.981 0.981 2.273 2.273 .9543 . ' 71 64 3 K 3 K 3/8 . 32 2.109 7.177 0.913 0.586 0.887 0.887 1.759 3.739 . . 54 72 3 1/2 x 3 I/j X 5/16 33 2.089 7.200 1.082 0.689 0.990 0.990 2.440 2.448 .9833 . 72 73 3 1/2 X 3 1/2 K .344 34 2.290 7.790 1.078 0.688 1.002 1.002 2.661 2.661 . . ' 73 74 3 1/2 X 3 1/2K 3/8 35 2.484 8.500 1.073 0.636 1.012 1.012 2.855 2.855 . . 74 82 4 K 4 K 3/8 36 2.839 9.800 1.234 0.787 1.138 1.138 4.358 4.338 . , . 82 83.. 4 K 4 X 7/15 ' . 37 3.308 11.300 1.226 0.794 1.160 1.160 4.973 4.973 - . 33 84 4 X 4 X 1/2 . 38 3.50 12.800 1.217 0.782 1.183 1.103 3.561 5.581 - " - 84 92 5 K S K 7/3.' ' ' 39 4.183 14.300 1.548 0.986, 1.412 1.412 10.021 10.021 .9787 - 92 33 5 X 5 X 1/2 ' 40 4.750 16.200 1.538 0.982 1.434 1.434 11.250 11.250 .93 - 96 - 6 K 6 K 1/2 ' .42. 5.750 16.600 1.860 1.104 1.684 1.584 19.907 19.907.9607 - - , 96 97 .6 K 6 X 5/8 . .42 7.109 24 .192 1.843 1.178 1.730 1.730 24.158 24.158 . 99 6 K 6 7 3/4 43,' 8.438 28..731 1.827 '1.173 1.775 1.775 28.255 23.155 - . ' 99 77 8 X 8 X 1 ' ' 64 7.9.000 51.041 2.436 1.563 2.367 2.367 88993 89.983 - . ' 77 01 3/4 RD 45- 0.44-1 1.503 0.187 0.187 0.000 0.000 0.013 '0.015 -- , - 31 02 23/32 D ' 46 0.49 1.631 0.195 0.7.95 0.000 0.060 0.018 0.07.8 - . 32 3 13/7.6 RD '47 0.57.8 1.764 0.203 0.203 0.000 0.000 0.021 0.621 .4 5 7/8 RD 43 0.601 2.046 0.218 O.18 0.000 0.000 0.028 0.028. . 35 36 29/32° RP 49 0.643 2.2.95 0.226 0.226 0.000 0.000 0.033. 0.033 . . 36 37 15/16° PD' ' 50 0.690 2349 0.234 0.234 0.000 0.000 0.037 0.037 . ' . . 37 ' 39 . 1°R.0 ' 51 0.785 2.672 0.250 0.250 0.000 0.000 0.049 0.049 . '. 39 9? 6 X 5 X 3/4 W 5X3. ?L 52 '10.237 ' 37.216 1.823 2.166. 2.055 1.312 36.257 36.115 . . 9? P3 3/16 BPL SEAT - 53 0.187 7=656 0.000 .0.000 0.000 0.000 0.000 0. 600 .0000 .0000 93 T5 5X 3 1/2'X. 1/2 LLV 54 4.000 13.600 1.580 9.755 1.660 0.906, 9.990 4.050 . . ' 75 P4 1/4 39L 'S-vAT 5 0.250 10_200 0.000 0:000 0.000 0.000 0.000 0.000 .0000 .0000 P4 1 3/4 X 2. 3/4 X .141 56 0.473 3510, 0.543 0.346 0.490 0.490 0.140 "0.140 .9477 3S SSJ.33PT. 1.75° 7°C 57 9#48 1.780 0.000 0.000 .0.000 0.000 0.000 '.0.000 .0000'.0000'3S wi 2 F 2 X .137 sa 0.529 1301 0.524 0.397 0.551 0.551 0.206 0.206.3785' .9484 W1 W3 2 X 2 X 0.148 . 59 0.570 1.340 0.623 0.396 0.555 0.555 0.221 ' 0.221 .9128 .9775 W3 W5 2 X 2 X 0.175. 60 0.669 2.778 0.619 ' 0.394 0.565 0565 0.257 0.257 .9787 . WS Wi 2 X 2 K 0:188 61 0.717 2.4,3.9 0.617 0.394 0.569 0.569 0.273 ' 0.273 . , . , Wi ZZ ' 2 1/2 K 2 K 3/16 62 0.808 , .2.731 0.793 0.427 0.764 0.SI4 0.509 0.291 .9185 .9824 ZZ .W8 2 X 2 K 0.219 63 0.828 2.318 0.613 0.392 0.581 0.58,1 0.311 0.311 . . . W8 Ti 3 K 2K 3716 54 0.902 3.070 0.966 '0.439 0.970 0.470 0.342 0.307 .8342 Ti .9108 , . F 72 3 X 2 X 1/4 : 6 t 1.187 4.940 0.956 0.434 0.993 0.493' 1.087 0.391 .9507 79 2 K 3 K 1/4 72 SLy 66 1.188 4.841 0.574 0.435 0.493 0.993 0.392 1087. WW 3 K 2 K 5116 ' 67 1.464 4.934 0.934 0.431 1:016 0.'1.6 1.316 0.470 , . WW '76 6 X4 X1/2 ILV ' 68 4.750 16.15-3 1.914 0.870 2.987 0.987 17.395 6.270 .9607 : 76 .T3 2'X 3X 3,116 , 69 0.902 3.320 0.966 O.439 0.970 0.470 0.842 0.307' .8342 .9208 T3 1 1/4 K 1 1/4 K .116 70 0.000. 0.940 .0.386 0.246 0.355 0.355 0.041 0.041 .9994 ..':. 00 ' , - 71 0.000 0.080 0.000 0.900 0.000 0.000 0.000 0.000 .0000.0000 00 2.3 35J SEAT 1.2SJi.5"TC 72 0.000 1.-3'70 0.000 0.000. 0.000 6.000 0.000 0.000 .0000 .0000'2S jp 52(52(1/2 W 4X1 PL 73 6.190 21.063 1.477 1.000 1.662 1.02 13.505 '14.396 4S SSJ SEAT 2 & 2.5° 7°C 74, o.00b 2.420 0.000 0.000 0.000 0.000 0.000' 0.000 -.0000_0000 43 6? 6X6X1/2 W 52(1 ?L 75 , 7.550 28.073 1.91 1.185 1.998 1.223 24.223 '25.071 .07 ' 6? US2.3IE ANGLES- 75 MAY SA- 45 , ' .' • - , ' •.' - MNIMUM 010RDS LS- 20 20 TRUSS- 50 42 KS- 10 01 ' ' . 0-i403 . SECT ?ThJc - orA.cT3AAP.EA .JrG -r Al 1/2 AD 0.50300. 0.190 0.5650 14 9/10" RD 0.56230 0.243 8.0450 19/32" RD 8.30373 0.276 0.9420 AS 3/3 " RD ., '0.52508 0.300 1.0443 A7 21/32" RD 0.65625 0.333 1.1510 AS 11(16" AD 0.63750 0.371 1.2630 19 23/3 2" RD . 0.71373 0.405 1.3310 31 3/6" RD 0.73000 0.541 i.3030 52 25/32" RD 8.73125 0.57? 1.0310 33 13/1S t RD 3.31250 0.51-3 1.7040 - 35 7/3" AD 0.07300 0.381 2.0463 56 29/32" RD 0.90625 0545 2.1950 - - • 37 -15/26" RD . - 0.93750 0.090 2.3698 59 1" RD 1.00000 0.705 2.6730 - . . .• - C3. 1 /3 D. 1.12500 0.'994 3.3320 A2 17732" RD 0.53125 0.221 0.7536 - Cl 1 1/32" RD 1.33 1250.335 2.9399 54 27/32" RD 0,8373 3.559 1.9011 I3 ' RD 0 370.7372 -i C2 1 1/16" RD 1.04230 0.034 3.0159 - . SSJ&LSJ QUINCY JOIST COMPANY BILL OF "coMATERIALS 22253W Sooth.,,, Ave TEL: (623) 386-1800 Book.y., AZ 85326 FAX: (823) 388-I88 - 2 1/2' 251 TCX B.L. TCX DL TCX DL riLbr 1W TYPE '9" - PuNChED SEAT DETAil. L4:J DESIGN NOTES: SJI WELDING U.N.O. UPLIFT YES Cl No[ NET UPLIFT = NO UPLIFT REVISION DESIGN NOTES:- FOR OTHER DESIGN NOTES SEE JOIST DESIGN SHEET BOTTOM CHORD LEGEND . CITY 24 STD - NO EXTENSION SSJ 0 TYPE 1 - ONE ANGLE EXTENDED LSJ 24 .-.. TYPE 2- BOTH ANGLES EXTENDED ASJ 0 - QTY MARK TYPE BASE LENGTH SEAT DIMENSION TCXL TCXR OAL BCXL '. BCXR PUNCHED SEATS REMARKS B.L. BR. BDL BDR LGTH TYPE LGTH TYPE LGTH ITYP LGTH ITYP HLE HRE GA 3 Ji 28 LH. 900/465 35'-l1 7/8' 6" 6" 5' 5" 3 5/8" E 1/2' E 36-4" I I J A .1ITJ2I28LH900/4651 35-25/8" I 67 I 6"I ' " I I I I 1.35-25/81 o'1 2 1 1.1/2"l..2 1 21/2"I " A 6 1 J3 28 LH 876/465 f 35'-11 7/8" 6" 6' 5" 5' 35/8' I E I 1/2" E - 36-4" I 1 I I I A 3 TJ4 J28 LH 876/465 I 35'-2518" 6" J 6" " " I I I J 35-25/8" 0" 2 I 11/2' 2 21/2" X " A )J5 28 LH 876/465 ) 35'-1 l" 6' 6" I 5" I s" . 41/2' I E I 1/2" E 36-4" I I I I• I I I I A 1 .ITJ6I28LH 87614651 35'-O" I6"16"I5"I5"l 35 -0" 0' 121 112"1 2 1 2112"I 3" 4" A I J7 ( NOT USED 1 J TJ8 l 28LH.822/430 I 34'105/8"l 6"I 6"{5" I" I I I 1 I3'105/8"I 4"1 2 1 11/2"I 2 I 21/2"l X 4" A PAINT: GRAY .JOB:, PALOMER POINT - DATE PRINTED: 7/5/05 8:01 AM - SHT 1 OF 6 FOR:I LW STEEL ISHIP TO: CARLSBAD, CA ICK'D BY: I DRAWN BYI AD I JOB I 4219-05 I I ( -1' -------- --.-- - --- - SSJ & LSJ REVISION BILL OF MATERIALS s&i.o QUINCY JOIST COMPANY LSJ 28 22253W Sou1hmAve TEL: (623) 386-1900 is 0 6keye, AZ 85326 FAX: (623) 386-1888 QTY 28 #VA1.UE "'HOLE ERROR RE** QT"( MARK TYPE _______________ BASE LENGTH SEAT DIMENSION TCXL TCXR OAL LGTH 'TYPE ' BCXL BCXR PUNCHED SEATS REMARKS LGTH. B.L. S.R. SIX BDR LGTH TYPE LGTH TYPE LGTH TY PE HLE HRE GA 2 J9 J 28 LH 822/430 36'-0 3/8 6" 6" 5' 5" 3 1/8" E 1/2" E 36'-4" ' A 1 TJ101 28 LH 861/436 35-8 1/8' 6" I 6' " " 1/2' E 35'-8 5/8' 0' J 2 J 21/2" 4 1" " A 1 TJ11 28 LH' 927/470-1 29'-103/47 1 6" 1 6" J " ' I 4 1/2' 1 E 1 1/2' 1 E 1 30--33/4-- 1 I I I 3/4" I 4" I A 1 TJ121 20 LH 927/470 23-1 6" 6" 5" ( 2" E ' I 23-3" -11/2" I 2 * * 33/8" 4" J A * * SEE NOTE #15 1 j J13 f 20 LI-I 9271470 1 17-111/8" 6" ' 6" " 5' 41/2" E ( 18-35/8 1 J14 20 LH 825/440 '25-6 1/2".. I 6' 6' ( ' " 35/8" E " ' ( E 26-1 5/8" I I A 1 1 TJ151 20 LH 825/440 I 25'-2 3/4" ( 6" ( 6" I " I " I 1 ' 31/2" ( E 25'-61/4" o' 2 ( 2 1/2" 83/8" " I , A I TJ16 32 ' LH 863/443 ( 41-9 1/4" 6" I 6" " - ( " 4 1/2" E 1/2" ( E 42'-2 1/4,- 91/8" 43/4" I " I l.A J17 ( 32 LH 863/443 ( 41'-9 1/4" I 6" f 6" ' " 4 1/2" E 1 1/2" E 42'-21/4" I 91/8" 43/4" 4" ( l.A 2 1 TJ18 1.32 LH 863/443 1 41-6 7/8" 1 6' 6" ( " ' I I 1 I I 41'-6 7/8" 1 0" 1 2 1 f ( 2 1/2' I ' I 19, A 1 1 TJi9 32 LH 806/414 1 41'-67/6" I 6" 6" " " I I I I 41'-67/8" 0" 2 ( 21/2" 13/4" I 4" ( 19, A 1 1. J20 J 32 LH 806/417 41'-10 5/8' 6' 6" 5" f 31/8" I E 1/2" E 42-2 1/4" I I I7 3'" I '" I ' 1 J21 ( 32 LH 998/502 1 41'-10 1/8" 1 6" 1 6" 1 6' I I 35/8" E 1 1/2". f E I 42-2 1/4' 1 ' 81/8" I ' 31' " ( 1 ,A 'J22 f 32 LH 946/480 I 41-7 1/8" I 6" I 6" I " I " I I F 1/2" E I 41-7 5/8" f I I I I 21/2" I . " I .16, A 1 I TJ,23 I 32 LH 946/480 I 40'-8112" I 6" 6" " ' I I I. _40'-8 1/2" 'J 1/2' f 2 I 1 1/2" I 2 X I " I " I . 20,A 1 I TJ24 1 32 LH 815/421 1 40'-81/2" 6" I 6" 5" 5' 40-8 1/2" I 1/2"-. I 2 1 1/2" 2 " I " I " I 20, A PAINT: . GRAY 1,108i . .: PALOMER POINT ,.' ..:. ' DATE PRINTED: I 7/5/05 8:01 AM SHT 2 OF 6' IORI LAW STEEL SI-IIRT.O .. CARLSBAD CA ICKDBY ' DRAWN BY I AD 1JOE3 421905 PF REMARIS 17,A A A A A SSJ & LSJ REVISION SSJ 18 QUINCY JOIST COMPANY QTY 29 BILL OF LSJ 11 22253W Sotth,n Ave TEL: (923) 388-1800 MATERIALS JS 0 8uckeyeAZ85328 FAX: (623) HOLE. ERROR LE *8}1()LE ERROR RE** QTY MARK TYPE BASE LENGTH SEAT DIMENSION TCXL TCXR I OAL LGTH ITYPE BCXL! YCXR PUNCHED SEATS LGTH B.L. B.R. BDL I BDR LGTH ITYPE1 I LGTH TYPE LGTH ITYPE1 HLE I HRE GA 2 J25 32 LH 719/378 41'-97/8" .6" 6" 5" 5" . . 41'-97/8" 33/8" 3 3/8" 4" 1 J26 20 LH 956/507 12-111/8" 6" 6" 5" 5" ( 5 3/8" E ( 13-4 1/2" 1 J27 T-20 20 LH 956/507 19'-4" 6" 6" 5" f " 5 3/8" f E 19-9 3/8" I I I I 2 1 1J28 20 LH 956/507 25-3"',6" 6" " " 25-3" 1 0" 2 1 1/2" 1 2 I 2 1/2" I W I " 3 1 J29 1 20 LH 956/507 25'-11" 1 6" 1 6" 1 5" 1 5" 35/8" E I I 26-2 5/8" I I I I 2 1 J30 20 LH 735/389 1 26'-1 3/4" 1 6" I 6" I " I " 3 1/8" 1 E 1 26'4 7/8" I I I A 2 1 J31 1 24 K 226/99 I 35'-10 3/8" I 4" I 2 1/21 21/21 47/8" E I E 36-4" 1 1 TJ32 24 K 226/99 35-7 1/2" I 4, f f * ( * 6 3/8" { E ( - 36-i 7/8" 3/8" 2 1 3/6" 2 1 8 1/8" f 1 1/2" 1 31/2"1 2, B .1J33 1 24 K 216/96 35-10" " z" * * 53/8" E 3/4" I E I 36-4 1/8" j I I I I I I 2, B 2 ) TJ341 24 K 216/96 .1 35-5 1/4" 1 4" 1 4" 1 2 1/2"I 21/21 81/2" I F 36-1 3/4" 1 -11/8" 1 2 2 I 81/8" 1 11/2" 1 31/2"1 2, B 7 IJ35 l 24 ,< 216/961 35-91/8" I4"I4"I21I2"12112"I 61/8" tEl 3/4" lEt 36-4" I I I I I 2,B 1 ITJ36I24 K 216/96 1 34-91/2' 4" 4" * * 1i2" E 77/8"'IEI 36-17/8" [ -13/4" I 21 .3/81 2I81/8"I21/2"i31/2"I 2,3,8 1 J37 24 K 216/96 35-10" " I * I * J 53/8" E 4" E I 36-4 1/8" J I I I I I I 2, B 1 1 TJ38 24 K 250/111 f 35-8 7/8" " " I * I * I 63/8". E ' 36-3 1/4" f -i' I 2 23/4" I 2 81/8" 1 1/2" 3 1/2" 2, B 1 I J39 24 K-' 289/129 ( 35'-11 5/8" ( Li" ( ( * ( * ( 47/8" . E ( 3/4" ( . 6'-5 1/4" I . I 2, B 1 .TJ40I 24. K 256/114 j 35-9 1/2" 1 i" .1 " I * J * 63/8" E 1 3/4" E 36-4 5/8" J - 14'- 2 81/8" 1 33/8" 1 3 1/2"1 2, B PAINT:: :'GRAY JOB: .. . PALOMER.°.POINT DATE PRINTED 7/5/058:01 AM SHT 3 0F6.1 DR,\L'AWiS5IEEL SHIP . CAR LSBAD jOA4,i) fCK'DB.M~; " I DRAWN B I.ft''3ADj JOB! 42'105. SSJ&LSJ REVISION SSJ 16 BILL OF LSJ 0 MATERIALS .s o QUINCY JOIST COMPANY 22253W So,Ahm Ave TEL: (623) 386-1900 Buckeye, AZ 85326 FAX: (623) 388-1888 QTY 16 *HOIE ERROR LE** *AOLE ERROR RE** QTY MARK TYPE BASE LENGTH SEAT DIMENSION I TCXL I TCXR I OAL I LGTH ITYPE I BCXL I BCXR I PUNCHED SEATS REMARKS LGTH B.L. B.R. BDL BDR I LGTH TYPEJ LGTH TYPE LGTH ITYPE1 HLE I HRE GA 1 J41 24 K 243/122 29'-9 3/8" 4" 4 * * 6" E 3/4" E 30-4 1/8" 33/8" 3 1/2" B 1 1J42 24 K 243/122 23-2 3/8" ( " " * * 2 1/8" ( E 1/2" E 23-5" -7/8" ( 2 11/2" 1 33/8' 3.1/2"1 B 1 ( J43 24 K 243/122 17-9 1/4" 4" 40 ( * * 6" E 1/2' E 18-3 3/4" I I I I I I I B 1 J44 26 K 276/117 41'-9 1/2" " * * 47/8' E 3/4" E 42-3 1/8" I 33/8" (31/2" I 4, B 1 1 TJ45 28 K 240/107 41-6 1/4" 1 4" " * * 81/2" E 1 3/4" 1 E 1 42-3 1/2" 1 -3" 1 2 1 8 1/8" 1 33/8" 13 1/2" 1 4, B 1 1 1J46 24 K 216/96 41'-83/8" * * 61/8" E f 3/4" E 42'-31/4" 81/8" 1 3 3/8" 13 1/2" 4, B 1 1TJ47 24 K 216/96 f 41-5 3/8" 4" 40 * * 81/2" { E f 3/4" E 42'-25/8" -2" 2 81/8" ( 33/8" (3 1/2" ( 4, B 1 J48 (24 K 216/96 41'-7318" 1 4" I " (ii"( 21/21 61/8" 1 E 1 3/4" 1 E 1 42-21/4" 1 81/8" 1 33/8" 13112" I 4.5,8 1 1TJ491 24 K 216/96 41-51/8" " " I * * 11/4" E 3/4" 1 E 41-71/8" 1 -5/8" 2 21/2" 1 33/8" 13 1/2" 1 6, 7, 21,B 1 J50 24 K 216/96 41'-83/8" 40 j 40 * * 1" E 3/4" 1 E 1 41-10 1/8" I I 33/4" 1 33/8' 131/2" 1 8,9, B 1 J51 (28 K 261/116( 41-81/8" 4" " 1" E /" 1 E 1 41-97/8" I I I I 33/41 33/8" (31/2" ( 8,10,B 1 J52 1 28 K 261/116 41--8 1/8" 1 4" 1 4" ( 2 1/2" 1 2 1/2" ( 1" 1 E ( 3/4" ( E ( 41'-97/8'. ( I I I 33/8" 13 1/2" ( 8, 11, B 1 1 tJ531 28 K 261/116 41'-5 5/8" 4" 4" 1 2 1/2" 1 21/2"1 1 1/4"'," E I ( 41'-6 7/8" 1 0" 1 2 1 2 1/2" 1 33/8" 131/2" 1 11,21, B 1 (1J54 28 K 232/103 1 41'-67/8" 4" 4" 1 2 1/21 21/2"1 j 3/4" 1 E' 41-7 5/8" 1 11/8" 1 33/8" (3 1/2" 18,8 1 1 J55 28 K 232/103 1 41'-71/4" 40 1 40 * f 3/40 E j 41'-8" : f 1 1/8" 1 33/8" 1 31/2"1 6, 14, 18, B 1 1 J56 28 K 232/103 1 41'-73/4" 40 f 4 * * 3/4" 1 E. 41'-81/2" -. 1 1/8" 1 33/8" 1 31/2"1 18, B PAINT: GRAY JOB: PALOMER POINT DATE PRINTED: 7/6/05 4:12 PM SHT 4 OF 6 FORj LAW STEEL.. SHIPTO: CARLSBAD, CA :.i.i"f'DBY: DRAWN BY AD JOB'iE4219-05 BILLOF SS'J & LSJ I REVISION MATERIALS SSJ 18 QUINCY JOIST COMPANY LSJ '0 22253W So,Ahm Ave TEL: (623) 366.1900 JS 0 8keye, AZ 85326 FAX: (823)386-1888 QTY 18 "HOLE. ERROR LE* **}()LE ERROR RE** OTY MARK TYPE BASE LENGTH SEAT DIMENSION TCXL TCXR DAL LGTH TYPE BCXL BCXR PUNCHED SEATS REMARKS LGTH B. L. BR. BDL BOR LGTH TYPE LGTH' TYPE LGTH TYPE HLE HRE GA 1 1J57 28 K 232/103 41'-6 1/8" 4• 4. * * 3/4" E 41'-6 7/8" 23/4" 2 3" 2 1 1/2" 1 1/2" 1 3 1/2" 18, B 1 J58 28 K 232/103 ( 41'-77/8 4" ( 4 ( * ( * I ( 3/4" E 41-8 5/8" ( ( ( ( 11/8" 33/8" 1 1/21 1 j TJ59( 28 K 247/110 1 41-4 7/8" 1 4" * I * I 3/4" E ( ( 41'-5 5/8" 1 41/4" J. 2 1 1 1/2" 1 2 1 11/2" 1 1 1/2" 1 31/2"1 18, B 1 J60 1 28 K 275/117 ( 41-7 1/8" ( 4" ( 2 1/2" ( 2 1/2" ( 1/2" ( E 41'-75/8" ( 11/8" 1 33/8" 18, B 1 ( J61 (18 K '25711291 6-4318" ( 4' ( 4• ( * * 65/8" ( E ( 6-11" f . I B 1 ( J62 1 18 K 257/129 ( 12'-95/8" " 4 * ( * 65/8" E 1 13'-41/4" B 1 1 J63 (18 K 257/129 19'-23/4 ( 4• * I I I ( 65/8" f E f 19-9 3/8" ( I I I B 1 (TJ64( 18 K 257/129 ( 25'-77/8" 4" * ( * 3/4w ( E ( 63/8" ( E 1 26-3" 1 41/8" 1 2_1 17/8" ( 2_1 11/2" 1 81/8" (31/2" 1 B 1 J65 118 K 257/129 25-1 0" f 4" * I * I 1 1 4 7/8" j E 1 26%27/8" ( .f . I I I I B 1 ITJ66 118 K 274/137 25-7 1/2" 4" 4". 2 1/2" ( 2 1/2" 3/4" 1 E 1 6 3/8" ( E 26-2 5/8" ( 5" ( 2 ( 1" 1 2 1 1/2" 1 8 1/8" 1 3 1/2" 1 B 1 (J67 (18 K 302/146 25-8 1/4" f 4" 4" 2 1/2" 1 2 1/21 I 63/8" E 26-2 5/8" I I I I B 1 IJ31A(.24 K 226/99 1 35'10 1/2" 4" 1 40 * * 47/8" 1 E-1 3/4" 1 E 36'-41/8" . . . 2, B 2 (J33A( 24 K 216/96 35-9 7/8" 4" 1 4" (21/2" 21/2" 53/8" E 1 3/4" E 36.4" ( , ( 2,8 1 ITJ34P1 24 K. 216/96 f 35'-5 1/4" ) 4" 4" 2 1/2" ( 2 1/2" 81/2" E 36'-13/4" -11/8" 2 3/4" 2 81/8" ( 11/2" 31/2" 2, B 2 J35A ( 24 K 216/96 35'-91/4" 4" 4" * * '6 1/8" E 3/4" E 1.36.4 1/8" . (' 2, B 1 (J37A( 24 K 216/96 35-10 1/4" ( 40 40 * * ( 53/8" E 3/4" E ( 36 -4 3/8" - 2, B PAINT: GRAY JOB: . PALOMER POINT . . : DATEPRINTED: ( 7/5/058:01AM SHT 5.OF 6 PORJ LAW STEEL - SHIP TO pARLSBADCA BY DRAWN BY AD f' JOB (1 4219-05 I SSJ&LSJ I REVISION BILL OF I c-J0 MATERIALS ____________ SSJ 13 QUINCY JOIST COMPANY LSJ 0 22253WSotdhemAve TEL: (623) 386-1900 JS 0 8odeye, AZ 95326 FAX: (623) 386-1888 QTY 13 "HOLE ERROR LE" **I.)OLE ERROR RE L QTY MARK TYPE BASE LENGTH SEAT DIMENSION TCXL TCXR OAL LGTH hYPE BCXL BCXR f PUNCHED SEATS REMARKS LGTH B.L. B.R. BDL I BDR LGTH ITYPE LGTH ITYPE LGTH TYPE HLE HRE I GA 1 J37B 1 24 K 216/96 35'-10 3/4 4• 4• * * 53/8' E 3/4" E 1 36'-4 7/8" I 2, B 1 ITJ46ft 24 K 216/96 41'-81/8" £" " * * 6 1/8" f E 3/4" E 42-3" f 81/8" 1 33/8" 13 1/2" 1 4, B 1 lTJ46 24 K 216/96 41'-77/8" " * * 6 1/8" E E ( 42'-23/4', 8 1/8" ( 33/8" 13 1/2" 1 4, B 1 24 K 216/96 41-7 5/8" " " * * 61/8" E E 42'-2 1/2" f f 81/8" 1 33/8" 13 1/2" 1 4, B I JTJ46c 24 K 216/96 41-7 3/8" 4" 4" 2 1/2" 2 1/2" 61/8" E ( 3/4" E 42'-21/4" 81/8" 1 33/8" I 1/2" 1 4, 5, B 1 1TJ47P1 24 K 216/96 41'-5" " 21/2 1 2 1/2" 8 1/2" 1 E 1 3/4" 1 E 1 42'-2 1/4', 1 -11/8" 1 2 1 8 1/8" 1 33/8" 13 1/2" 1 4,8 1 j J58A1 28 k 232/103 41-7 5/8" 1 4" " I * * I I I E 1 41-8 3/8' ( 1 I I I 11/8" 1 33/8" 31121 18, B 1 (J588( 28 K 232/103 1 41'-73/8" 1 Li" 1 4" * - ( * I I I ( E ( 41-81/8" ( ( I I I 11/8" 1 33/8" 131/2" 18, B 1 (J65A 118 K 257/129 25'-9 7/8" 1 " I " I * * I ( 47/8" 1 E 1 26-2 3/4" 1 I 1 I I 1 I I B 1 j J65B1 18 K 257/129 25-9 3/4" " 2 1/2" 1 21/2"1 47/8" ( E ( 26'-25/8" ( B II 1(111 II II 11111111 I) 11111 II II I 1111111 II 111 II III 1111111 II Ill II II .1 1111111 I I I I 1 1 I I I l -I I I I I PAINT: I GRAY JOB: PALOMER POINT DATE PRINTED: ( 717105 7:47 AM ISHT 6 OF 6 FORj LAW STEEL: SHIP:To: CARLSBAD, CA '; KD BY: ( DRAWN BY AD JOB 4219-05 QUINCY JOIST COMPANY fri 520 SOUTH. VIRGINIA ST. QUINCY, FLORIDA 32351 PH 850/875-1075 FAX 850/875-1277 Manufacturers of Open Web Steel Joists, Long Span and Girders JOIST DESIGN INFORMATION Job Number: . 4219-05 . Drawn By: AD Job Name: PALOMER POINT CK'd By: Location: CARLSBAD, CA Date: 7/5/2005 Note No.: . Note: . . . . . Page: 1 OF 2 . A. COMMON NOTES FOR ALL FLOOR JOISTS: JOIST TO BE DESIGNED FOR FOLLOWING LOADS: TOP CHORD = 45 PSF + 20 PARTITION(DEAD) =65 PSF = 80 PSF (LIVE) REDUCIABLE) . BOTTOM CHORD = 5 PSF (DEAD) MECH. ALLOWENCE = 500# AT ANY PANEL POINT. B. COMMON -NOTES FOR ALL ROOF JOISTS: . S JOIST TO.BE DESIGNED FOR FOLLOWING LOADS: TOP CHORD = 12 PSF (NOT INCLUDED SELF WEIGHT) = 20 PSF (LIVE-REDUCIABLE PER UBC) . BOTTOM CHORD = 3 PSF (DEAD) MECH. ALLOWENCE = 500# AT ANY PANEL POINT U.N.O. BY DESIGN NOTE ...D 'CLIP @ 15-4' FTE OAL. U CLIP @ MIDSPAN . DESIGN JOIST FOR DRAG LOAD ®F n50#© RIGHT END. (DRAG LOAD TRANSFER THROU4IF PLATE) . . .. - 'D CLIP @ 25-5" FTE OAL. DESIGN JOIST FOR 1.5k POINT LOAD @ 6 710 1/414-2 1/4.21-6 1/4" AND 28-10.1/4" FTE OAL (DUE TO SCREEN PQST) DESIGN JOIST FOR 1.5k POINT LOAD UP / DOWN @ 6-3 5/8,13 7 5/8',20-1 1 5/8" AND 28-3 5/8" FTE C (DUE TO SCREEN POST) DESIGN JOIST FOR 500# LOAD @ ANY PANEL POINT (DUE TO MECH UNIT) 'D' CLIP @ 25-0 5/8" FTE OAL. ALIGN WITH NOTE #4 DESIGN JOIST FOR 250# LOAD @ANY PANEL POINT (DUE TO MECH UNIT) DESIGN JOIST FOR 125#. LOAD @ANY PANEL POINT (DUE TO MECH UNIT) DESIGN JOIST FOR POINT LOAD OF 2.5k @ ANY PANEL POINT. (APPROVER TO VERIFY THE LOAD IA AXIAL OR VERTICAL POINT LOAD.) ACO Aiak QUINCY JOIST COMPANY 520 SOUTH VIRGINIA ST. QUINCY, FLORIDA 32351 • PH. 850/875-1075 • FAX 850/875-1277 Manufacturers of Open Web Steel Joists, Long Span and Girders JOIST DESIGN INFORMATION Job Number: 4219-05 Drawn By: AD Job Name: PALOMER POINT CK'd By: Location: CARLSBAD, CA Date: 7/7/2005 Note No.: Note: Page: 2 OF 2 NOT USED DESIGN JOIST FOR 1.5k POINT LOAD UP / DOWN @ ANY PANEL POINT • - (DUE TO SCREEN POST) DESIGN JOIST FOR 1.0k POINT LOAD UP / DOWN © 6'-3 5/8",13- 7 5/8,20-11 5/8" AND 28'3 5/8" FTE C (DUE TO SCREEN POST) 13/16" HLE' HOLES @ 1 3/4" @ FS AND © 5 3/4" @ NS 'D' CLIP @ 14'-9 3/8" FTE OAL b CLIP @ 14-11 5/8" FTE OAL 'D' CLIP @ 25-10 3/8" FTEOAL 'D' CLIP'@ 14'-8 5/8" FTE OAL 'b' CLIP @ 14'-4 1/8" FTE OAL D' CLIP @ 24'-9 5/8" FTE OAL JOISTS IN SAME BAY: (FOR X-B'OLTED BRIDGING) J22-J25 J16-J20 J21 - BY ITSELF ( ( QUINCY JOIST COMPANY r-jco 22253 W Southern Ave., Buckeye, AZ 85326 • Phone: (623) 386-1900 Fax: (623) 386-1888 Manufacturers of Open Web Steel Joists, Long Spans and Girders DATE PRINTED: 7/5/05 8:01 AM JOB NUMBER: 4219-05 SHEET NUMBER: 1 OF 2 JOB NAME: PALOMER POINT COMPUTED BY: AD LOCATION: CARLSBAD, CA CHECKED BY: SLOPE AND SKEW SEAT WORKSHEET LEFT END. RIGHT END MK DET O SKEW BL /E MK DET O SKEW 4 BR .€ J31A E 5/16" 8 7/8" 2 1/4" J31A F 5/16" 4 3/4" 2 1/2" 1J32 E 5/16" 10 3/8" 2 1/4" 1J32 F 5/16" 4" . 2 1/2' J33 E 5/16" 9 3/8" 2 1/4" J33 F 5/16" 4 3/4" 21/2" J35A E . 5/16' 10 1/8" 2 1/4" J35A F 5/16" 43/4" 21/2" TJ36 E 5/16. 1-0 1/2" 2 1/4" TJ36 F 5/16" 11 7/8" 21/2' J37 E 1/4' 9 3/8" 2'1/2" J37 F 1/4" 4 3/4" 21/2" J37A E 1/2 9 3/8' 2 1/4" J37A F 1/2" 43/4" 21/2' J37B E 3/4" 9 3/8" 2 1/8" J376 F 3/4 4 3/4" 21/2" TJ38 E 1" 10 3/8' 2" TJ38 F ill 4" 2 1/2" .J39 . E 7/8' 8 7/8" 2" J39 F 7/8" 4 3/4" 21/2" TJ40 E 5/8' 103/8" 2 1/4" TJ40 F 5/8' 43/4" 21/2" J41 E 9/16" 1 10" 21/4" J41 F 9/16" 43/4 Al 21/2" TJ42 E 1/2" 6 1/8" 2 1/2" 1J42 F 1/2" 41/2" 21/2" J43 E 5/16" 10" 2 1/4" 1 J43 F 5/16" 4 1/2" 21/2" J44 E 11/16" 8 7/8" 2 1/8" 1 J44 F 11/16" 4 3/4" 21/2" 1J45 E 13/16" 1-01/2' 2 1/8" TJ45 F 13/16" 43/4" 21/2" TJ46 E 3/4 . .101/8" 2 1/8" TJ46 F 3/4". 43/4" 21/2" TJ46A E 5/8" 10 1/8" 2 1/4" TJ46A F 5/5" 4 3/4" 2 1/2" TJ46B E 1/2" 10 1/8' 2 1/4" TJ46B F 1/2" 4 3/4" 2 1/2" 1J46C E 5/16" 101/8" 2 1/2' TJ46C F 5/16" 43/4' 21/2" 1J47 E 7/16" 1-0 1/2" 2 1 :1 TJ47 I F 7/16" 4 3/4" 21/2" 'p T'p F. Y'.T T. 11. I'. "BL = BEARING LENGTH AT TAGGED END OF JOIST BR = BEARING LENGTH AT OPPOSITE (RIGHT) END OF JOIST TOP VIEW SKEW e-- " .i:,. SSJ 2 1/2" LSJ 5"__- 8R QUINCY JOIST COMPANY co 22253 W Southern Ave., Buckeye, AZ 85326 • Phone: (623) 386-1900 Fax: (623) 386-3888 Manufacturers of Open Web Steel Joists Long Spans and Girders DATE PRINTED: 7/5/05 8:01 AM JOB NUMBER: 4219-05 SHEET NUMBER: 2 OF 2 JOB NAME: PALOMER POINT COMPUTED BY: AD LOCATION: CARLSBAD, CA CHECKED BY: SA E WI E V. SLOPE AND SKEW SEAT WORKSHEET LEFT END RIGHT END MK DIET O SKEW 4 BL. /E MK DET O SKEw4 BR , 1J49 E ' 5/16" 5 1/4" 2 1I2 TJ49 F 5/16' 4 3/4" 2 1/2" J50 E 5/16" 5" 2 1/2' J50 F 5/16" 43/4" 21/2" J55 E 7/16" 4" 21/2" J55 F 7/16" 4 314" 2 1/2' J56 E 11/16" 4" 21/2" J56 , F 11/16' 43/4" '2 1/2" TJ57 E 15/16" 4 3/4" 2 1/2" TJ57 F 15/16" 4" 2 1/2" J58 E 3/4" 4" 21/2' J58 F . 3/4" 4 3/4' '2 1/2" J58A E 5/8" 4" 21/2" J58A F 5/5" 4 3/4" 2 1/2" J58B E 1/2" 4" 2 1/2" J588 F 1/2" ' 4 3/4" 2 1/2" TJ59 E 5/16" 4 3/4" 2 1/2" TJ59 F 5/16" 4' 2 1/2" J61 E 9/16" 4" 2 112" J61 F 9/16" 10 518" 2 3/4" J62 E 9/16" 4' - 2 1/2" J62 F 9/16" 105/8" 23/4" J63 E 9/16" 4" 2 1/2" J63 F 9/16" 105/8" 23/4" 1J64 E 9/16" 4 3/4" 21/2"1 TJ64 F 1 9/16" 10 3/8". 23/4" J65 E 7/16" 4" 2 1/2" J65 ' F 7/16" 8 7/8" 23/4" J65A E 3/8" , 4" 21/2" J65A F 3/8" 8 7/5" 23/4" BL = BEARING LENGTH AT TAGGED END OF JOIST BR = BEARING LENGTH AT OPPOSITE (RIGHT) END OF JOIST TOP VIEW SKEW 07/06/2005 Quincy Joist Design " Page 1 Ji 10 1 Job No: 4219-05 Seq 01 Name: PALOMAR POINTE .. Mark Joist Base length Depth Ji 28LS900/465 35-11 7/8 28.00 LE TC Panel = 3- 6 / 2- 6 6 panels® 2-0 / 2-0 RE TC' Panel = 2-6 / 3-5 7/8 LE BC Panel = 3-6 RE BC Panel = 3-57/8 Load Case No. 1 BC Uniform Load ................37.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load...............900.000 / 465.000 lb/ft Reactions LE: TC@O-2 From LE= 17,173.4 Lbs RE: TC@ 0-2 From RE= 17,173.5 Lbs Min. Shear: 25% 4,293.4 Lbs Load Case No. I Part Reactions LE: TC @ 0- 2 From LE= 17,173.4 Lbs RE: TC@ 0-2 From RE= 17,173.5 Lbs Mm. Shear: 250/. 4,293.4 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 62 53 26.440 50000 612.0 913.1 360 0 12407 15051, 2 143.9 • 73.9 287.9 1.633' 1.439 0 -.0 0 ANGLE WEB DESIGN ' . W2 W3 W4 W5 W6 W7 W8 W9 W9 W8 W7 W6 W5 W4 W3 W2 VI V2 V3 V4 26 40 26 4D .14 23 01' 22 22 01 23 14 4D 26 40 26 10 01 01 • 01 2 2 I 1 1 1 1 1 1 1 1 1 1 1 221 1 1 1 11.10 10.40 5.70 5.10 4.70 3.10 3.60 3.10 3.10 3.60 3.10 4.70 5.10 5.70 10.40 11.10 2.10 1.6 1.6 1.6 V4 V3 V2, Vl 1 01 H 01 10 .1.6 1.6 1.6 2.1 .' ***** END OF DESIGN FOR jj**** 07/06/2005 / Quincy Joist Design 4 10_] Page 1 TJ2 Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth TJ2 28LS900/465 35.- 2 5/8 28.00 LE TC Panel = 3-5 / 2-2 3/8 6 panels 2-0 I, 2-0 RE TC Panel = 2-2 3/8 / 3-4 7/8 - LE BC Panel = 3-6 RE BC Panel = 3-57/8 Load case No. 1 BC Uniform Load ...............37.500 lb/ft PT. at any One TC Panel'Point.0.50 Kips TC Uniform Load...............900.000 / 465.000 lb/ft Reactions LE: .TC@0-2 From LE= 16,812.2 Lbs RE: TC@ 0-2 From RE= 16,812.4 Lbs Mm. Shear: 25% 4,203.1 Lbs Load Case No. 1 Part ,2 Reactions LE TC@0 2 From LE=168122 Lbs RE TC© 0 2 From RE= 168124 Lbs Mm Shear 25% 42031 Lbs CHORD DESIGN' Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy ' Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 61-- 53 26.448 50000 573.7 875.1 360 0 1.3076 16006 2 140.8 43.9 287.9 1.628 1.439 4 . 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W8 W9 W9 ,W8 W7 W6 W5- W4 W3 -'W2 VI -V2- y3 V4. 26 23 26 4D 14 23 01 22 22 01 23 14 4D 26 23 26 10 01 01 01 2 2-1 1 1 1 1 1 1 1 1 1 11 I 2 1 11 1 2 10.90 8.10 5.70 5.10 4.70 3.10 3.50 3.10 3.10 3.50 3.10 4.70 5.10 5.70 8.20 10.80 2.00 1.. 1.6 1.6 'V4 V3 V2 Vi 01 01 01 10 1.6 1.6 1.6 2.0 END OFDESIGNFOR' TJ2**** ' ' - 07/06/2005 Quincy Joist Design ( •o Page 1 J3 ( Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth J3 28LS876/465 35-117/8 28.00 LE TC Panel= 3-6 1 2-6 6 panels @ 2-0 / 2-0 RE TC Panel = 2-6 / 3-57/8 LE BC Panel = 3-6 RE BC Panel = 3-5 7/8 • Load Case No. I 0 BC Uniform Load ............... 37.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............876.000 / 465.000 lb/ft Reactions LE: TC@O-2 From LE= 16,745.5 Lbs RE: IC® 0-2 From RE= 16,745.7 Lbs Mm. Shear: 25% 4,186.4 Lbs Load Case No. 1 Part 2' - Reactions LE: TC®0-2 From LE= 16,745.5 Lbs RE: TC® 0-2 From RE= 16,745.7 Lbs Mm. Shear: 25% 4,186.4 Lbs CHORD DESIGN Inertia (inA4) Defi. Ratio Chord Shear. Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac- TC BC TC BC TC EP BC 61 53 26.448 50000 • 612.0 875.1 360 0 13276 14672 . 2 143.9 36.4 287.9 1.628 1.439 4 ' 0 ANGLE WEB DESIGN • • W2 W3 W4 W5 W6 W7 W8 W9 W9 W8 W7, W6 W5 W4 W3 •W2 VI Y2 V3- V4 26 24 26 • 4D • 14 23 01 22 22 01 23 14 4D 26 24 26. 10 01 01 01 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 '1 1080 8.10 5.50 5.00 4.60 3.00 3.50 .3.00 3.00 3.50 3.00 -4.60 5.00 5.60 8.10 10.80 2.10 1.6 1.6 1.6 V4 V3 V2 -Vi .0101 0110 • L6 1.6 1.6 2.1 • 0 . OFDESIGNFOR J3**** 07/06/2005 1 Quincy Joist Design j Page 1 'TJ4 4 10 Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist . . Base length Depth TJ4 28LS876/465 35-25/8 28.00 LE IC Panel = 3- 5 / 2 2 3/8 6 panels @ 2-0 / 2-0 RE TC Panel = 2-2 3/8 / 3-4 7/8 LE BC Panel = 3- 6 RE BC Panel = 3- 57/8 - Load Case No. 1 BC Uniform Load...............37.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load...............876.000 / 465.000 lb/ft * Reactions LE: IC ® 0-2 From LE= 16,393.6 Lbs RE: IC® 0-2 From RE= 16,393.8 Lbs Mm. Shear: 25% 4,098.4 Lbs Load Case No 1 Part S Reactions LE: IC @0-2 From LE= 16,393.6 Lbs RE:' IC® 0-2 From RE= 16,393.8 Lbs Miii. Shear: 25% 4,098.4 Lbs - CHORD DESIGN Inertia (in "4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC. BC .• RowsBC Spac . TC BC TC BC TC EP BC 61 53 26.448 50000 573,7 875.1 360 0 12751 15605 2 140.8 53.7. 287.9 1.628 1.439 4 . 0 ANGLE WEB DESIGN ' W2 W3 W4 W5 W6 W7 W8 W9 W9 W8 W7 W6 W5 W4 W3 W2 Vi V2--V3 V4 26 23 26 4D 14' 23 01 22 22 01 . 23 14 4D 26 23 26 1.0 01 01 01 '2 2 1 1 1 1 1 1 1 1 1 1 1.1 2 2 1 1 1 1 10.60 7.90 5.50 5.00 4.60 3.00 3.40 3.00 3.00 3.40 3.00 4.60, 5.00 5.50 8.00 10.60 2.00' 1.61 1.6 1.6 V4 V3 V2 Vi 01 01 01 10 '1 1 1 1 ,L6 1.6 1.6 2.0 . . S. I *****ENDQFDESJGNFQR TJ4**** 7 . S S 4' 07/06/2005 Quincy Joist Design Page 1 J5 4.10] Job No: 4219-05 SeQ 01 Name: PALOMAR POINTE Mark Joist Base length Depth J5 28LS876/465 35-11 28.00 LE TC Panel = 3-6 / 2-5.1/2 6 panels @ 2- 0 / 2- 0 RE TC Panel = 2- 5 1/2 / 3-6 LE BC Panel = 3-6 RE BC Panel = 3-6 Load Case No. 1 PT. at any One TC Panel Point. 0.50 Kips BC Uniform Load...............37.500 lb/ft TC Uniform Load ................876.000 / 465.000 lb/ft Reactions LE: TC@0-2 From LE 16,712.1 Lbs RE: TC@ 0-2 From RE= 16,712.1 Lbs Mm. Shear: 25% 4,178.0 Lbs Load Case No. 1 Part 2 Reactions LE: TC@0-2 From LE16,7.12.l Lbs RE: . TC @ 0-2 From RE= 16,712.1 Lbs Min. Shear: .25% 4,178.0 Lbs CHORD DESIGN Inertia (mM) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC •TC BC IC EP BC 61 53 26.448 50000 608.3 875.1 360 0 . 13226 14615 2 . 143.6 38.2 287.9 1.628 1.439 4 0 ANGLE WEB DESIGN . W2 W3 W4 W5 W6 W7 W8 W9 W9 W8 W7 W6 W5 W4 W3 W2 VI V2 y3 4 26 24 26 4D 14 23 . 01 22 22 01 23 :14 4D 26 24 26 .10 . 01 01 01 2 2 '1 11 1 1. 1 1 1 11.1 1 2 2 1 1 1 1. 10180 8.00 5.50 5.00 4.60 3.00 3.50 3.00 3.00 3.50 3.00 4.60 5.00 5.50 8.00 10.80 2.10 1.6 1.6 1.6 V4 V3 V2 Vi 01 01 01 10 .. 1.6 1.6 1.6 2.1 . .. . . . *****END OF DESIGN FOR J5**** 07/06/2005 [,, ] Page 1 TJ6 I Quincy Joist Design 4 10 Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth TJ6 28LS876/465 35-0 28.00 LE TC-Panel = 3-4 / 2-2 6 panels @ 2-0 / 2-0 RETC Panel = 272 / 3-4 LE BC Panel = 3- 6 , RE BC Panel = 3-, 6 Load Case No. I BC Uniform Load................ 37.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ..................876.000 / 465.000 lb/ft Reactions LE: TC @0-2 From LE= 16,294.6 Lbs RE: TC @ 0-2 From RE' 16,294.6 'Lbs Mm. Shear: 25%.4,073,6 Lbs Load Case No. 1 Part 2 Reactions LE: TC @ 0-2 From LE= 16,294.6 Lbs RE: TC @ 0-2 From RE= 16,294.6 Lbs Min. Shear: 25% 4,013.6 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging 'Max. Unbraç (in) Ryy, Fillers TC BC Eff depth Fy Require Actual LL TL TC BC Rows BC Spac TC BC, TC BC TC EP BC 61 60 26.346 50000 563.1 830.1 360 0 12651 17107 2 140.0 56.8 '324.0 1.628 1.620 4 . 0 ANGLE WEB DESIGN ' W2 W3 W4, W5 W6 W7 W8 W9 W9 W8 W7 W6 W5 W4 W3 W2 VI V2' 3 V4 40 23 -26 4D 714 23. 01 22,. 22 01 23 14 4D 26 23 40 10 01 01 01 14.50' 7.70 5.60 5.00 4.60 3.00 140 3.00 3.00 3.40 3 00 4 60 5.00. 5.60' 7.70 14.50 L'90 1 61 1.6 1.6 V4 V3 V2 VI 01 01 01 10 1.6 1.6 1.6 1'9 I.. ***** OF DESIGN FOR TJ6**** 07/06/2005 Page 1 TJ8 . . 4.10j Quincy Joist Design Job No: 4219-05 Sep 01 Name PALOMAR POINTE Mark Joist Base length Depth TJS 28LS822/430 34-10 5/8 28.00 LE TC Panel = 3-4 I 2- 1 3/8 6 panels @ 2-0 / 2-0 RE TC Panel= 2- 1 3/8 / 3-3 7/8 LE BC Panel = 3- 6 RE BC Panel = 3-5 7/8 Load Case No. 1 0 PT. at. any One TC Panel Point.0.50 Kips BC Uniform Load ...............37.500 lb/ft TC Uniform Load...............822.000 / 430.000 lb/ft Reactions LE: TC@0-2 From LE= 15,309.2 Lbs RE: TC@ 0-2 From RE= 15,309.3 Lbs Mm. Shear: 25% 3,827.3 Lbs Load Case No. 1 Part Reactions LE: IC @0-2 From LE= 15,309.2 Lbs RE: TC @ 0-2 From RE= 15,309.3 Lbs Min. -Shear: 25% 3,827.3 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in). Ryy Fillers TC BC Eff depth Fy Require Actual LL ii TC BC RowsBC Spac TC BC TC BC TC EP BC 53 60 26.462 50000 518.2 799.3 360 0 13011 16004 2 .139.5 61.1 324.0 1.439 1.620 4 0 ANGLE WEB DESIGN W2 W3 W4 WS W6 W7 W8 W9 W9 W8 W7 W6 W5 W4 W3 W2 VI V2 V3 V4 24 22 26 41 13 23 01 22 22 01 23 13 41 26 22 24 01 01 - 01 01 2 2 1 1 1 1 1 1 1 1 1 1 1 1 . 2 2 1 .1 1 1 • 10.90 8.30 5.20 5.20 4.60 2.90 3.20 2.80 2.80 3.26 2.90 4.70 5.20 . 5.20 8.30 10.90 1.80 1.5 1.5 1.5 V4 V3 V2 VI 01 01 01 01 1 1 1.1 . *****ENDOFDESIGNFOR TJS**** 0 07/06/2005 I Quincy Joist Design Page 1 J9 4 10 ] - 09:40:28 I•__ Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth J9 28LS822/430 36-03/8 28.00 LE TC Panel = 2-5 / 1-7 1/4 7 panels @ 2-0 I, 2-0 RE IC Panel = 1-7 1/4 / 2-4 7/8 LE BC Panel = 3-6 RE BC Panel= 3- 5 7/8 Load Case No. I PT. at any One TC Panel Point.0.50 Kips - BC Uniform Load ..... .......... 37.500 lb/ft TC Uniform Load...............822.000 / 430.006 lb/ft - Reactions LE: TC @ 0- 2 From LE= 15,815.9 Lbs RE: TC@ 0-2 From RE= 15,816.1 Lbs Mm. Shear: 25% 3,954.0 Lbs Load Case No. 1 Part 2 Reactions LE: TC @ 0- 2 From LE= 15,815.9 Lbs RE: TC@ O-2 From RE= 15,816.1 Lbs Min. Shear: 25% 3,954.0 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC.Spac TC BC TC BC TC EP BC 61 60 26.346 - 50000 570.7 830.1 360 0 12627 15665 2 144.1 • 53.1 324.0 1.628 1.620 2 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W8 W9 W10, WIO W9 W8 W7 W6 W5 W4 W3 W2 Vi V2 40 43 35 4G 23 40 10 22 01 01 22 10 40 23 4G 35 43 24 10 01 2 1 1 1.1 1 1 1 11 1 1 1' 1 1 1 1 2 1 1 14.50 4.80 5.60 5.10 5.10 4.60 3.90 2.90 3.30 3.30 2.90 3.90 4.60 5.10 5.10 5.60 4.80 11.6 1.6 1.5 V3 V4 V5 V4 V3 V2 Vi 01 01 01 01 01 01 10. . . • • - 1.5 1.5 1.5 1.5 1.5 1.5 1.6 • • END OF DESIGN FOR 07/06/2005 ( Page 1 TJIO :4.10 Quincy Joist Design Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth TJ1O 28LS861/436 35-8 1/8 28.00 - LE TC Panel = 3-6 / 2-41/8 6 panels® 2-0 / 2-0 RE TC Panel = 2-4 1/8 / 3-5 7/8 LE BC Panel = 3-6 RE BC Panel = '3-5 7/8. Load Case No. 1 - PT. at any One TC Panel Point.0.50 Kips BC Uniform Load...............37.500 lb/ft TC Uniform Load...............861.000 / 436.000 lb/ft Reactions LE: TC @ 0- 2 From.LE=16,337.3 Lbs . RE: TC@ 0-2 From RE= 16,337.4 Lbs Mni:Shear: 25% 4,084.4 Lbs Load Case No. - 1 Part Reactions LE: TC @ 0- 2 From LE= 16,337.3 Lbs RE: TC@ 0-2 From RE= 16,337.4 Lbs Mm. Shear: 25% 4,084.4 Lbs CHORD DESIGN Inertia (in'4) Defi. Ratio Chord Shear Check(fv) Bridging , Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC. RowsBC Spac TC BC TC .BC TC EP BC 61 53 • 26.448 50000 561.3 875.1 360 0 12854 14197 2 -142.71 50.2 287.9 1.628 1.439 4 Q 0 ANGLE WEB DESIGN ' W2 W3 W4 W5 ' W6 W7 W8 W9 W9 W8 W7 W6 W5 W4 W3 W2 VI: V2 V3 V4 24 23 26 4D 13 23 01 .. 22 .22' 01 23 . 14-. 4D 26 23 •24 10 01 01.' 01 2 2 1 1 I 1 1.1.1 I 1 1 1 1.2 2 1 1 1 1 11.60 8.30 5.50, 4.90 4.80. 3.00 3.40 3.00 3.00 3.40 3.00 4.60 4.90 50 8.30 11.60 2.00 1.6- 1.6 1.6 V4 V3 V2 Vi . ... 01 01 01 10 . . . . . . 1.6 1.6 1.6 . 2.0 . . . . . *****ENDOF DESIGN FOR J*** 07/06/2005 ( Quincy Joist Design ] Page 1 TJI I 4 10 Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length 'Depth TJ11 28LS927/470 29-103/4 28.60 LE TC Panel = 3-0 / 1-11 3/8 5 panels © 2-0 / 2-0 RE TC Panel = I-Il 3/8 / 3-0 LE BC Panel = 3-6 ' , RE BC Panel= 3-6 Load Case No. 1 PT. at any One TC Panel Point.0.50 Kips, BC Uniform Load...............37.500 lb/ft TC Uniform Load ...............927.000 / 470.000 lb/ft Reactions LE: TC@0-2 From LE= 14,714.8 Lbs RE: TC@ 0-2 From RE= 14,714.8 Lbs Mm. Shear: 25% 3,678.7 Lbs Load Case No. I Part 2 Reactions LE: TC@0-2 From LE' 14,714.8 Lbs RE: TC @ 0-2 From RE= 14,714.8 Lbs Mm. Shear: 250/0 3,678.7 Lbs CHORD DESIGN Inertia (m M) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 51 44 26.711 50000 355.3 672.1 360 0 13437 18385. 2 119.5 59.5 249.1 1.430 1.245 2 ø 0 ANGLE WEB DESIGN . . . W2 W3 ,W4 W5 W6 W7 W8 W8 W7 W6 W5 W4 W3 W2 Vi . V2 V3 V4 V3 V2 26 44 34 32 13 20 01 01 20 13 32 34 44 26 10 01 01 01 01 01 2 1 1 1 1 1 1 1 lw 1 1 1 .1 2 F 1 1 1 1 1 9.40 4.20 4.80 4.10 3.80 3.00 3.10 3.10 3.00 3.80 4.10 4.80 4.20 9.40 1.90 1.60 1.60 1.6 1.6 1.6 vi . . 10 . . 1.9 . L *****ENDOFDESIGNFOR 07/06/2005 / Quincy Joist Design Page 1 TJ12 .4 .10 _] Job No: 4219.05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length depth . .. TJ12 20LS927/470 23-1- 20.00 LE TC Panel = 2-2 / 1-41/2 4 panels @ 2- 0 / 2-0 RE TC Panel = 1-4 1/2/ 2-2 LE BC Panel = 2-6 RE BCPanel = 2-6 Load Case No. 1 PT. at any One TC Panel Point.0.50 Kips ; SC Uniform Load ...............37.500 lb/ft TC Uniform Load ...............927.000 / 470.000 lb/ft Reactions LE: TC@0-2 From LE= 11,433.5 Lbs . RE: TC@ 0-2 From RE= 11,433.5 Lbs Mm. Shear: 25% 2,858.4 Lbs Load Case No. 1 Part 2 : Reactions LE: TC@0-2 From LE= 11,433.5 Lbs . RE: TC@ 0-2 From RE= 1l,433.5 Lbs Mm. Shear: 25% 2,858.4 Lbs CHORD DESIGN Inertia (inA4) Defi Ratio Chord Shear Check(fv) Bridging Max Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 45 43 18.830 50000 164.3 '308.0 360 0 11902 15605 I .138.5 76.2 248.1 1.249 1.240 4 1 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W7 W6 W5 W4 W3 W2 Vi V2 V3 V3 V2 Vi -• B6 41 26 30 01 13 13 0.1 30 26 41 B6. 01 01 . 01 01 01 01 1 1 1 1 1 1 11 1 1 1.1 1.1 1 1 1 I 4.50 5.00 4.50 4.50 3.20 2.50 2.50 3.20 4.50 4.50 5.00 4.50 1.40 1.60 1.60 1.60 1.60 1.4' *****END OF DESIGN FOR TJ12**** . * S - 07/06/2005 Quincy Joist Design j Page 1 113 4 10 Job No 4219-05 Sep 01 Name: PALOMAR POINTE Mark ' Joist Base length Depth '. J13 20LS927/470 17-11 1/8 2000 LETCPanel= •2-6 / 2-55/8 2 panels © 2-0 / 2-0 RETCPaiie1=2-5 5/8/ 2-57/8 LE BC Panel = 2-6 - . RE BC Panel = 2-5 7/8 Load case No. BC Uniform Load......... ........37.500 lb/ft PT. at ari One TC Panel Point.0.50 Kips TC Uniform Load .................. 927.000 / 470.000 lb/ft . Reactions LE TC@0 2FromLE= 89245 Lbs RE TC@ 0 2 From RE= 89248 Lbs Min. Shear 25% 22312 Lbs 2 Load ease No. 1 Part Reactions LE:.'TC@0 2FromLE= 89245 Lbs RE TC@ 0 2 From RE= 89248 Lbs Mm Shear 25% 22312 Lbs CHORD DESIGN - inertia (in "4) :, Defi. Ratio Chord Shear Check(fv) Bridging Max..Unbrac (in) Ryy. Fillers TC BC -Eff depth Fy Require Actual LL TL TC, 'BC Rows BC Spac TC •BC TC,.. 'BC TC P BC 42 40 .. 18.884 50000 • 77.4 206.7 360 0 11073 18668 • . 1 107.5 106.7' 243.8 1.234. 1.219 0 •- 0 ANGLE WEB DESIGN •• •• . -. W2 W3 W4 W5 W5 W4 W3 W2 Vi V2 V2 Vi B5 43 10 10 10 10 43 B5 01 01 01 01 . i i• ,i i i i i i i i i. ' 3:40. 5.40 - 3.20 2.20 2.20 - 3.20 5.40 3.40 1.80 1.50 1.50 1.80 - . . • • . *****END QF DESIGN FOR J73**** -• • . • .. 07/06/2005 [ Page 1 J14 Quincy Joist Design 4 job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth J14 .20LS825/440 25-6 1/2 20.00, LE TCPanel = 2-6 / 2-31/4- . 4panels © 2-0 / 2-0 RE TC Panel = 2-3,1/4/ 2-6 - LE BC Panel = 2-6 . . RE BC Panel = 2-6 Load Case No.. I ,- PT. at any One TC Panel Point.0.50 Kips BC Uniform Load..........:... .37.500 lb/ft TC Uniform Load ............... 825.000 / 440.000 lb/ft . . . Reactions LE: TC@0-2FromLE= 11,331.1 Lbs RE: TC@.0-2 From RE= 11,331.1 Lbs . Mm. Shear: 25% 2,832.8 Lbs Load Case No. I Part Reactions LE: TC @ 0-2 From LE= 11,331.1 Lbs RE: TC@ 0-2 From RE= 11,331.1 Lbs Mm. Shear: 25% 2,832.8 Lbs CHORD DESIGN Inertia (in "4) Defi: Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TO BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac. TC BC TC BC TO EP BC 51 43 ' 18.719 50000 209.0 316.0 360 0 11856 • 1493 ,1 153.2 81.5 248.1 1.430 1.240 0 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W7 W6 W5 W4 W3 W2 VI V2 V3 V3 V2 Vi B6 22 24 23 01 .13. 13 01 23 24 22. B6 01 01 01 01 01 01 1 , 2 1 1 1 1 1 1 1 1 2 1 11 1. 1 1' 1, 4.40 7.90 4.50 3.50 2.90 2.50 2.50 2.90 3.50 4.50 7.90 4.40 1.60 1.50 1.50 1.50 1.50 1.6' ***** END OF DESIGN FOR J14**** 07/06/2005 ( Quincy Joist Design 4.10 Page 1 TJ15 Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth TJ15 20LS825/440 25-23/4 20.00 LE TC Panel = 2-6 / 2- 1 3/8 4 panels @ 2-0 / 2- 0 RE TC Panel = 2- 1 3/8/ 2- 6 LE BC Panel = 2-6 RE BC Panel = 2-6 Load Case No. BC Uniform Load...............37.500 lb/ft - PT. at any One-TC Panel Point.0.50 Kips TC Uniform Load................825.000 / 440.000 lb/ft Reactions LE: TC @0-2 From LE= 11,195.7 Lbs RE: IC® 0-2 From RE= 11,195.7 Lbs Mm. Shear: 25% 2,798.9 Lbs Load Case No. 1 Part 2 Reactions _LE: TC@0-2FroinLE= 11,195.7 Lbs RE: TC@ 0-2 From RE= 11,195.7 Lbs Mm. Shears 25% 2,798.9 Lbs CHORD DESIGN Inertia (m^4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) I Ryy Fillers TC BC Eff depth Fy Require Actual LL IL TC BC RowsBC Spac TC BC TC BC TC EP BC 45 . 43 18.830 50000 201.5 308.0 360 0 12459 14567 1 151.3 64.0 248.1 1.249 1.240 4 0 ANGLE WEB DESIGN . W2 W3 W4 W5 W6 W7 W7 W6 W5 W4 W3 W2 Vi V2 V3 V3 V2 Vi - B6 45 24 23 01 13 13 01 23 24 45 B6 01 01- 01 01 01 01 1 1 1 1 ,1 1 1 11 1 1 1 1 1 1 1 1 1 4.40 4.40 4.50 3.50 2.90 2.40. 2.40 2.90 3.50 4.50 4.40 4.40 1.60 1.50 1.50 1.50 1.50 1.6 ***** END OFDESIGNFOR TJ15**** 07/06/2005 Quincy Joist Design J Page 1 TJ16 4.10 Job No: 4219-05 Seq 01 Name : PALOMAR POINTE Mark Joist Base length Depth TJ16 32LS863/443 41-9 1/4 32.00 LE IC Panel = 3-0 / 1-105/8 8 panels @ 2-0 / 2-0 RE TC Panel 1-10 5/8/ 3-0 LE BC Panel = 4-0 RE BC Panel = 4-0 Load Case No. BC Uniform Load ................ 37.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load .................863.000 / 443.000 lb/ft S Reactions LE: TC @0-2 From LE= 19129.3 Lbs RE: TC @ 0-2 From RE= 19,129.3 Lbs Mm. Shear: 25% 4,782.3 Lbs Load Case No. 1 Part 2 Reactions LE: fC@0-2 From LE= 19,129.3 Lbs RE: TC@ 0-2 From RE= 19,129.3 Lbs Min. Shear: 25% 4,782.3 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) •. Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual .LL TL TO BC RowsBC Spac IC BC IC BC TC EP BC 63 62 30.292 50000 912.4 .1464.0 360 0 11247 14357 3 125.3 105.0 326.6 1:647 1.633 0 0 ANGLE WEB DESIGN : W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 Wil W10 W9 W8 W7 W6 •W5 W4 W3 W2 41. 22 43 43 24 4D 13 23. 01 23 23 01 23 13 4D 24 43 43 22 41 2 2 1 F 1 1 1.1 1 1 1 11 1' 1 1 1 12 2 15.40 8.90 5.70 4.90 5.70 4.60 4.60 2.80 3.80 2.80 2.80 3.80 2.80 4.60 4.60 5.70. 490 5.7' 8.9 15.4 Vi V2 V3 V4 V5 VS V4 V3 V2 VI 10 10 10 10 10 10 10 10 10 10 1.9 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.9 END OF DESIGN FOR TJ16**** 07/06/2005 L (' Quincy Joist Design 4.10] Page 1 J17 Job No: 4219-05 Sea 01 Name: PALOMAR POINTE, Mark Joist Base length Depth J17 32LS863/443 41-9.114' 32.00 LE TC Panel = 3-0 / 1-105/8 , ' 8 panels @ 2-0 / 2-0 RE TC Panel= 1-105/8/ 3-0 LE BC Panel = 4-0 S RE BC Panel 4-0 Load Case No. BC Uniform Load ...............37.500 lb/ft ' PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ............... 863.000 / 443.000 lb/ft Reactions LE: TC @ 0- 2 From LE= 19,129.3 Lbs RE: TC@ 0-2 From RE= 19,129.3 ' Lbs Mm. Shear: 25% 4,782.3 Lbs Load Case No. 1 Part 2 - - Reactions LE: TC @ 0- 2 From LE= 19,129.3 Lbs RE:' TC@ 0-2FromRE= 19,129.3 Lbs Mm. Shear: 25% 4,782.3 Lbs CHORD DESIGN Inertia (m'4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 63 62 301292 50000 912.4 1,464.0 360 0 11247 14357 ' 3 125.3 105.0 ' 326.6 1.647 1.633 0 0 ANGLE WEB DESIGN W2 ' W3 W4 W5 W6 W7 W8 W9 WIO Wil. Wil WIO W9 W8 W7 W6 W5 W4 W3 W2 41 22 43 43 24 ,4D 13 23 01 ' 23 23 01 23 13 41) 24 . 43 43 22 41 2 2 1 ' 1 1 ' 1 ' 1 1 1 1 1 1 1 1 ' 1 1 1 ' I 2 2 15.40 8.90 5.70 4.90 5.70 4.60 4.60 2.80 3.80 2.80 2.80, 3.80 2.80 4.60 4.60 5.70 4.90 5.7' 8.9' 15.4 Vi •V2 V3 V4 VS V5 V4 V3 V2 VI S 10 10 10 10 10 10 10 10 10 10 - 1 1 1 1 1 1 1 1.9 1.6 1.6 1.6 1.6 1.6 1.6 16 1.6 1.9 *****ENDOF DESIGN FOR J17**** 07/06/2005 1 Quincy Joist Design Page 1 TJ18 09:41:10 i(. 4 0 10__] Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth TJ18 32LS863/443 41-67/8 32.00 LE TC Panel= 2-11 I 1-10 1/2 8 panels® 2-0 I 2-0 RE IC Panel= 1-101/2 / 2-10 7/8 LE BC Panel = 4-0 . RE BC Panel= 3-11 7/8 Load Case No. 1 -. BC Uniform Load...............37.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ................. 863.000 / 443.000 lb/ft Reactions LE: TC@0-2 From LE= 19041.0 Lbs RE: TC@ 0-2 From RE= 19,041.2 Lbs Mm. Shear: 25% 4,760.3 Lbs Load Case No. 1 Part Reactions LE: TC@0-2FromLE= 19,041.0 Lbs RE: IC® O-2 From RE= 19,041.2 Lbs Mm. Shears 25% 4,760.3 Lbs CHORD DESIGN Inertia (int'4) Defi. Ratio Chord ShearCheck(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 63 61 30.300 50000 899.6 1,390.1 360 0 11141 15686 3 124.7 107.0. 325.6 1.647 1.628 0 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W8 W9 WIO Wil Wil W10 W9 W8 W7 W6 WS W4 W3 W2 41 22 43 43 . 24 . 4D 13 23 01 23 23 01 23 13 4D 24 43 43 22 41 2 2 1 1 1 1. .1 1 1 1 1 1 1 1 1 1 1 1 2 2 15.30 8.80 5.60 4.90 5.70 4.60. 4.60 2.80 3.80 2.80 2.80 3.80 2.80 4.60 4.60 5.70 4.90 5.7 8.8 15.3 Vi V2 V3 V4 V5 VS V4 V3 . V2 Vi 10 10 10 10 10 10 10 10 10 10 .. . 1 1 ii I 1 1 1. 1 1 . •0 1.9 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.9 END OF DESIGN FOR TJJ8**** 07/06/2005 Quincy Joist Design Page 1 TJI9 4 10__] 09:41:16 F, Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth TJ19 32LS806/414 41-67/8 32.00 LE TC Pane! = 2-11 / 1-10 1/2 8 panels @ 2-0 / 2-0 RE TC Panel = 1-10 1/2 / 2-107/8 LE BC Pane! = 4-0 RE BC Panel = 3-11 7/8 Load Case No. I BC Uniform Load ...............37.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load .................806.000 / 414.000 lb/ft Reactions LE: TC @ 0-2 From LE= 17,865.7 Lbs RE: TC @ 0-2 From RE= 17,865.8 Lbs Mm. Shear: 25% 4,466.5 Lbs Load Case No. 1 Part 2., Reactions LE: TC @ 0-2 From LE= 17,865.7 Lbs RE: TC @0-2 From RE= 17,865.8 Lbs Mm. Shear: 25% 4,466.5 Lbs CHORD DESIGN Inertia (in"4) Deft Ratio Chord Shear Check(fv) Bridging, Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC .TC EP BC 62 61 30.323 50000 844.2 1,265.2 360 0 12925 .14705 3 124.7 59.2 325.6 1.633 - 1.628 4 - 0 ANGLE WEB DESIGN W2 W3 W4 WS W6 W7. W8 W9 W10 W11 WI! W10 W9 W8 W7 W6 WS W4 W3 W2 32 22 '35, 42 23 41 13 23 01 23 23 01 23 13 41 23 42 35 22 32 2 2 1 11 1 1 I 11 1 1 11 1 1 1 1 22 13.10 8.30 6.00 5.20 5.70 4.80 4.30 2.70 3.50 2.60 2.60 3.50 2.70 4.30 4.80 5.70 5.20 6.0 8.3 13.0 VI v2 V3 V4 VS VS V4 V3 V2 Vi 10 10 10 10 10 10 10 10 10 10 1.8 1.5 1.5 1.5 1.5 1.5 1.5 1.5. 1.5 1.8 ' ***** END OF DESIGN FOR TJ19**** 07/06/2005 L / Quincy Joist Design Page 1 120 4 10 _j 1 Job No: 4219-05 Sep01 Name: PALOMAR POINTE Mark Joist Base length Depth J20 32LS806/417 41-105/8 32.00 LE TC Panel = 3-0 / 1-1134 8 panels® 2-0 / 2.0 RE TC Panel = 1-11 3/8 / 2-1I 7/8 LE BC Panel = 4-0, RE BC Panel 3-1 1 7/8 Load Case No. 1 PT. at any One TC Panel Point.0,50 Kips nc Uniform Load ...............37.500 lb/ft 0 TC Uniform Load...............806.000 /417.000 lb/ft . . Reactions LE: TC @ 0-2 From LE= 17,996.7 Lbs RE: TC ® 0-2 From RE= 17,996.9 Lbs Mm. Shear: 25% 4,499.2 Lbs Load Case No. I Part 2 Reactions LE: TC @0-2 From LE= 17,996.7 Lbs RE: TC @ 0-2 From RE= 17,996.9 Lbs Mm. Shear: 25% 4,499.2 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL. TL TC BC RowsBC Spac TC BC TC BC T.0 tP- BC 62 61 30.323 50000 869.2 1,265.2 360 0 13114 14894 . 3 125.6 54.1 325.6 1.633 1.628 4 '0 0 ANGLE WEB DESIGN - W2 W3 W4 W5 W6 W7 W8 W9 W1OWli -W11 W1O W9 W8 W7 W6 W5 W4 W3 W2 32 22 - 35 42 23 41 13 23 01 23 23 01 23 13 - 41 23 42 35 22 32 2 2 1 I 1 1.1 1 1 1 1 1 1 1 1 1 1, 1 2 2 13.10 8.50 6:00 5.20- 5.70 4.80 4.30 2.70 3.50 2.70 2.70 3.50 2.70 4.30 4.80 5.70 5.20 6.0 8.5 13.1 VI V2 V3 V4 -V5 - VS V4 V3 -V2 VI - - - 10 10 10 10 10 10 10 10 10 10 - - - - - 1.8 1.5 1.5 1.5 1-.5 1.5 1.5 1.5 1:5 1.8 - - *****END OF DESIGN FOR J20**** 07/06/2005 Quincy Joist Design ( ] Page 1 J21 09:4U28 4.10 Job No: 4219-05 Sep 01 Name: PALOMAR POINTE Mark Joist, Base length Depth J21 32LS998/502 41-101/8 32.00 LE IC Panel= 3-0 / 1-111/8 8 panels® 2-0 / 2-0 RE TC Panel= 1-11 1/8 / 2-117/8 LE BC Panel = 4-0 RE BC Panel =' 3-117/8 - Load Case No. I BC Uniform Load... ............ 37.500 lb/ft PT.at any One TC Panel Point.0.50 Kips TC Uniform Load...............998.000 / 502.000 lb/ft Reactions LE: TC@0-2irOmLE=21,964.2 Lbs RE: IC® 0-2From RE= 21,964.3 Lbs Min. Shear: 25% 5,491.1 Lbs Load Case No. 1 Part Reactions LE: TC®0-2 From LE=21,964.2 Lbs - RE: IC® 0-2From RE= 21,964.3 Lbs Mm. Shear: 25% 5,491.1 Lbs CHORD. DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging , Max. Unbrac (in) Ryy Fillers -TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac ' TC BC TC' BC TC EP BC 63 63 30.269 50000 1,032.0 1,634.5360 0 12944''- 13224 3 125.5 - 70.1 329.4 1.647 1.647 0 9 ANGLE WEB DESIGN W2 W3 W4 - W5 W6 W7 W8 W9 W10 Wil Wil W10 W9 W8 W7 W6 W5 W4W3, W2 35 '23 44 44 34 4G 22 30 10 30 30 10 30, 22 4G 34 44 44 23 . 35 2 2 1 1 1 1 1 1 1 1 1 '1 1 1 1 1 1 1 2 2 13.40 8.90 5.90 5.10 5.90 4.70 5.20 3.80 4.30 3.80 3.80 4.30 3.80 5.20 470 5.90 5.10 5.9 8.9 13.4 VI V2 V3 V4 VS VS V4 V3 V2 Vi 10 10 10 10: 10 10 10 10 10 10 ' 1 1 ,1 11 1 1 1 1,1 2.2 1.8 1.8 ' 1..8 , -1.8 1.8 1.8 1.8 ' 1.8 2.2 END OF DESIGN FOR J21**** 07/06/2005 Quincy Joist Design Page 1 J22 ( I 4 Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth J22 32LS946/480 41-71/8 32.00 LE TC Panel = 2-11 / 1-10 5/8 8p anels © 2-0 / 2-0 RE TC Panel = 1-105/8/ 2-107/8 LE BC Panel = 4-0 RE BC Panel = 3-117/8 Load Case No. 1 BC Uniform Load ...............37.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ................946.000 / 480.000 lb/ft Reactions LE: TC @ 0- 2 From LE= 20,762.8 Lbs RE: TC@ 0-2 From RE= 20,762.9 Lbs Mm. Shear: 25% 5,190.7 Lbs Load Case No. 1 Part 2 Reactions LE: TC @0-2 From LE= 20,762.8 Lbs RE: TC @ 0-2 From RE 20,762.9 Lbs Mm. Shear: 25% 5,190.7 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Ty Require Actual .LL TL TC BC RowsBC Spac TC BC TC BC TC P BC 63 62 30.292 50000 971.6 1,464:0 360 0 12156 15556 3 124.7 87.2 326.6 1.647 1.633 0 . 13 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W8 W9 W10 Wil Wil W10 W9 W8 W7 W6 W5 W4 W3 W2 4D 23 44 44 26 4D 14. 30 10 30 30 10 30 14 4D 26 44 44 23 4D 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 '1 1 1 2 2 15.20 8.30 5.60 4.90 5.60 5.00 4.70 3.60 4.10 3.60 3.60 4.10 3.60 4.70 5.00 5.60 4.90 5.6 8.3 15.2 Vi V2 V3 V4 V5 V5 V4 V3 V2 VI 10 .10 10 10, 10 10 10 10. 10 10 1. 1 1 1 1 1 1 i:,1 1 • 2.1 1.7 1.7 1.7 1.7 1.7 1.7. 1.7 1.7 2.1 ***** END OF DESIGN FOR j**** 07/06/2005 S ( Quincy Joist Design ( Page 1 J25 Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Deth J25 32LS719/378 41-97/8 32.00 LE TC Panel = 3-0 / 1-11 8 panels® 2-0 / 2-0 RE TC Panel = I-Il / 2-117/8 LEBCPanel 4-0 REBC Panel = 3-117/8 Load Case No. 1 BC Uniform Load ............... .37.500 lb/ft - - PT. at any One TC Panel Point.0.50 Kips TC Uniform Load................719:000 / 378.000 lb/ft Reactions LE: TC@0-2 From 'LE 16,165.5 Lbs RE: TC@ 0-2 From RE= I6,165.7 Lbs Min. Shear: 25%'4,041.4 Lbs Load Case No. 1 Part 2 Reactions LE: TC @ 0- 2 From LE=16,165.5 Lbs RE: IC® 0-2 From RE= 16,165.7 Lbs Mm. Shear:' 25% 4,041.4 Lbs - CHORD DESIGN Inertia (inA4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac(in) Ryy Fillers TC BC Eff depth F Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC 9P BC 61 53 30.448 50000 789.5 1,158.6 360 0 12863 14563 . 3 125.4 47.3 .287.9 1.628 1.439 4 .Q 0 ANGLE. WEB DESIGN W2 W3 W4 W5 W6 W7 W8 W9 W10 WI1 Wil W10 W9 W8 W7 W6 W5 W4- \V-3 W2 26 45 34 4G 23 32 10 22 01 22 22 01 22 10 32 23 4G 34 45 26 2 1 I * . 1 ' I ' 1 1 1 1 1 1 " I 1 1 1 1 1 1 1. 2 10.70 4.20 5.90 5.00 5.20 3.90 4.40 2.80 3.20 2.80 2.80 3.20 2.80 4.40 3.90 5.20 5.00 5.9 4.2 10.7 VI V2 V3 V4 V5 V5 V4 V3 V2 Vi 5 10 01 01 01 01 01 01 01 01 10 5 S 1 1 1 1 1 1 1 1 1 1 1.7 1.4 1.4 1.4 1.4 1.4 1.4. 1.4 1.4 1.7' *****ENDOFDESIGNFOR J25**** :0405 Quincy Jo:Design Page 1 J26 4 ioj Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth J26 20LS956/507 12-11 1/8 20.00 LE TC Panel 2-6 / 1-115/8 1 panel @ 2-0 / 2-0 H RE TC Panel = 1-11 5/8 / 2-5 7/8 LE BC Panel 2-6 V RE BC Panel = 2-5 7/8 Load Case No. PT. at any One TC Panel Point.0.50 Kis BC Uniform Load...............37.500 lb/ft TC Uniform Load .......... ..... 956.000 / 507.000 lb/ft a Reactions LE: TC @0-2 From LE= 6,669.6 Lbs RE: TC © 0-2 From RE= 6670.0 Lbs Mm. Shear: 25% 1,667.5 Lbs Load Case No. I Part 2' Reactons LE:, TC @ 0- 2 From LE= 6,669.6 Lbs RE: TC @ 0-2 From RE= 6,670.0 Lbs Mm. Shear: 25% 1,667.5 Lbs V V V V V CHORD DESIGN V V V Inertia (in"4) Defi. Ratio Chord Shear Check(fv) V Bridging V Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL V TC BC Rows BC Spac TC BC TC BC TC EP B.0 4D 20 19.027 50000 31.4 150.4 360 0 9364 . 1929'L-77.5 110.4 205.4 1.226 1.027 VV 0 '0 0 V V ANGLE WEB DESIGN V V V V W2 W3 W4 W4 V W3 W2 VVI V2 Vi B5 30 10. 10 30 ..B5 01 01 V V 01 V• V 1 1 1 •1 IV1_1..V 1 V 1 V V . 2.40 3.20 1.70 1.70 3120 2.40 1.60 1.50 1.60 V V V V V V *****ENDOFDESZGNFOR j26**** V •V - - V V - V VV V •V V 07/06/2005 QutncyJotstDeszgn j Page 1 J27 410 Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth J27 20LS956/507 19-.4 20.00 LE IC Panel = 2-3 I 1-5 3 panels @ 2-.0 / 2-0 RE IC Panel = 1- 5 / 2- 3 LE BC Panel = 2-6 RE BC Panel = 2-6 Load Case No. 1 BC Uniform Load ...............37.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load...............956.000 / 507.000 lb/ft Reactions LE: TC @0-2 From LE= 9,889.7 Lbs RE: TC 0-2 From RE= 9,889.7 Lbs Mm. Shear: 25% 2,472.4 Lbs Load Case No. I Part 2 Reactions LE: TC @ 0-2 From LE= 9,889.7 Lbs RE: TC © 0-2 From RE= 9,889.7 Lbs, Min. Shear: 25% 2,472.4 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC. RowsBC Spac TC BC TC BC TC EP BC 43 4D 18.864 50000 104.0 245.4 360 0 11307 18468 1 116.0 94.3 245.3 1.240 1.226 0 0 ANGLE WEB DESIG. W2 W3 W4 W5 W6 W6 W5 W4 W3 W2 Vi V2 V3 : V2 VI .. - B5 40 22 20 01 01 20 22 40 B5 01 01 01 '01 .01 1 1 1 1 ..1 1 1 11 11 1i 1 1 3.90 4.70 4.70 3.20 2.50 2.50 3.20 4.70 4.70 3.90 1.50 1.60 1.60 1.60 1,50 *****END OF DESIGN FOR J27**** . . . . 07/06/2005 Quincy Joist Design 10__] Page 1 TJ28 09:42:06 4. Job No: 4219-05 Sep 01 Name: PALOMAR POINTE Mark Joist Base length Depth •: - - TJ28 20LS956/507 . 25-3 20.00 LETC Panel = 2-6 / 2-1 1/2 4 panels @ 2-0 / 2-0 RETCPanel = 2-1 1/2/ 2-6 LE BC Panel = 2-6 RE BC Panel = 2-6 Load Case No. 1 BC Uniform Load ...............37.500, lb/ft PT., at any 'One TC Panel Pont.0.50 Kips . TC Uniform Load .................956.000 / 507.000 lb/ft Reactions LE: TC @•0- 2 From LE= 12,836.8 Lbs RE: IC® 0-2 From RE= 12,836.8 Lbs Mm. Shear: 25% 3,209.2 Lbs Load Case No. 1 Part 2 Reactions LE TC @0 2 From LE= 12,836.8 Lbs RE TC @ 0 2 From RE 12 836 8 Lbs Mm Shear 25% 3,2092 Lbs CHORD DESIGN -. Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers . TC BC Eff depth Fy Require: Actual LL TL TC BC RowsBC Spac TC BC TC . BC TC EP BC 53 45 18.691. 50000 . 230.5 368.1 360 0 11369 14339 1 151.5 .95.2 250.0 1.439 1.249 •; 0 .Q 0 ANGLE WEB DESIGN . . • W2 W3 W4 W5 W6 W7 W7 W6 • W5 W4 W3 W2 Vi V2 V3 'V3 V2 VI B9 22 '26 247 01 20 20 01 24; 26 22 B9 01 01 01. 01 .01 01 1 2 1 1 '1 ii 1. 1 1 2 1 1 1 1 1'l 1 4.80 8.50 4.70 3.70 3.30 3.20 3.20 3.30 3.70 4.70 8.50 4.80 180 1.60 1.60 1.60 1.60 1.8 *****ENDOFDESIGNFOR. TJ28****. •. . ., . I 4, -- . • - 07/06/2005 Quincy Joist Design ] Page' 1 j29 4.10 Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth J29 20LS956/507 25-11 20.00 LE TC Panel =' '2-6 / 2-51/2 4 panels® 2- 0 / 2-0 RE TC Panel = 2- 5 1/2 / 2- 6 LE BC Panel = 2-6 , RE BC Panel = 2-6 Load ease No. 1 BC Uniform Load ........ .......37.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load...............956.000 / 507.000 lb/ft Reactions LE: TC @ 0- 2 From LE= 13,169.2 Lbs RE: - IC® 0-2 From RE= 13,169.2 Lbs Min. Shear: 25% 3,292.3 Lbs Load Case No. I Pare 2 • • . Reactions LE: TC@O-2 From LE= 13,169.2 Lbs RE: TC@ 0-2 From RE= 13,169.2 Lbs Mm. Shear: 25% 3,292.3 Lbs CHORD DESIGN . Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC'Spac TC BC TC BC 'TC P BC 53 45 18.691 50000 249.1 368.1 360 0 11906 14972 1 155.5 85.4 . 250.0 1.439 1.249 0 . 0 ANGLE WEB DESIGN. . . W2 W3 W4 W5 W6 W7 W7 W6 W5 W4 W3 ,W2 Vi V2 V3. V3 V2 Vi •' B9 23 :26 24 01 20 20 01 24 26 23 B9 01 • 01 01 01 01 01 1 2 1 1 1 11 1.1 1 2 1 1 1 1.1 1.1 4.90 8.30 4.70 3.70 3.30 3.30 3.30 3.30 3.70 4.70 8.30 4.90 1.90 1.70 1.70 1.70 1.70 1.9 ***** END OFDESiGNFOR J29**** Quincy Joist Design 4 io] Page 1 J30 Job No: 4219-05 Seg 01 Name: PALOMAR POINTE Mark Joist Base length Depth J30 20LS735/389 26-1 3/4 20.00 LE TC Panel = 1-11 / 1- 1 7/8 5 panels @ 2-0 / 2-0 RE TC Panel 1-1 7/8 / I-I 1 LE BC Panel 27 6 RE BC Panel = 2-6 Load Case No. 1 BC Uniform Load ...............37.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ............... 735000.1 389.000 lb/ft Reactions LE: TC @ 0- 2 From LE= 10,442.4 Lbs RE: TC @ 0-2 From RE= 10,442.4 Lbs Mm. Shear: 25% 2,610.6 Lbs Load Case No. I Part Reactions LE: TC@0-2 From LE= 10,442.4 Lbs. RE: TC@ 0-2 From RE= 10,442.4 Lbs Miii. Shear 25% 2,610.6 Lbs CHORD DESIGN ' Inertia (in A4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 45 43 18.830- 50000 200.0 308.0 360 0 11857 13986 . I 156.8 66.7 248.1 1.249 1.240 2 0 0 ANGLE WEB DESIGN . W2 W3 W4 W5 W6 W7 W8 W8 W7 W6 W5 W4 W3 W2 Vi V2. V3 V4. V3 V2 B5 40 26 40 10 10 01 01 10 10 40 26 40. B5 01 01 01 01 01 01 4.30 4.90 4.70 5.00 - 4:20 2.60 2.60 2.60 2.60 4.20 5.00 4.70 4.90 4.30 1.20 1.40 1.40 1.41 1.4 1.4 vi .. . . . . . . 01. .. . , . 1.2 . . . . . . . *****ENDOFDESJGNFOR J3O**** - ... ....... ..,.., - 07/06/2005 Quincy Joist Design Page 1 J31 4 10_j Job No:.429-05 Sea, 02 Name: PALOMAR POINTE. Mark Joist Base length Depth J31 24KS226/99 1.35-103/8 24.00. LE TC, Panel = 2-11 1/4/ 3-0 6 panels @ 2-0 / 2-0 RETC Panel =3-0 / 2-11 1/8. LE BC Panel = 3-11 1/4,-•. RE BC Panel = 3-11 1/8 Load Case No. 1 TC Uniform Load ..............10.000 lb/ft BC Uniform Load .................22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load .............. ..226.000 / 99.000 lb/ft Reactions LE: TC @ 0-2 From LE 5,057.2 Lbs RE:. TC @ 0-2 From RE 5,057.3 • Lbs Mm. Shear: 25% 1,264.3 Lbs Load Case No. 1 Par12 Reactions LE: TC ® 0-2 From LE 5,057.2 Lbs RE: TC © 0-2 From RE 5,057.3 Lbs Min. Shear: 25% i,264.3 Lbs - CHORD DESIGN Inertia (in "4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers - TC BC Eff depth Fy Require Actual LL TL : TC BC. RowsBC Spac TC BC TC BC TC EBC 26 30 23.078 50900 101.2 241.0 240 0 12328 14406 3 107.5 56.7 225.1 :1043 1.125 14 2 0 . ANGLE WEB DESIGN . . • W2 W3 W4 .W5 W6 W7 W8 W9 W9 W8 W7 W6 W5 - W4 W3 W2 Vi V2 V3 v4 BS 40 -13 23 01 13 01 10 10 Oi 13 01 23 j. 113 40 B5 01 - 01 . 01 01 1 1 .'l •1 1 1 1 1 1 1. 1 1 1 1 1 1 :i 1 2.50 3.00 2.50 2.10 1.90 1.20 1:10 1.10 1.10 1.10 1.20 1.90 2.10 2.50 3.00 2.50 0.90 0.7 0.7 0.7 V4 V3 V2 Vi - . •. , •. . . . - . 01 01 01 01 0.7 0.7 0.7 0.9 . . . S. • •- . . *****END OFDESIGNFOR ,J31**** . . . - .5 . • . . 5 ••H . 07/06/2005 III / Quincy Joist Design K 4.10 Page 1 TJ23 Job No: 4219-05 Seq 01 Name: PALOMAR POINTE Mark Joist Base length Depth TJ23 32LS946/480 40-81/2 32.00 LE TC Panel = 3-10 / 2-61/4 7 panels® 2-0 / 2-0 RE TC Panel = 2-61/4/ 3-10 LE BC Panel = 4-0 RE BC Panel = 4-0 Load Case No. 1 BC Uniform Load ................ 37.500 lb/ft p'±: at any One TC Panel Point.0.50 Kips TC Uniform Load ...............946.000 I 480.000 lb/ft Reactions LE: TC @0-2 From LE= 20,315'.2 Lbs RE: TC ® 0-2 From RE= 20,315.2 Lbs Mm. Shear: 25% 5,078.8 Lbs Load Case No. 1 Part - Reactions LE: TC @0-2 From LE= 20,315.2 Lbs RE: TC @ 0-2 From RE= 20,315.2 Lbs Mm. Shear: 25% 5,078.8 Lbs CHORD DESIGN . Inertia (in A4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 63 62 30:292 50000 .911.1 1,464.0 360 0 11763 16073 3 122.1 95.1 326.6 1.647 1.633 0 - 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W8 W9 WIO WIO W9 W8 W7 W6 W5 W4 W3 W2 Y-1 V2 34. 32 43 42 23 32 10 30 . 10 10 30 .10 32 23 42 43 32- 34 10 10 2 2 1 1 1 1 1 1 1 1 1' 1 1 1 1 1 2 2.1 1 13.20 9.10 5.40 5.10 5.50 3.90 4.10 3.50 4.00 4.00 3.50 4.10 3.90 5.50 5.10 5.40 9.10 13.2 2.4 1.7 V3 V4 V5 V4 V3 V2 Vi 10 10 .10 10 10 10 10 . . • 1. •1- 1• 1 1 1 1 . - 1.7 1.7 1.7 1.7 1.7 1.7 2.4 *****END OF DESIGN FOR TJ23**** 07/06/2005 Quincy .Joist Design Page 1 TJ24 / 1 4.10 Job No: 4219-05 Sep 01 Name: PALOMAR POINTE Mark Joist Base length . Depth TJ24 32LS815/421 40-8 1/2 32.00 LE TC Panel = 3-10 / 2-6 1/4 7 panels c 2-0 / 2-0 RE TC Panel = 2-6 1/4/ 3-10 LE BC Panel = 4-0 ' RE BC, Panel = 4-0 Load Case No. ' I BC Uniform Load 37-500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load...............815.000 / 421.000 lb/ft " Reactions LE: TC @ 0- 2 From LE= 17,670.7 Lbs RE: TC@ 0-2 From RE= 17,670.7 'Lbs Mm. Shear: 25% 4,417.7 Lbs Load Case No. 1 Part 2 Reactions LE: TC @ 0- 2 From LE= 17,670.7 Lbs RE: TC @ 0-2 From RE= 17,670.7 Lbs Mm. Shear: 25% 4,417.7 Lbs CHORD DESIGN 'Inertia (in"4) Defi. Ratio' Chord Shear Check(N) Bridging , 'Max. Unbrac (in) ' Ryy 'Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC' TC BC TC EP BC 62 53 ', 30.440 50000 805.4 1,209.0 360 0 , 12603 16769 3 122,1 , 67.4 287.9 1.633 1.439 0 . 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 , W7 W8 W9 W10WlO W9 W8 W7 W6 WS W4 W3 W2 V1 V2 26 24 34 4G 22, 40 01 23 01 01 23 01 40 22 .4G 34 -24 26 10 10, 2 2 1. 1 1 1 1 1 1 1 1' 1 ,1 I. 1 1 2 .2 1 1.' 11.40 7;90 5.80 4.70 5.50 4.30 3.60 2.60 3.50 3.50 2.60 3.60 4.30 5.50. 4.70 5.80 7.90 hA 2.1 1.5 V3 V4 VS V4 V3. V2 VI 10 10 10 10 10 10 -' 10 1.5 1.5 1.5 1.5 1.5 1.5 2.1 *****END OFDES!GNFOR TJ24**** 07/06/2005 / Quincy Joist Design Page 1 TJ32 10 _j 4 Job No: 4219-05 .Seg 02 Name: PALOMAR POINTE V Mark Joist Base length Depth - 1J32 24KS226/99 35-7 1/2 24.00 V V V V LE TC Panel = 2-93/4/ 3-0 6 panels © 2-0 / 2-0 RE TC Panel = 3-0 / 2-93/4 V LE BC Panel = 3-93/4 RE BC Panel = 3-93/4 Load Case No. 1 V TC Uniform Load ................ 10.000 lb/ft- BC Uniform Load...............22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips - TC Uniform Load ................ 226,000 / 99.000 lb/ft V V V Reactions LE: TC@0-2 From LE= 5,027.7 Lbs RE: TC@ 0-2 From RE= 5,027.7 Lbs Mm. Shear: 25% 1,256.9 Lbs - V Load Case No. . I Part Reactions LE: V TC@0-2 From LE= 5,027.7 Lbs , RE: TC@ 0-2FromRE= 5,027.7 Lbs V Mm. Shear: 25% 3,256.9 Lbs CHORD DESIGN' Inertia (in''4) Defl. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL IC BC RowsBCSpac TC BC TC BC TC E BC 26 23 23.134 50000 99.2 239.6 240 •0. 12151 14397 3 106.8 59.0 207.3 1.043 1.036 14 0' 0 V ANGLE WEB DESIGN W2 W3 'W4 W5 W6 W7 W8 W9 W9 WS W7 W6 W5 W4 W3' W2 VI V2 V3 V4 B5 40 13 23 01 13 01 10 '10 01 13 01 23 13 40 B5 01 01 01 01 2.40 3.00 2.50 V 1.80 1.90 1.20 1.10 1.10 1.10 1:10 1.20 1.90 1.80 2.50 3.00 2.40 0.90 0.7 0.7 0.7 .V4 V3 V2 VI V V V 01 0101 01 'V 1 :1 V V •' 0.7' 0.7 0.7' 0.9 . - V V V • ,,. *****ENDOFDESIGNFOR TJ32**** V V V '• 006/2005 Page 1 J33 Quincy Joist Design 4 Jó&No: 4219-05 Sep02 Name: PALOMAR POINTE Mark Joist - Base length Depth '. J33' 24KS216/96 35-10 24.00 LE TC Panel = 2-11 / 3-0 6 panels® 2-0 I 2-.0 RE TC Panel = 3-0 I 2-I1 LE BC Panel 3-11 RE BC Panel = 3-11 Load Case No. 1 BC Uniform Load ................22.500 lb/ft. TC Uniform Load ................10.000 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............216.000 / 96.000 lb/ft Reactions LE: TC @ 0- 2 From LE=4,875.9 Lbs RE: TC@ 0-2 From RE= '4,875.9 ' Lbs Mm. Shear: 25% 1,219.0 Lbs Load Case No. I Part 2 Reactions LE: TC®0-2 From LE= 4,875.9 Lbs RE: IC® 0-2 From RE= 4,875.9 Lbs Min. Shear: 25% 1,219.0 Lbs CHORD DESIGN , Inertia(in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC . BC RowsBC.Spac TC BC , TC BC TC E BC 26 23 23.134 50000 , 98.6. 239.6 240 0 11854 14001 3 107.5 62.5 207.3 1.043 1.036 14 0 0 ANGLE WEB DESIGN W2 W3 W4' W5' W6 W7 W8 W9 W9 W8 'W7 W6 W5 W4 W3 W2 Vi V2 V3 V4 B5 40 13 20 01 13 01 10 10 01 13 01 20 13 40 B5 01 01 01 01 2.40. 2.90 .2.40 2.30 1.90 1.20 1.10 1.10 1.10 110 1.20. 1.90 2.30"2.40 2.90 2.40 0.90 0.7 0.7 0.7 .V4 V3 V2 VI 011 01 01 01 0.7 0.7 .0.7 .0.9 *****ENDOFDESIGNFOR J33**** 07/06/2005 [ , Quincy Joist Design Page 1 TJ34 K 4A 15:40:57 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length Dej,th TJ34 24KS216/96 35-5-1/4 24.00 LE IC Panel = 2-85/8/ 3-0 6 panels © 2-0 / 2-0 RE TC Panel = 3-0 / 2-8 5/8 LE BC Panel = .3-8 5/8' - . RE BC Panel = 3-8 5/8 "Load Case No. I TC Uniform Load ................10.000 lb/ft . BC Uniform Load.' .............22.500 lb/ft at any One TC Panel Point.0.50 Kips TC Uniform Load ...............216.000 / 96.000 lb/ft Reaótions LE: TC®0-2 From LE= 4,829.1 Lbs RE: - TC@0-2FromRE' 4,829.1 Lbs Mm. Shear: 25% 1,207.3 Lbs. Load Case No. 1 Part Reactions LE: TC@0-2PromLE= 4,829.1 Lbs RE: TC@ 0-2FromRE= 4,829.1 . Lbs Mm. She 25% 1,207.3 Lbs CHORD DESIGN - Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy - Fillers TC BC Eff depth ' Fy Require Actual LL U IC BC RowsBC Spac TQ. BC TC BC TC EP BC 26 23 23.134 50000 95.4 . 239.6 240 0 11618 13765 3 106.3 65.4 207.3 1.043,1.036 14 4 0 ANGLE WEB DESIGN ' W2 W3 W4 W5 W6 W7 W8 W9 W9 W8 W7 ..", W6 W5' W4 W3 W2 Vi t'V2 Vi V4 B5 40 13 20 . 01 13.- 01 10 10 .01 13 01 20 - '13 40. B5 .01 01 01 01 1 11 1 1 1 1 1 1 1 11 1 ,1 1 -1 1'lsl 1 .2.30 2.90 2.40. 2.30 1.90 1.20 1.10 1.10 1.10 1.10 1.20 1.90' 2.30 2.40 2.90 2.30 0.90 0.7 0.7 0.7 V4 V3 V2 Vi :oi 01 01 Ol . . . 0.7 0.7 0.7 0.9 . . . . r. . -. *****END OF DESIGN FOR 7J34**** I., 07/06/2005 /' Quincy Joist Design Page 1 J35 10__J 4 Job No 4219-05 Seq 02 Name PALOMAR POINTE Mark Joist Base length Depth 135 24KS216/96 35-9 1/8 24.00 - LETC Panel = 2-105/8/ 3-0 6 panels @ 2-0 / 2-0 RETC Panel = 3-0/ 2-10 1/2 LE-BC Panel = 3-10 5/8 RE BC Panel = 3-101/2 Load Case No. 1 TCUniforTn Load ............... 10.000 lb/ft BC Uniform Load ...............22.500 1157ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load...............216.000 / 96.000 lb/ft - Reactions LE: TC@0-2 From LE 4,867.2 Lbs RE: IC® 0-2 From RE= 4,867.3 Lbs Min. Shear: 25% 1,216.8 Lbs Load Case No. 1 Pare 2 Reactions LE: .. TC®O-2 From LE= 4,867.2 Lbs RE: IC® 0-2 From RE= 4,867.3 Lbs Min. Shear: 25% 1,216.8 Lbs CHORD DESIGN Inertia (in "4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers 'TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC E BC 26 23 23.134 50000 98.0 239.6 240 0 11810 13960 3 107.2 63.0 207.3 1.043 1.036 14 0 0 ANGLE WEB DESIGN -. W2 W3 W4 W5 W6 W7 W8 W9 W9 W8 W7 W6 W5 W4 W3 W2 Vi V2 V3 V4. B5 40 13 20 01 13 01 10 10 01 13 01 20 13. 40 B5 01 01 01 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 2.40 2.90 2.40 2.30 1.90 '1.20 1.10 1.40 1.10 1.10 1.20 1.90 2.30 2.40 2.90 2.40 0.90 0.7 0.7 0.7- V4 V3 V2' Vi . . . . . -. 01 01 01 01 : 1 1 1• •1. .. .. 0.7 0.7 0.7 0.9 *****ENDOFDESIGNFOR J35**** - -. 07/06/2005 15:41:09 ( Quincy Joist Design ti: 4.10 1 Page 1 . TJ36 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length Depth TJ36 24KS216/96 34-91/2 24.00 LE IC Panel = 2-4 3/4 / 3-0 6 panels® 2- 0 / 2-0 . RE TC Panel = 3- 0 / 2- 4 3/4 LE BC Panel= 3-43/4 . RE BC Panel = 3-43/4 Load Case No. PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............10.000 lb/ft BC Uniform Load ................22.500 lb/ft TC Uniform Load ...............216.000 / 96.000 lb/ft Reactions LE: TC @0-2 From LE= 4,752.9 Lbs RE: Load Case No. Reactions LE: TC @0-2 From LE 4,752.9 Lbs RE: Load Case No. TC/BC Axial Load..............0.05 Kips PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............10.000 lb/ft BC Uniform Load ................22.500 lb/ft TC Uniform Load ................120.000 lb/ft Reactions LE: TC @0-2 From LE= 2,324.1 Lbs RE: Load Case No. Reactions LE: IC @0-2 From LE= 2,324.1 Lbs RE: Load Case No TC/BC Axial toad ............... 0.05 Kips PT. at any One TC Panel Point.0.50 Kips - IC Uniform Load ...............10.000 lb/ft BC Uniform Load................22.500 lb/ft TC Uniform Load ...............120.000 lb/ft 1 TC@ 0-2 From RE= 4,752.9 Lbs Mm. Shear: 25% 1,188.2 Lbs 1 Part 2 IC® 0-2 From RE= 4,752.9 Lbs Mm. Shear: .25% 1,188.2 Lbs 6 ,Reduced 25.00 e ,Reduced 25.00 % ,Reduced 25.0.0 It . ,Reduced 25.00 'e ,Reduced 25.00 e TC@ 0-2 From RE= 2,324.1 Lbs Mm. Shear: 25% 581.0 Lbs 6 Part 2 TC@ 0-2 From RE= 2,324.1 Lbs Min. Shea':25% 581.0 Lbs 7 . ,Reduced 25.00 % ,Reduced 25.00 'e ,Reduced 25.00 ,Reduced 25.00 % ,Reduced 25.00 Reactions LE: IC @0-2 From LE= 2,324.1 Lbs RE: TC ® 0-2 From RE 2,324.1 Lbs Mm. Shear: 25% 581.0 Lbs. Load Case No. 7 Part 2 Reactions LE: TC @0-2 From LE= 2,324.1 Lbs RE: TC ® 0-2 From RE= 2,324.1 Lbs Mm: Shear; 25% 5810 Lbs CHORD DESIGN Inertia (in "4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC . BC TC EP BC 24 23 23139 50000 0A4 229.8 240 0 12297 1315 3 1041 57.6 207.3 1.040 1.036 14 0 0 ANGLE WEB DESIGN W2 W3 W4. W5 W6 W7 W8 W9 W9 W8 W7 W6 W5 W4 W3 W2 VI V2 V3 V4 B5 40 13 20 01 13 01 10 10 01 13 01 20 13 40 B5 01 01 01 01 1 1 1 1 1 1 11 1 1•I 1 1. 1 1 .1 1 1 .1 1 2.10 2:90 2.40 2.30 1.90 . 1.20 1.10 1.10 1.10 1.10 1.20 1.90 2.30 2.40 2.90 2.10 0.80 0.7 0.7 0.7 V4 V3 V2 Vi . . . 01 01 01 01. I I I I 0.7 0.7 0.7 0.8 END OF DESIGN FOR TJ36**** 07/06/2005 77 Quincy Joist Design Page 1 J37 1 4 10 Job No: 4219-05 Sea 02 Name: PALOMAR POINTE Mark Joist Base length Depth , J37 24KS216/96 35-10 24.00 LE TC Panel = 2-11 / 3-0 6 panels @ 2-0 / 2-0 RE TC Panel = 3-0 I 2-I1 LE BC Panel= 3-11 RE BC Panel 3-11 ______________________________________________________ Load Case No. 1 PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............10.000 lb/ft BC Uniform Load ..............22.500 lb/ft ' TC Uniform Load ................216.000 / 96.000 lb/ft Reactions LE: TC@0-2 From LE 4,875.9 Lbs RE: IC® 0-2 From RE= 4,875.9 Lbs Min. Shear: 25% 1,219.0 Lbs Load Case No. 1 Part Reactions LE: TC®0-2 From LE= 4,875.9 Lbs RE: TC® 0-2 From RE= 4,875.9 Lbs Mm. Shear: 25% 1,219.0 Lbs CHORD DESIGN Inertia (m^4) Defi. Ratio Chord Shear Check(fv) Bridging 'Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC, RowsBC Spac TC BC -TC BC .TC EP BC 26 23 23.134 50000 98.6 239.6 240 0 11854 ' 14001 3 107.5 62.5 207.3 • 1.043 1.036 14 11 0 ANGLE WEB DESIGN . W2 W3 W4 '.W5 W6 W7 W8 W9 W9 W8. W7 W6 W5 W4 NO W2 Vi V2 V3 V4 B5 40 13 20 01 13 . 01 10 10 01 ' 13 01 20 13 40 B5 01 01 01 01 2.40 2.90 '2.40 2.30 1.90 1.20 '1.10 1.10 1.10 110' 1.20 1.90' 2.30 2.40 2.90 2.40.0.90 0.7 0.7 0.7 V4 V3 V2 Vi 01 01 01 01 • .0.7 0.7 07 0.9 . *****ENDOFDESIGNFOR J37**** rj 07/07/2005 Quincy Joist Design Page 1 TJ38 4 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE - Mark Joist Base length Depth TJ38. 24K5250/1 11 35-87/8 24.00 LETC Panel = 2-10 1/2/ 3-0 6 panels @ 2-0 / 2-0 R.ETCPanel = 3-0 / 2-103/8 LE BC Panel = 3-10 1/2 RE BC Panel = 3-103/8. Load Case No. 1 TC.Uniform Load ...............10.000 lb/ft : BC Uniform Load ................22.500 lb/ft . . PT. at any One TC Panel Point.0.50 Kips TC/BC Axial Load..............0.75 Kips TC Uniform Load .................250.000 / ni.obo lb/ft Reactions LB: TC @0-2 From LE 5,466.6 Lbs RE: TC @ 0-2 From RE= 5:466.8 Lbs Mm. Shear: 25% 1,366.7 Lbs Load Case No. 1 Part 2 Reactions LE: TC @ 0- 2 From LE= 5,466.6 Lbs RE: TC @ 0-2 From RE= 5,466.8 Lbs Mm. Shear: 25% 1,366.7 Lbs CHORD DESIGN. Inertia (in A4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy fille'r's TO BC Eff depth Fy Require Actual LL TL TO BC RowsBC Spac TC BC TC BC TC EP BC 32 40 22.959 50000 109.7 265.5 240 0 12761 13624 3 107.2 53.2 243.8 1.132 1.219 8 0 0 ANGLE WEB DESIGN . -. W2 W3 W4 W5 W6 W7 W8 W9 W9 W8 W7 W6 W5 W4 W3 W2 VI V2 V3 V4 85 40 10 23 01 20 01 . 10 10 01 20 01 23 10 40 B5 01 01.. 01 01 .1 111 11 1 1 1 1. 1 1 1 .1 1 1 1 11. 1 2.70 3.30 3.10 2.20 2.10 1.50 1.20 1.20 1.20 1.20 1.50 2.10 2.20 3.10 3.30 2.70 0.90 0.7 0.7 0.7 V4 V3 V2 V1 . .01 01 01 01 . 1 .1 1 . . 0.7 • 0.7 .0.7 0.9 • .- . *S***ENDOFDESJGNFOR TJ38.** 07/06/2005 15:41:26 Mark J39 Quincy Joist Design. . 1 4.10 Page 1 339 J. Job No: 4219-05 Sep.02 Name: PALOMAR POINTE Joist • Base length Depth • 24K5289/129 35-11 5/8 , 24.00 LE TC Panel = 2-11 7/8/ 3-0 6 panels @ 2-0 / 2-0 RE TC Panel = 3-0 / 2-113/4 LE BC Panel '3-11 7/8 . • ' RE BC Panel = ' 3-113/4 Load Case No. '1 TC Uniform Load ................ 10.000 lb/ft BC Uniform Load ...............22:500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ..................289.000 / 129.000 lb/ft Reactions 'LE: TC@0-2 From LE=6,192.5 Lbs RE: TC@ 0-2 From RE= 6,192:7 Lbs Mm. Shear: 25% 1,548.2 Lbs • Load Case No. 1 Part 2 Reactions LE:. TC @ 0- 2 From LE=6,192.5 Lbs RE: TC @. 0-2 From RE= 6,192.7, Lbs Mm. Shear: 25% 1,548.2 Lbs CHORD DESIGN Inertia (in"4) ' Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC 'BC TC BC TC EP BC 34 32 23.004 50000 126.3 289:6 240 0 ' 12880 14227 3 . 107:9 53.9 226.5 j.1.36 1.132 8 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W8 .W9 W9 W8 W7 W6 W5 W4 W3 W2 Vi V2 V3 V4 B5 42 13 23 01 20 . 01 13 13 01 20 01 23 13 42 B5 01 01 01 01 1 1 •1 1 1 1 1 .1 1 1 1 1 1.1; 1' 1 1 1,1 1 3.10 2.90 3.10 2.20 2.30 1.70 1.40 1.20; 1.20 1.40 1.70 2.30 2.20 3.10 2.90 3.10 1.00 0.8 0.8 0.8 'V4 V3 V2 VI 01' 01 01 01 - 0.8 ' 0.8 0.8 1.0 ***** END OF DESIGN FOR J39**** 07/06/2005 ( Page 1 TJ40 Quincy Joist Design Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length Depth. TJ40 24KS256/1 14 35-9 1/2 24.00 LE TC Panel= 2-10 3/4 / 3-0 6 panels © 2-0 / 2-0 RE TC Panel 3-0 / 2-103/4 LE BC Panel = 3-10 3/4 RE BC Panel = 3-10 3/4 - Load Case No. 1 TC Uniform Load...............10.000 lb/ft BC Uniform Load...............22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...... ........... 256.000 / 114.000 lb/ft - .- Reactions LE: TC @ 0- 2 From LE= 5,580.1 Lbs RE: TC@ 0-2 From RE= 51580.1 Lbs Mm. Shear: 25% 1,395.0 Lbs Load Case No. I Part 2 Reactions LE: TC @ 0- 2 From LE= 5,586.1 Lbs RE: TC@ 0-2 Prom RE= 5,580.1 Lbs Min.Shear: 25% 1,395.0 Lbs CHORD DESIGN Inertia (jnA4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 32 40 22.959 50000 112.5 265.5 240 0 ' 12688 13931 3 107.3 54.5 243.8 1.132 1.219 8 l 0 . .. ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W8 W9 W9 W8 W7 W6 W5 W4 W3 W2 Vi V2 V3 V4 BS 40 10 2.3 01 20 01 10 10 01 20 01 23 10 40 B5 01 01 01 01 1 1 1 1 1 1 1 1• 1 1 1 1 •1 1 1 1 1 1,, 1 1 2.80 3.30 3.20 2.30 2.10 1.50 1.20 1.20 1.20 1.20 1.50 2.10 2.30 3.20 3.30 2.80 1.00 0.7' 0.7 0.7. V4 V3 'V2 Vi .01 01 01 01 • . • 1 1 1 1 ., 0.7 0.7 0.7 1.0 . . . - *****END OF DESIGN FOR TJ4O**** •. • - .,- • - 07/07/2005 ( Quincy Joist Design j Page 1 J41 4.10 Job No: 4219-05 Sea 02 Name: PALOMAR PO11TE Mark Joist Base length Depth J41 24KS243/122 29-93/9 24.00 LE TC Panel= 1-103/4/ 3-0 5 panels @ 2-0 / 2-0 RE TC Panel = 3-0 I 1-105/8 LE BC Panel = 2-103/4 RE BC Panel = 2-10 5/8 Load Case No. I TC Uniform Load ............... .10.000 lb/ft BC Uniform Load .................22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ................ 243.000 / 122.000 lb/ft Reactions LE: TC @ 0- 2 From LE= 4,530.8 Lbs RE: TC@ 0-2 From RE= 4,531.0. Lbs Mm. Shear: 25% 1,132.8 Lbs Load Case No. 1 Part 2 Reactions LE: TC @ 0- 2 From LE= 4,530.8 Lbs RE: TC@ 0-2 From RE= 4,531.0 Lbs Mm. Shear: 25% 1,132.8 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC 8P BC 23 20 23.157 50000 69.1 192.5 240 0 11027 16612 3 89.3 73.3 205.4 1.036 1.027 12 0 0 ANGLE WEB DESIGN ... W2 W3 W4 W5 W6 W7 W8 W8 W7 W6 W5 W4 W3 W2 Vi V2 V3 V4 V3 V2 .B5 40 20 20. 01 10 01 01 10 01 20 20 40 B5 01 01 01 01 01 01 1.80 3.20 2.60 2.00 1.50 1.00 1.00 1.00 1.00 1.50 2:00 2.60 3.20 1.80 0.80 0.70 0.70 0:7' 0.7 0.7 -vi 01 . . . 1. 0.8 . . . . . END. OF DESIGN FOR ,j41**** 07/06/2005 / Quincy Joist Design Page 1 TJ42 xoi 4 10 15-49:27 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE ;Mark Joist Base length Depth TJ42 24KS243/122 23-23/8 24.00 S * LE TC Panel = 2-6 / 1-1 1/4 4 panels® 2-0 / 2-0 RE TC Panel = 1- 1 1/4/ 2-57/8 LE BC Panel = 2-6 'RE BC Panel = 2-5 7/8 Load Case Wo. 1 - TC Uniform Load ...............12.000 lb/ft S BC Uniform Load ...............22.500 lb/ft .4 PT. at any One TC Panel Point..0.50 Kips S TC Uniform Load ............... 243.000 / 122.000 lb/ft . . Reactions LE: TC @0-2 From LE= 3,625.2 Lbs RE: TC ® 0-2 From RE= 3,625.4 Lbs Mm. Shear: 25%, 906.4 Lbs Load Case No. - I Part 2 . S Reactions LE: TC@0-2 From, LE=3,625.2 Lbs RE: TC@0-2 From RE= 3,625.4 Lbs Mm. Shear: 25% 906.4 Lbs CHORD DESIGN Inertia (in"4) Defi Ratio Chord Shear Check(fv) Bridging Max Unbrac (in) Ryy Fillers TC BC Effdëpth Fy Require Actual LL TL. TC BC RowsBC Spac' TC BC. IC BC IC E BC 20 20 23.170 50000 33.4 170.0 240 0 10505 10967 .' 2 92.7 90.6 205.4 1.027 1.027. 0 0 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W7 W6 W5 W4 . W3 .W2 Vi V2: V3 V3 V2 . Vi - B5 20 10 20 01 10 10 01 20 10 20 B5 01 . 01 101 01 01 01 J 1. 1 1 1 1 1 1 .1 '1 1 1 1 1 1. 1. 1. 1 ' 1.30 2.00 2.10 1.50 1.00 0.80 0.80 51.00 1.50 2.10 2.00 1.30 0.60 0.70 0.70 0.70 0.70 0.6 END OF DESIGN FOR TJ42**** S S 5• S S. . , S - S . . . t •S - 07/06/20.05 Quincy Joist Design C ] Page 1 343 4 10 - Job No: 4219-05 Seq 02 Name PALOMAR POINTE Mark * Joist Base length Depth - J43 24KS243/122 17-9 1/4 24.00 LE TC Panel 2-6 / 2-45/8 2 panels® 2-0 / 2-0 RE TC Panel = 2- 4 5/8 / 2- 6 LE BC Panel = 2-6 - RE BC Panel =. 2-6 Load Case No. I TC Uniform Load...............10.000 lb/ft BC Uniform Load ............... 22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............243.000 /.122.000 lb/ft -. Reactions LE: TC @0-2 From LE= 2,838.9 Lbs RE: IC® 0-2 From RE= 2,838.9 Lbs Mm. Shear: 25% 709.7 Lbs Load Case No. I Part Reactions LE: TC @0-2 From LE= 2,838.9 Lbs RE: IC® 0- 2 From RE= 2,838.9 Lbs Mm. Shear: 25% 709:7 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac(in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC -BC TC BC TC E BC 20 20 23.170 50000 15.2 170.0 240 0 7918 8678 1 106.6 92.4 205.4 1.027 1.027 0 d o ANGLE WEB DESIGN W2 W3 W4. W5 ,W5 W4 W3 W2 Vi V2 V2 Vi . 135 30 .10 01 01 10 30 B5 01 01 01 01 1 1 1 1 1 1 •i . 1 1 1 1 1 . .. 1.00 1.70 1.00 0.60 0.60 1.00 1.70 1.00 0.70 0.60 0.60 0.70 END OFDESIGNFOR J43**** 07/06/2005 L Quincy Joist Design ] Page 1 J44 10 Job No: 4219-05 Seg 02 Name: PALOMAR POINTE Mark Joist Base length Depth J44 26KS276/117 41-9 1/2 26.00 LE IC Panel 1-10 3/4 / 3-0 8 panels 2-0 / 2-0 kRETCPanel= 3-0 / 1-103/4 'LE BC Panel = 2-10 3/4 RE BC Panel= -2-10 3/4 Load Case No. 1 TC Uniform-Load .... ........... 12.000 lb/ft BC Uniform Load ..... .......... 22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips V . TC Uniform Load...............276.000 / 117.000 lb/ft Reactions LE: TC @ 0- 2 From LE= 6,919.3 Lbs RE: - TC© 0-2 From RE= 6,9193 Lbs Mm. Shear 25% 1,729.8 Lbs Load Case No. 1 Part V V Reactions LE: . TC @ 0- 2 From LE= 6,919.3 Lbs RE: TC@ 0-2 From RE= 6,919.3 'Lbs Mm. Shear: 25% 1,729.8 - Lbs - - - - CHORD DESIGN - Inertia (in'M) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL - TC BC RowsBC Spac TC' ' BC TC BC TC 'E BC - 4G 4D 24.877 50000 182.9 393.4 240 0 13023 14711 4 100.3 50.3 245.3 1.231 1.226 8 d 0 ANGLE WEB DESIGN' . - ..'... W2 W3 W41 - W5 W6 W7 - W8 W9 W10 Wil Wil W10 W9 W8 W7 W6 W5 W4 W3 W2 .'B5 42 13 40 01 .23 01 20 0,1 - 20 20 01 20 01 23 . 01 40 13 42, B5 2.70 3.50 3.80 3.30 3.30 2.00 2.20 1.60' 1.50 - 1:50 1.50 1.50 1.60 2.20 2.00 3.30 3.30 3.8 3.5 2.7 '-VI V2 V3 V4 V5 VS V4 .V3 V2 VI - V 01 01 01 01 01 - 01 01, 01 ,01 -01 V - '0.9 0.8 0.8 0.8 0.8 0.8 0.8' 0.8 0.8 0.9 - *****ENDOFDESIGNFOR ,j44**** 07/06/2005 Page 1 145. • Job No: 4219-05 , Seq 02 Name: PALOMAR POINTE Mark Joist Base length Depth S TJ45 28KS240/107 41-6 1/4 28.00 LE TC Panel = 1- 9 1/8 / 31-0 8 panels ® 2-0 / 2-0 RE TC Panel 3-0 I 1- 9 1/8 LE BC Panel = 2-9 1/8 RE BC Panel = 2-9 1/8 Load Case No. I - TC Uniform Load ...............12.000 lb/ft . . BC Uniform Load...............22.500 lb/ft - PT. at any One TC Panel Point.0.50 Kips : TC Uniform Load ................240.000 / 107.000 lb/ft Reactions LE: TC @ 0- 2 From LE=.6,137.4 Lbs RE: IC® 0-2 From RE= 6,137.4 Lbs Min.' Shear: 25% 1,534.3 Lbs Load Case No. 1 Part 2 Reactions LE: TC @ 0- 2 From LE= 6,137.4 Lbs RE: IC® 0-2FromRE= 6,137.4. Lbs Mm. Shear: 25% 1,534.3 Lbs CHORD DESIGN Inertia (in "4) Defi: Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy. Require Actual LL TL TC BC RowsBC Spac TC BC IC BC TC BC 34 32 27.004 50000 167.0 398.8 240 0 • 12493 13751 4 99.6 58.3 226.5 1.136 1.132 8 0 .0 ANGLE WEB DESIGN • • S W2 W3 W4 W5 W6 W7 W8 W9 WIO W1I Wil W10 W9 W8 W7 W6 W5 .W4 • W3 W2 B5 42 23- 30 01 23 01 20 • 01 13 13 01 20 01 23 01 30 23 42 B5 .1 1 1 1 .1 •1 1 • 1 1 1 1 1 1• •I 1 .11 1 1 •. 1 1 220 3.00 2.80 -2.80 2.80 1.70 1.90- 1.40 1.30 1.10 1.10 1.30 1.40 1.90 1.70 2.80 2.80 2.8 3.0 2.2. Vi V2 V3 V4 V5 VS V4 V3 V2 Vi • S 01 01 01 01 01 • 01 01 01 01 01 - H •1 1 1 1 111.1 11 . -0.8 0.7 0.7 0.7 0.7 0.7 - 0.7 0.7 0.7 0.8 ***** END OF DESIGN FOR TJ45**** 07/06/2005 Qu ;ostDesikn ucy L 4 10 ] Page 1 TJ46 - Job No: 4219-05 SO 02 Name: PALOMAR POINTE Mark Joist Base length Depth 4 . TJ46 24KS216/96 41-83/8 24.00- LE TC Panel = 1-10 1/4/ 3-0 8 panels® 2-0 / 2-0 RE TC Panel = 3-0 / 1-10 1/8 LE BC Panel = 2-10 1/4 RE BC Panel = 2-10 1/8 4. . Load CaseCase No. 1 TC Uniform Load ...............12.000 lb/ft BC Uniform Load ...............22.500 lb/ft - PT. at any One TC Panel Point.0.50 Kips' TC Unif6rm Load...............216.000 / 96.000' lb/ft Reactions LE: TC@0-2FromLE= 5,664.3 'Lbs RE: TC@ 0-2FromRE= 5,664.4 Lbs Min. Shear: 25%.1,416.1 . Lbs Load Case No. 1 Part Reactions LE: . TC @ 0- 2 From LE= 5,664.3 Lbs RE: TC@ 0-2 From RE= 5,664.4 Lbs Min. Shear: 25% 1;416.1 Lbs CHORD DESIGN Inertia'(in"4) Defi. Rtio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth 'Fy 'Require Actual LL TL TC BC RowsBC Spac TC - BC TC BC TC l i BC 435 41 22.941 50000 155.2 307.1 240 0 12474 . 14232 .4 1.00.0 57.6 244.7 1.140 1.223 8 0 0 -•"' ANGLE WEB DESIGN ' • -• -. W2 W3 W4 W5 W6 W7 W8 W9 WIO Wil Wil WIO W9 W8 W7 W6 W5 W4 W3 •W2 : .B5 42 .20 30 01 20 01 13 01 10 10 01 13, 01 20 01 . 30 20 42, B5 1 1 1 1 1 14 1 1 1 1 1 1 1 1 1 1 1 1 1, 1 :2.30 3.30 3.70 2.80 2.80 2.30 1.90 1.20 1.30 1.30 1.30 1.30 1.20 1.90 2.30 2.80 2.80 , 3.7 3.3 2.3 - Vi V2 • V3 V4 VS V5 V4 V3 V2 Vi . , . • '01 01 01 '01 01 01 01 01 01 01 . • '. :1 1 -1 -1.,1 1 1, 1- 1.1 . .-•• 08' 0.7 0.7 0.7 0.7 0.7 •'07- 0.7 0.7 0.8 • ' - - . ' *****END OF DESIGN FOR TJ46**** - '. • . . . -. .4 • 07/06/2005 ( Quincy Joist Design 4 10 Page 1 TJ47 Job No: 4219-05 Seq 02 Name PALOMAR POINTE Mark Joist Base length Depth 0 TJ47 24KS216/96 41-5 3/8 24.00 LE TC Panel = I- 8 3/4 / 3-0 8 panels® 2-0 / 2-0 RE TC Panel = 3-0' / 1-8 5/8 LE BC Panel = 2- 8 3/4 RE BC Panel = 2- 8 5/8 Load Case No. 1 TC Uniform Load ...............12.000 lb/ft BC Uniform Load ..............22:500 lb/ft PT. at any One TC Panel Point.0.50 Kips. TC Uniform Load ...............216.000 / 96.000 lb/ft Reactions LE: IC @ 0-2 From LE= 5,634.3 Lbs RE: IC ® 0-2 From RE= 5,634.5 Lbs Mm. Shear: 25% 1,408.6 Lbs Load Case No. 1 Part 2 Reactions LE: TC @0-2 From LE= 5,634.3 Lbs RE: , IC® 0-2 From RE= 5,634.5 Lbs Mm. Shear: 25% 1,408.6 Lbs - CHORD DESIGN Inertia (InA4) Defi Ratio Chord Shear Check(fv) Bridging Max Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac IC BC TC ' BC IC EP BC 35 41 22.941 50000 152.5 307.1 240 0 , 12334 ' 14070 4 99.4 59.6 244.7 1.140 1.223 8 0 ANGLE WEB DESIGN W2 W3 W4 W5 •W6 W7 W8 W9 W10 WI1 Wil W10 W9 ' W8 ,W7 W6 W5 W4. W3 W2 B5 42 20 30 01 20 01 13 . 01 1010 '01 13 01 20 01' 30 ' 20 42 B5 2.20 3.30 3.70 2.80 2.80 .2.30 1.90 1.20 1.30 1.30 1.30 1.30 1.20 1.90 2.30 2.80 2.80 3.7' 3.3 2.2 Vi V2 V3 V4 VS V5 V4 V3 V2 Vi ' •' . 0 , 0.1 01 01 01 01 01 01 01'' 01 01 0 10.8 '0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 I *****ENDOFDESIGNFOR TJ47**** 07/07/2005- 13:29:08 Mark J48. Quincy Joist Design .. .: 4.10 Page 1 148. Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Joist - Base length Depth 24KS216/96 41-73/8 24.00 LE TC Panel= 1-93/4 / 3-0 8 panels @ 2-0 / 2-0 RE TC Panel = 3-0 / 1-9 5/8 LE BC Panel = 2- 9 3/4 RE BC Panel = 2- 9 5/8 Load Case No. 1 TC Uniform Load. .............. 16.000 lb/ft BC Uniform Load ...............22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Point Load .................1.50 Kip a 6-10 1/4 ft TC Point Load... ............. 1.50 Kip © 14- 2 1/4 ft TC Point Load .................1.50 Kip @ 21- 6 1/4 ft TC Point Load .................1.50 Kip © 28-10 ft TC Uniform Load ...............216.000 / 96.000 lb/ft Reactions LE: TC @0-2 From LE= 9,166.8 Lbs RE: IC @ 0-2 From RE= 8,307.0 Lbs Mm. Shear: 25% 2,291.7 Lbs Load Case No. 1 Pare 2 Reactions LE: IC @0-2 From LE= 9,166.8 Lbs RE: IC © 0-2 From RE= 8,307.0 Lbs Mm. Shear: 25% 2,291.7 Lbs CHORD DESIGN Inertia (iA4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy '..'Fil1ers TC BC Eff depth Fy Require Actual LL TL.- TC BC RowsBC Spac TC BC TC BC TC EP BC 51 45 22.705 50000 271.1 504.4 240 0 . 12953 14177 4 99.8 554 250.0 1.430 1.249 4 0 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W8 W9 W1O Wil Wil W10 W9 W8 W7 W6 W5 W4 W3 W2 ..B5 45 42 42 23 40 01 20 01 20 20 01 20 01 40 23 42 40 45 B5 3.70 3.80 4.00 2.90 3.50 3.60 3.20 2.10 2.10 2.10 2.10 2.10 2.3,0 2.90 4.10 3.90 3.30 5.4 3.4 3.4 Vi V2 V3 V4 VS V5 V4 V3 V2 Vi 01 10 01 01 01 01 01 01 01 01 . . 1 1 1 1 1 1 1 1 1 1 0.9 1.7 0.8 1.4 0.8 1.1 0.8 0.8 0.8 0.9 *****ENDOFDESIGNFOR 07/07/2005 09:09:35 Mark TJ49 Quincy Joist Design K.. Page 1 TJ49 4.10 I Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Joist Base length Depth 24KS216/96 41-5'1/8 24.00 LE TC Panel = 1-85/8/ 3-0 8 panels @ 2-0 / 2-0 RE TC Panel = 3-0 / 1-8 1/2 LEBC Panel = 2-85/8 REBC Panel = 2-81/2 Load Case No. 1 TC Uniform Load...............12.000 lb/ft BC Uniform Load ................22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips PT. at any One TC Panel Point..0.50 Kips TC Uniform Load...............216.000 / 96.000 lb/ft . Reactions LE: TC @ 0- 2 From LE= 6,113.0 Lbs RE: TC@ 0- 2 From RE 6,113.2 Lbs Min. Shear: 25% 1,528.3 Lbs Load Case No. 1 Part 2 Reactions LE: TC @ 0- 2 From LE=6,113.0 Lbs RE: TC@ 0-2 From RE= 6,113.2 Lbs Min. Shear: 25% 1,528.3 Lbs Load Case No. 2 TC Point Load .................. 1:50 Kip @ 6- 3 5/8 ft TC Point Load .................. 1.50 Kip a 13- 7 5/8 ft TC Point Load .................. 1.50 Kip a 20-11 5/8 ft . TC Point Load .......... . ........ 1.50 Kip @ 28- 3 5/8 ft Reactions LE: TC@0-2 From LE=-3,498.1 Lbs . RE: TC@ 0- 2 From RE= -2,501.9 Lbs Min. Shear: 25% 874.5 Lbs Load Case No. 3 TC.Point Load .................. 1.50 Kip a 6- 3 5/8 ft TC Point Load ................. 1.50 Kip a 13- 7 5/8 ft TC -Point Load ................. 1.50 Kip a 20-11 5/8 ft . . TC ',Point Load .................. 1.50 Kip a 28- 3 5/8 ft Reactions LE: TC @ 0- 2 From LE=3,498.1 Lbs RE: TC@ 0-2 From RE= 2,501.9 Lbs Min. Shear: 25% 874.5 Lbs Load Case No. 6 TC Uniform-Load ............... 12.000 lb/ft ,Reduced 25.00 'e BC Uniform Load...............22.500 lb/ft ,Reduced 25.00 1 PT. at any One TC Panel Point.0.50 Kips ,Reduced 25.00 1 TC Point Ioad ...................150 Kip a 6- 3 5/8 ft ,Reduced 25.00 1 TC Point Load .................1.50 Kip @ 13- 7 5/8 ft ,Reduced 25.00 1 TC Point Load ..... . ........... 1.50 Kip a 20-11 5/8 ft ,Reduced 25.00 1 -. TC Point Load ................. 1.50 Kip a 28- 3 5/8 ft ,Reduced 25.00 1 PT. at any One-TC Panel Point.0.50 Kips ,Reduced. 25.00 1 TC Uniform Load...............120.000 lb/ft . ,Reduced 25.00 1 Reactions LE: TC @0-2 From LE= 5,728.9 Lbs RE: TC @ 0-2 From RE= 4,982.0 Lbs Min. Shear: 25% 1,432.2 Lbs, Load Case No. 6 Part 2 Reactions LE: TC @0-2 From LE= 5,728.9. Lbs RE: IC @ 0-2 From RE 4,982.0 Lbs Min. Shear: 25% 1,432.2 Lbs Load Case No. 7 TC Uniform Load ............... 12.000 lb/ft ,Reduced 25.00 1 BC Uniform Load ............... 22:500 lb/ft ,Reduced 25.00 1 PT. at any One TC Panel Point.0.50 Kips ,Reduced 25.00 % TC Point Load .................. 1.50 Kip a 6- 3 5/8 ft ,Reduced 25.00 1 TC Point Load .................-l.50 Kip a 13- 7 5/8 ft ,Reduced 25.00 1 TC Point Load .................. 1.50 Kip a 20-11 5/8 ft ,Reduced 25.00 1 TC Point Load .................. 1.50 Kip a 28- 3 5/8 ft ,Reduced 25.00 1 PT. at any One TC Panel Point.0.50 Kips ,Reduced 25.00 1 TC Uniform Load...............120.000 lb/ft ,Reduced 25.00 1 Reactions LE: . TC@0-2FromLE -239.9 Lbs RE: TC@ 0-2 From RE= 1,229.1 Lbs 'Min. Shear: 25% 307.3 Lbs 07/07/2005 [ j Page 2 TJ49 Quincy Joist Design 4 10 Job No: 4219-05 Seg02 Name: PALOMAR POINTE Load Case No. '7 Part 2 Reactions LE: TC @ 0- 2 From LE= -239.9 Lbs RE: ,TC@'0-2 From RE= 1,229.1 Lbs Min. Shear: 25% 307.3 Lbs CHORD DESIGN Inertia (in"4) Deft Ratio Chord Shear Check(fv) Bridging Max. Unbrac' (in). Ryy Fillers TC BC Eff depth Fy Require Actual. LL TL TC . BC RowsBC Spac TC BC TC BC .TC EP BC 4G 4D 22.877 50000 231.7 332.9 240 0 12461 14015 4 99.4 60.1 1055 1.231, 1.226 8 0 6 ANGLE WEB DESIGN W2 W3 'W4 W5 W6 W7 .W8 W9 W10 W11 Wil W10 W9' W8 W7 W6 W5 W4 W3 W2 B5 42 23 30 20 23 10.., 20 10 13. 13 10 20 10 30 20 30 20 42 B9 4.20 3.30 3.20 3.10 3.10 2.10 2.20 .1.60 1.40 1.20 1.20 1.40 1.60 2.20 2.70 .3.30 3.1.0 4.1 3.3 2.2 Vi V2 V3 V4 V5 V5' V4 V3 V2 Vi . . 10 01 01 01 .01 01 Ol 01 01 10 . . .1 1 1 1 1 'l'l •l ..1 1 1.2 1.2 .1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.2 . . . . Wrapped End Bars LE: Sec'13 . . *****ENDOF DESIGN FOR TJ49**** ' . . 07/06/2005 Quincy Joist Design 1 4 10 J Page 1 150 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length 'Depth J50 24KS216/96 , 41-83/8 24.00 LETCPanel= 1-101/4/ 3-0 ' 8pane1s 2-0 / 2-0 , RETC Panel = 34 I 1-10 1/8 LE BC Panel = '2-10 1/4 RE BC Panel = 2-10 1/8 Load Case No. TC Uniform Load ............... 12.000'lb/ft BC Uniform Load ............... 22.500 lb/ft' PT. at any One TC Panel Point.0'.50 Kips PT. at any One TC Panel Point.0.25 Kips TC Uniform Load ............... 216.000 / 96.000 lb/ft .' 'Reactions LE: TC@0-2From'LE= 5,9041 Lbs ' RE: TC@ 0-2 From RE= 5,904.3 Lbs Mm. Shear:. 25% 1,476.1 Lbs Load Case No. 1 Part 2 . Reactions LE: TC @ 0- 2 From LE= 5,904.1 Lbs RE: TC® 0-2 From RE= 5,904.3 Lbs Mm. Shear: 25% 1,476.1 Lbs CHORD DESIGN . Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers , TC BC Eff depth, Fy Require" Actual. LL TL IC BC RowsBC Spac TC BC TC BC TC EP BC 4G 34 22.934 50000 1613 326.1 240 0 12047 14228 4 1000 66.1 2273 1.231 1.136 4 0 0 ANGLE WEB DESIGN W2 W3 W4 W5 .W6 ,W7 W8 W9, WIO W11. WI W10 W9 W8 W7 W6 W5 W4 W3' W2 95 42 23 30 01 23 01 13 01 10 10 01 13 01 23 01 30 23 .' 42 B5 '2.40 2.80 3.00 3.00 3.00,, 1.80 '2.00 1.30 1.30 1.30 1.30' 1.30 1.30 2.00 L90 3.00 3.00 3.0 '2.8 2.4 Vi-. V2. V3 V4 V5 V5 V4 V3 V2 Vi , 01 01 01 01 01 01. 01 01, 01 01 1.0 0.8, 0.8 0.8 0.8 0.8 0.8 0.8 0.8' 1.0 - S ***** END QF DESIGN FOR j**** 07/06/2005 ( Quincy Joist Design 4.l_] Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length Depth J51 28KS261/116 41-8 1/8 28.00 LE TC Panel = 1-10 1/8 / 3-0 8 panels © 2-0 / 2-0 RE TC Panel 3-0 / 1-10 LE BC Panel = 2-10 1/8 . RE BC Panel = 2-10 Page 1 J51 Load Case No. 1 TC Uniform Load ...............12.000 lb/ft BC Uniform Load ...............22.500 lb/ft PT at any One TC' Panel •Point.0.50 Kips PT. at any One TC Panel Poi'nt.0.13 Kips TC Uniform Load...............261.000 / 116.000 lb/ft Reactions LE:'TC @0-2 From LE= 6,711.9 Lbs RE: IC® 0-2'FromRE= 6,712.1 Lbs Mm. Shear: 25% 1,678.0 Lbs Load Case No: 1 Part 2 Reactions LE: TC @ 0- 2 From LE=6,711.9 Lbs RE: IC® 0-2 From RE= 6,712.1 Lbs Mm. Shear: 25% 1,678.0 Lbs'' CHORD DESIGN , Inertia (rn"4) Defi Ratio Chord Shear Check(fv) Bridging Max Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC , BC' TC BC TC EP BC 35 41 26.941 50000 183.2 423.3 240 , 0 12673 14443 4 100.0 " 56.0 244.7 1.140 1.223 , 8 0 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7' W8 W9 WIO Wil W1IW10 W9 ' W8 W7 W6 W5 W4 W3 W2 B5 42 23 40 01 23 01 20 01 20 20 01 20 01 23 01 40 23., 42 B5 1 1 1 1 1 1,1 1 1' 1 1 1' 1 1 1 1 1 ,1'l 1. 2.40 3.60 3.20 3.10 3.10 1.90 2.10 1.50 1.40 1.40 1.40 1.40 1.50 2.10 2.00 3.10 3.10 3.2 3.6 2.4 Vi V2 V3 V4 VS V5 V4 V3 V2 Vi 10 01 01 01 01 01 01 01 01 10 '. 0.9 0.8 0.8 0.8 0.8 9.8 0.8 0.8 0.8 0.9 ; END OFDESIGNFOR jgj**** 07/07/2005 Page 1 J52 Quincy Joist Design 1 4.10 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length Depth J52. 28KS261/1 16 41-8 1/8 . 28.00 LETCPane1= 1-101/8/ 3-0 8panels 2-0 / 2-0 RETC Panel = 3-0 / 1-10 LE BC Panel = 2-10 1/8 . . RE BC Panel = 2-10. Load Case No. 1 TC Uniform Load ..................14.000 lb/ft BC Uniform Load ................22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips . . PT. at anyOne TC Panel Point.2.50 Kips . TC Uniform Load ...... .........261.000 / 116.000 lb/ft Reactions LE: TC®0-2 From LE= 9,031.9 Lbs RE: IC® 0-2 From RE= 9,032.7 Lbs Mm. Shear: 25% 2,258.2 Lbs Load Case No. j Part 2 Reactions LE: TC@0-2 From LE= 9,031.9 Lbs RE: TC@ 0-2 From RE= 9,032.7 Lbs Mm. Shear: 25% 2,258.2 Lbs, CHORD DESIGN Inertia (inA4) Defi. Ratio Chord Shear Check(fv) . Bridging Max; Unbraq.(in) Ryy FiIles TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spa-c. TC BC TC . BC TC Ei BC 43 43 26.844 50000 242.5 579.8 240 0. 13592 13529 4 100.0 .. 49.7 248.1. 1.240 1.240 8 0 0 ANGLE WEB DESIGN W2 W3 •W4 W5 W6 W7 W8 W9 W10 Wil WI1 W10 W9 W8 . W7 w6 W5 W4 W3 W2 B5 45 40 42 23 40 01 30. 20 20 20 20 30 .01 40 23 42 40 45 B5 1 1 1 1 1 1 1 1 . 1 1 1 . 1 1 1 •1 1 1 . 1 1 •. :3.30 3.30 5.10 3.00 3.40 3.40 3.30 2.40 2.10 1.90 1.90 2.10 2.40 3.40 3.40 3.40 3.00 5.1 3.3 3.3 Vi V2 V3 V4 VS VS V4 V3 . V2 Vi . . 20 20 20 20 20 20 20 20 20 20 . . . . 1 1 11 1 1 1 1 1 1. . ,,.. 2.6 . 23 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.6 ****I END OFDESIGNFOR j52.**** 07/07/2005 Quincy Joist Design Page 1 TJ53 4.10 Job No: 4219-05 . Sep 02 Name: PALOMAR P011TE Mark Joist Base length Depth TJ53 28KS261/116 41-55/8 .28.00 LE TC Panel = 1-87/8 / 3-0 8 panels @ 2-0 / 2-0 RE TC Panel = 3-0 / 1-83/4 LE BC Panel = 2-87/8 . . RE BC Panel = 2-83/4, Load Case No. 1 TC Uniform Load ................ 14.ÔOO lb/ft BC Uniform Load...............22.500 lb/ft PT. at anyone TC Panel Point.0.50 Kips PT. at any One TC Panel Point.2.50 Kips . . TC Uniform Load.................261.000 / 116.000 lb/ft . Reactions LE: TC @ 0- 2 From LE= 9,007.9 Lbs RE: TC@ 0-2 From RE= 9,008.7 Lbs Min. Shear: 25% 2,252.2 Lbs Load Case No. 1 Part 2 Reactions LE: TC @ 0-2 From LE = 9,007.9 Lbs . RE: IC © 0-2 From RE= 9,008.7 Lbs Mm. Shear: 25% 2,252.2 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) . Bridging Max. Unbrac(in) Ryy . Fillers TC BC Eff depth . Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC 9A BC 43 42 26.852 50000 239.2 546.5 240 0 13482 15090 4 99.5 . 51.7 246.9 1.240 1.234 8 0 0 . ANGLE WEB DESIGN . . •-• - W2 W3 .'W4 W5 W6 W7 W8 W9 W10 Wil Wil WlO W9 W8 W7 W6 W5 W4 W3 W2 -B5 45 40 42 23 40 01, 30 20 20 201 20 30 . 01 40. 23 42 40 45 35 330 380 510 300 340 340 330 2.40.210 190 190 210 240 340 340 340 300 51 38 32 Vi V2 V3 V4 V5 VS V4 V3 V2 Vi . .. 20 20 20 20 20 20 20 20 20 20 . . .1 1 1 F 1 1 11 1 1 2.6 2.3 •2.3 2.3 2.3 2.3 2.3 2.3 2.3 .2.6 .. . ***** END OFDESIGNFOR; TJ53**** 07/07/2005 Quincy Joist Design 4.10 ] Page 1 TJ54 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length Depth TJ54 28KS232/103 . 41-67/8 28.00 LE TC Panel = 1- 9 1/2 / 3-0 8 panels © 2-0 / 2-'0 RE TC Panel = 3-0 /. 1-9 3/8 LE BC Panel= 2- 9 1/2 RE BC Panel = 2- 9 3/8 Load Case No. TC Uniform Load...............12.000 lb/ft BC Uniform Load ...............22.500 lb/ft PT. at anyone TC Panel Point.0.50 Kips - TC Uniform Load ................ 232.000 / 103.000 lb/ft Reactions LE: IC @0-2 From LE= 5,979.2 Lbs RE: TC@ 0-2 From RE= 5,979.3 Lbs Mm. Shear: 25% 1,494.8 Lbs Load Case No. 1 Part 2 Reactions LE: TC @0-2 From LE= 5,979.2 Lbs RE: IC @ 0-2 From RE 5,979.3 Lbs Mm. Shear: 25% 1,494.8 Lbs Load Case No. 2 - PT. at any One TC Panel Point.-1.50 Kips Reactions LE: IC.@ 0-2 From LE' 0.0 Lbs RE: IC @ 0-2 From RE= 0.0 Lbs Mm. Shear:. 25% 0.6 Lbs Load Case No. 2 Part 2 . Reactions-LE: IC(0-2 From LE= 0.0 Lbs RE: TC@ 0-2 From RE= 0.0 Lbs Min. Shear: 25%0.0 Lbs Load Case No. 3 . PT-. at any One IC Panel Point.1.50 Kips . . -. Reactions LE: TC @ 0- 2 From LE= 1,440.9 Lbs RE: IC@ 0-2 From RE= 1,441.3 Lbs Min. Shear: 25% 360.3 Lbs - Load Case No. 3 Part 2 - - - Reactions LE: - IC@0-2FromLE=-1,440.9 Lbs RE: TC@ 0-2 From RE= I,4413 Lbs Mm. Shear: 25% 360.3 Lbs Load Case No. 6 TC.,Uniform Load ............... 12.000 lb/ft . ,Reduced 25.00 % BC Uniform Load ...............22.500 lb/ft - ,Reduced 25.00 t - PT. at any One TC Panel Point.0.50.Kips ,Reduced 25.00 % - PT. at any One TC Panel Point.-1.50 Kips ,Reduced 25.00 ' TC Uniform Load...............129.000 lb/ft ,Reduced 25.00 % Reactions LE: TC @0-2 From LE= 3,972.2 Lbs - RE: IC @ 0-2 From RE 3,972.6 Lbs Mm. Shear: 25% 993.1 - Lbs Load Case No. 6 Part 2 . Reactions LE: TC @ 0- 2 From LE= 3,972.2 Lbs RE: - IC@ 0-2 From RE= 3,972.6 -Lbs Mm. Shear: 25% 993.1 Lbs - - Load Case No. 7 TC Uniform Load...............12.000 lb/ft ,Reduced 25.00 ' BC Unifo -m Load...............22.500 lb/ft ,Reduced 25.00 % PT. at any One TC Panel Point.0.50 Kips ;Reduced 25.00 PT. at any One TC Panel Point.-1.50 Kips - . -. . ,Reduced 25.00 TC Uniform Load...............129.000 lb/ft ,Reduced 25.00 % Reactions LE: . IC @0-2 From LE= 2,531.3 Lbs RE: IC @ 0-2 From RE 2,531.3 - Lbs Min. Shear: 25% 632.8 Lbs Load Case No. 7 Part 2 - Reactions LE: TC @ 0-2 From LE= 2,531.3 Lbs, RE: TC @ 0-2 From RE= 2,531.3 Lbs Mu -Shear: 25% 632.8 Lbs 07/07/2005 ] Page 2 TJ54 . (. .. QuincyJoistDesign ( 4.10 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE • CHORD DESIGN Inertia (iñ"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL. TL TC BC RowsBC Spac . TC BC. TC BC TC EP BC 34 40 26.953 50000 162.6 381.6 240 0 12210 14515 4 . 997 62.2 177.5 1.136 1.219 - 8 0 0 ANGLE WEB DESIGN • • W2 W3 W4 W5 W6 W7 W8 W9 WIO WI I Wi 1 WIO W9 W8 W7. W6 W5 W4 W3 W2 B5 42 20 30 10 23 10 20 10 13 13 10 20 .10 23 10 30 20 42 B5 2.20 3.70 3.70 2.80 2.70 2.00 1.80 1.30 1.20 1.10 1.10 1.20 1.30 1.80 2.00 2.70 2.80 3.7 3.7 2.2 Vi V2 V3 V4 VS V5 V4 V3 V2 Vi • 10 10 10 10 10 10 10 10 10 10 . 1. 1 1 1 1 1. 1 1 1 l• • • 1.3 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 • 1.3 • *****END QF DESIGN FOR TJ54****. . . • 0 07/07/2005 uhcji Joist Design 4.10__J Page 1 J55 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length Depth J55 28KS232/103 41-71/4 28.00 LE IC Panel 1-9 5/8 / 3-0 8 panels @ 2-0 / 2-0 RE TC Panel 3-0 / 1-95A LE BCPanel= 2-95/8 RE BC Panel = 2-9 5/8 Load Case No. TC Uniform Load................14.000 lb/ft BC Uniform Load ............ ...22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ............... 232.000 / 103.000 lb/ft Reactions LE: TC @ 0-2 From LE= 6,024.6 Lbs RE: Load Case No. Reactions LE: TC @ 0-2 From LE= 6,024.6 Lbs RE: Load Case No. TC Point Load .................-1.50 Kip © 6- 3 5/8 ft TC Point Load .................. 1.50 Kip © 13- 75/8 ft TC Point Load ..................-1.50 Kip © 20-11 5/8 ft TC Point Load .................. 1.50 Kip © 28- 3 5/8 ft TC Point Load ................... l 00 Kip © 6-3 5/8 ft TC Point Load ......... . ......... 1.00 Kip © 13- 7 5/8 ft. TC Point Load .................. 1.00 Kip © 20-11 5/8 ft IC® 0-2 From RE= 6,024.6 Lbs Mm. Shear: 25% 1,506.1 Lbs 1 Part 2 TC@ 0-2FromRE= 6,024.6 Lbs Mm. Shear: 25% 1,506.1 Lbs 2 TC Point Loan .................-iou Kip ci 4- .5 /5 it Reactions LE: TC@0-2 From LE=-5,848.1 Lbs RE: IC® 0- 2 From RE= -4,151.9 Lbs Mm. Shear: 25%,1,462.0 Lbs Load Case No. 3 TC, Point Load.................1.50 Kip © 6- 3 5/8 ft TC Point Load .................1.50 Kip © 13- T5/8 ft TC Point Load ..................1.50 Kip @ 20-11 5/8 ft TC Point Load .................1.50 Kip © 28- 3 5/8 ft TC Point Load.................1.00 Kip © 6- 3 5/8 ft TC Point Load ................. 1,00 Kip © 13- 7 5/8 ft TC Point Load .................1.00 Kip © 20-11 5/8 ft TC Point Load .................1.00 Kip a 28- 3 5/8 ft Reactions LE: IC @0-2 From LE= 5,848.1 Lbs RE: C® 0-2 From RE= 4,151.9 Lbs Mm. Shear. 25% 1,462.0 Lbs Load Case No. . 6 TC Uniform Load...............14.000 lb/ft ,Reduced 25.00 9' BC Uniform Load ................22.500 lb/ft ,Reduced 25.00 9' PT. at any One TC Panel Point.0.50 Kips ,Reduced 25.00 9' TC Point Load .................1.50 Kip a 6- 3 5/8 ft ,Reduced 25.00 9' TC Point Load .................1.50 Kip © 13- 7 5/8 ft ,Reduced 25.00 TC Point Load .................1.5 Kip a 20-11 5/8 ft ,Reduced 25.00 9' TC Point Load .................1.50 Kip a 28- 3 5/8 ft ,Reduced 25.00 'e TC Point Load .................1.00 Kip a 6- 3 5/8 ft ,Reduced 25.00 9' TC Point Load .................1.00 Kip a 13- 7 5/8 ft ,Reduced 25.00 9' TC Point Load .................1.00 Kip a 20-11 5/8 ft ,Reduced 25.00 9' TC Point Load ..................1.00 Kip © 28- 3 5/8 ft ,Reduced 25.00 9' TC Uniform Load.................129.000 lb/ft ,Reduced 25.00 9' Reactions LE: TC @0-2 From LE= 7,310.4 Lbs RE: C® 0-2 From RE=, 6,038.3 Lbs Mm. Shear: 25% 1,827.6 Lbs Load Case No. 6 Part 2 Reactions LE: TC@0-2FrOmLE= 7,310.4 Lbs RE: TI ® 0-2 From RE= 6,038.3 Lbs Mm. Shear: 25% 1,827.6 Lbs 07/07/2005 1 ( Quincy Joist Design 1 4 10 j Page 2 J55 14:50:12 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Load Case No. 7 TC Uniform Load ............... 14.000 lb/ft ,Reduced 25.00 'e BC Uniform Load...............22.500 lb/ft ,Reduced 25.00 PT. at any One TC Panel Point.0.50 Kips ,Reduced 25.00 % TC Point Load .................. 1.50 Kip ® 6- 3 5/8 ft ,Reduced 25.00 % TC Point Load .................-1.50 Kip @ 13- 7 5/8 ft ,Reduced 25.00 % TC Point Load .................. 1.50 Kip a 20-11 5/8 ft ,Reduced 25.00 % TC Point Load .................. 1.50 Kip ® 28- 3 5/8 ft ,Reduced 25.00 % TC Point Load .................. 1.00 Kip @ 6- 3 5/8 ft ,Reduced 25.00 % TC Point. Load .................. 1.00 Kip @ 13- 7 5/8 ft ,Reduced 25.00 % TC Point Load .................. i.00Kip @ 20-11 5/8 ft ,Reduced 25.00 e TC Point Load .................. 1.00 Kip @ 28- 35/8 ft ,Reduced 25.00 & TC Uniform Load ...............129.000 lb/ft ,Reduced 25.00 % Reactions LE: TC@0.2FromLE=.1,821.9 Lbs RE: TC@ 0-2 From RE= -549.8 Lbs Mm. Shear: 25% 455.5 Lbs Load Case No. 7 Part 2 Reactions LE: TC(0.2 From LE=-1,821.9 Lbs RE: IC® 0-2 From RE= -549.8 Lbs Mm. Shear: 25% 455.5 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL 11 TC BC. RowsBC Spac 'TC BC TC BC. TC E BC 42 43 26.852 50000 304.2 546.5 240 0 12636 11358 4 99.8 61.8 103.4 1.234 1.240 . 8 d 6 ANGLE WEB DESIGN .. . . -. W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 Wi 1 WIO W9 W8 W7 W6 W5 W4 W3 W2 B6 45 40 40 30 30 20 20 13 20 20 20 20 20 40 30 40 30 42 B5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i i1 1 .470 3.30 4.40 3.20 3.00 2.80 2.10 1.50 1.30 1.50 1.50 1.50 1.70 2.30 3.20 3.50 3.60 3.8 2.7 3.9 Vi V2 V3 V4 V5 V5 V4 V3 V2 Vi . :01 10 01 01 01 01 01 01 01 01 0.8 1.3 0.7 1.0 0.7 0.7 0.8 0.7 0.7 0.8 . . Wrapped End Bars LE: Sec 23 RE: Sec 13 ***** END OF DESIGN FOR j**** 07/07/2005 O7:6:48 1111 ( Quincy Joist Design •. .4.10] Page 1 156 . Job No: 4219-05 SeQ 02. Name: PALOMAR POINTE Mark Joist Base length Depth J56 28KS232/163 41-73/4 28.00 LE TC Panel= 1-9 7/8 / 3-0 8 panels @ 2-0 / 2-0 RE TC Panel = 3-0 I 1- 9 7/8 LE BC Panel = 2- 9 7/8 . RE BC Panel = 2- 9 7/8 Load Case No. TC Uniform Load...............12.000 lb/ft BC Uniform Load...............22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............232.000-! 103.000 lb/ft Reactions LE: TC @0-2 From LE= 5,988.6 Lbs RE: Load Case No. - Reactions LE: TC @0-2 From LE 5,988.6 Lbs RE: Load Case No. TC Point Load .................. l00 Kip @ 6- 35/8 ft -TC Point Load .................. 1.00 Kip @ 13- 7 5/8 ft TC Point Load ................. -l00 Kip @ 20-11 5/8 ft TC Point Load .................-1.00 Kip a 28- 3 5/8 ft Reactions LE: TC @ 0-2 From LE= -2,340.9 Lbs RE: Load Case No. TC Point Load.................1.00 Kip @ 6- 35/8 ft TC Point Load.................1.00 Kip @ 13- 7 5/8 ft .TC Point Load .................1.00 Kip @ 20-11 5/8 ft TC Point Load .................1.00 Kip @ 28- 3 5/8 ft Reactions LE: - TC @0-2 From LE= 2,340.9 Lbs RE: Load Case No. TC Uniform Load ...............12.000 lb/ft BC Uniform Load ............... 22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Point Load .................1.00 Kip @ 6- 3 5/8 ft TC Point Load ..................1.00 Kip a 13- 7 5/8 ft TC Point Load ..................1.00 Kip @ 20-11 5/8 ft TC Point Load..................1.00 Kip @ 28- 3 5/8 ft TC Uniform Load...............129.000 lb/ft Reactions LE: TC @0-2 From LE= 4,651.4 Lbs RE: - Load Case No. 1 TC@ 0-2 From RE= 5,988.6 Lbs Min. Shear: 25% 1,497.1 Lbs 1 Part TC @ 0-2 From RE= 5,988.6 Lbs Mm. Shear: 25% 1,497.1 Lbs 2 .4 TC@ 0-2 From RE= -1,659i Lbs . Mm. Shear: 25% 585.2 Lbs 3 TC @ 0-2 From RE= 1,659.1 Lbs Mm. Shear: 25% 585.2 Lbs - 6 ,Reduced 25.00 'r - ,Reduced 25.00 %- ' ,Reduced 25.00 W - - ,Reduced 25.00 ,Reduced. 25.00 % - ,Reduced 25.00 '& ,Reduced 25.00 ,Reduced 25.00 -- rc@ 0-2 From RE= 4,140.1 Lbs Min. Shear: -25% 1,162.9 Lbs Reactions LE: TC @0-2 Frdm LE 4,651.4 Lbs RE: Case No. Load TC Uniform Load ...............12.000 lb/ft BC Uniform Load...............22.500 lb/ft PT. at any One TC Panel Point.0.50Kips TC Point Load .................. 1.00 Kip a 6- 3 5/8 ft TC Point Load .................. 1.00 Kip a 13- 7 -5/8 ft TC Point Load .................. 1.00 Kip a 20-11 5/8 ft TC Point Load .................-1.00 Kip a 28- 3 5/8 ft TC Uniform Load ....... . ........ 129.000 lb/ft Reactions LE:- TC @0-2 From LE= 1,140.1 Lbs RE: TC @ 0-2 From RE= 4,140.1 -. .Lbs Mm. Shear: 25% 1,162.9 Lbs 7 Reduced 25.00 % ,Reduced 25.00 % ,Reduced 25.00 %- ,Reduced 25.00 r ,Reduced 25.00 % ,Reduced 25.00 % ,Reduced 25.00 ' ,Reduced 25.00 % TC @ 0-2 From RE 1,651.4 Lbs Mm. Shear: 25% 412.9 Lbs 05 3 Page 2 J56 Quincy Joist:Design 4.10 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE -. Load Case No. 7 Part 2 Reactions LE: TC@0-2 From LE" 1,140.1 Lbs RE: TC@ 0-2 From, RE= 1,651.4 Lbs Mm. Shear: 25% 412.9 Lbs CHORD DESIGN Inertia (in A4) Dcfl. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth • Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC IC EP BC 34 40 26.953 50000 190.5 381.6 .240 0 12249. 14563 4 99.91 61.6 134.4 1.136 1.219 8 0 4 ANGLE WEB DESIGN . W2 W3 W4 W5 W6 W7 W8 W9 W10 Wil Wil W10 W9 W8 W7 W6 W5 W4 W3 W2 B9 42 20 30 10 23 10 20 01 13 13 01 20 10 23 20 30 20 .42 B6 1 1 1 1 1 1 1 1 1 1 1•• 1 1 1 •1 1 1 1 1 1 2.00 3.70 3.70 2.80 2.70 2.00 1.80 1.30 1.20 1.10 1.10 1.20 1.30 1.80 2.00 2.70 2.80 3.7 3.7 2.1, VI V2 V3 V4 VS V5 V4 V3 V2 Vi . 01 01 01 01 01 01 01 01 01 01 1 1 1 11 1 1 1 1 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 •. *****END OF DESIGN FOR j56**** • . • 07/07/2005 Quincy Joist Design ( j Page 1 TJ57 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length Depth . TJ57 28KS232/103 41-6 1/8 - 28.00 . LE TC Panel = I - 9 1/8/ 3-0 8 panels @ 2- 0 / 2-0 RE TC Panel.= 3-0 / 1-9 LE BC Panel = 2-9 1/8 RE BC Panel 2- 9 - Load Case No. TC Uniform Load ...............12.000 lb/ft . S BC Uniform Load ................ 22.500th/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............232.000 / 103.000 lb/ft Reactions LE: JC@0-2 From LE= 5,971.2 Lbs' RE: TC@ 0-2 From RE= 5,971:4 Lbs Min.Shear:' 25% 1,492.8 .Lbs Load Case No. 1 Part 2 A. Reactions LE: . TC @ 0- 2 From LE=5,971.2 Lbs. RE: TC@ 0-2 From RE 5,971.4 Lbs Mm. Shear: 25% 1,492.8 Lbs CHORD DESIGN . * . Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Atua1 LL •TL TC BC' RowsBC Spac TC BC TC BC TC EP. BC 34 40 26.953 50000 . 161.9 381.6 240 0, 12176 14474' 4 99.6 62.7 243.8 1.136 1.219 8 1 0 ANGLE WEB DESIGN ' S •.. W2 W3 w4 W5 W6 'W7 W8 W9 W10 W11 Wil WIO W9 W8 W7 W6 W5 W4 W3 W2 ,B5 42 20 30 01 :23 .01 20 01 13' 13 01 20 01 23' '01 '30 20 42.,B5 12. 10 3.70 3.70 2.80 2.80 2.00 1.80 1.30 1.20 1.10 1.10 1.20 1.30 1.80 2.00 2.80 2.80 3.7 3.7. 2.1 V1 V2 'V3 V4 V5 V5'. V4 V3 V2 Vi . 01 01 01, 01 01 01 '01 .01 01 .1. 1'•i I I 1 i 1 1. 1 . 0.8 0.7 0.7 0.7. 0.7 0.7 0.7 0.7 0.7 0.8 1. P. *****END OFDESIGNFOR TJ57**** 07:17:01 ( . Quincy Joist Design J .4.10 Page 1 J58 07/07/2005'. Job No: 4219-05 Seq 02 Name: PALOMAR POINTE. Mark Joist Base length Depth J58 28KS232/103 41-77/8 28.00 LE TC Panel = 1-10 I 3-0 8 panels @ 2-0 / 2-0 RE IC Panel = 3- 0 / I 9 7/8 LE BC Panel = 2-10 . RE BC Panel = 2- 9 7/8 Load Case No. 1 TC Uniform Load...............12.000 lb/ft BC Uniform Load ...............22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load...............232.000 / 103.000 lb/ft Reactions LE: TC @0-2 From LE 5,989.9 Lbs RE: IC @ 0-2 From RE 5,990.0 Lbs Mm. Shear: 25% 1,497.5 Lb Load Case No. I Part 2 .. -. Reactions LE: IC@0-2 From LE= 5,989.9 Lbs RE: . TC@ 0-2FromRE= 5,990.0 Lbs Mm. Shear: 25% 1,497.5 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging ' Max. Unbrac (in) Ryy Fillers TC BCEffdepth Fy Require Actual LL .TL TC BC RowsBCSpac TC BC TC BC TC EP BC ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W8 'W9 WIO Wil Wil W1O W9 W8 W7 W6 W5 W4 W3 W2 B5 42 20 30 0.1. 23, 01 20 01 13 13 01 . 20: 0.1 23 01 30 20 42 B5 1 1 1 1 1 1 1 '1 '1 1 1 1 1 1.1 ,1 1 1'!l 1 2.20 3.70 3.70 2.80 2.70 2.00 1.80 1.30 1.20 1.10 1.10 1.20 1.30 1.80 2.00 2.80 2.80 3.7 3.7 2.2 Vi V2 V3 V4 V5 V5 V4 V3 V2 VI ' 01 01 01 01 01 01 01 01 01 01 .1 1 1 1 1 1 1 1 1 1 '0.8 0.7 0.7 0.7 0.7 0.7 - 0.7 0.7 0.7 0.8 *****ENDQFDESJGNFQR J58**** 07/07/2005 1 Quincy Joist De' sign Page 1 TJ59 4 o_] 071714 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length Depth TJ59 28KS247/110 41-47/8 28.00 LE TC Panel = 1-8 1/2 / 3-0 8 panels @ 2-0 / 2-0 RE TC Panel = 3-0 I 1-8 3/8 LE BC Panel = 2- 8 1/2 RE BC Panel = 2-8 3/8 Load Case No. 1 TC Uniform Load ...............12.000 lb/ft - BC Uniform Load ...............22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips T.0 Uniform Load ................247:000 / 110.000 lb/ft Reactions LE: TC @0-2 From LE= 6,266.0 Lbs RE: TC .@. 0-2 From RE= 6,266.1 Lbs Mm. Shear: 25% 1,566.5 Lbs Load Case No. 1 fart Reactions LE: TC @ 0-2 From LE= 6,266.0 Lbs RE: IC @ 0-'2 From RE' 6,266.1 Lbs Mm. Shear: 25% 1,566.5 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL .TL TC ' BC RowsBC Spac TC BC TC ' BC IC EP BC 34 32 .27.004 50000 ' 169.3 398.8 240 0 . 12719 14000 4 99.3 55.2 226.5 1.136 1.132 8 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W8 W9 WIO Wil Wil WIO W9 W8' W7 'W6 W5 'W4 W3 W2 B5 42 23 '30 01 23 01 20 ' 0.1 20 20 01 20 01 23 01 30 23 42 ' B5 2.20 3.10 2.90 2.90 2.90 1.80 - 1.90 1.40 1.30 1.30 1.30 1.30 1.40 1.90 1.80 2.90 2.90 2:9 3.1 '2.2 Vi V2 V3 V4 V5 V5 V4 V3 V2 Vi - - - - 01 01 01' 01 01 01 01 01 .01 01 ' 1 . .0.8 0.7 '0.7 0.7 - 0.7 0.7 0.7 0.7 0.7 0.8 . -. . *****END OF DESIGN FOR TJ59**** 07/07/2005 ( QUflY JozstDesign j Page 1 J60 . 4 10 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length. Depth J60 28KS275/117 41-7 1/8 28.00 LE TC Panel = 1- 9 5/8/ 3- 0 8 panels © 2- 0 / 2-0 RE TC Pane! = 3- 0 / . 1- 9 1/2 LE BC Panel = 2-95/8 RE BC Panel = 2-91/2 Load Case No. 1 TC Uniform Load ...............12.000 lb/ft BC Uniform Load... ..............22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ................ 275.000 t 117.000 lb/ft . ,. Reactions LE: TC®0-2 From LE= 6,869.0 Lbs RE: TC@ 0-2 From RE= 6,869.1 Lbs .. Mm. Shear: 25% 1,717.3 Lbs. Load Case No. 1 Part 2 Reactions LE: TC@0-2FromLE= 6,869.0 Lbs RE: TC @ 0- 2 From RE= 6,869.1 Lbs Min.Shear: 25% 1,717.3 Lbs CHORD DESIGN . Inertia (in"4) Defi. Ratio ChordShear Check(fv) Bndging. Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 35 41 26.941 50000 •180.4 423.3 240 0 12917 14740 4 99.8 52.3 244.7 1.140 1.223 8 d. o ANGLE WEB DESIGN . W2 W3 W4 W5 W6 W7. W8 W9 WIO .W11 WI W10 W9 W8 W7 W6 W5 W4' W3 W2 B5 42 23 40 .01 23 01 20 01 20 20 01 .20 01 23 01 40 23 42 BS 1 1 1 1 1 1 1 1 11 1 1 1•1 1 1. 1 1.1 1.' .2.50 3.70 3.20 3.20 3.10 2.00 2.10 1.50 1.40 1.40 1.40 1.40 1.50 2.10 2.00 3,10 3.20 3.2 3.7 2.5 V1 V2. V3 V4, V5 VS' V4 V3 V2 V1 10 01 01 01 01 01 01 01 01 10 '1 1.1 1 1• 1l 1. 1 1 . .,, 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 . . ***** END OF DESIGN FOR J60**** 07/07/2005 Quincy Joist Design Page 1 J61 07-28:57 410 Job No: 4219-05 Sep 02 Name : PALOMAR POINTE Mark Joist Base length Depth - - J61 - 18KS257/129 6-43/8 18.00' LE TC Panel = 1- 2 1/4 / 2-0, 0 RE TC Panel,= 2-0 / I - 2 1/8 LE BC Panel = 2-2 1/4 RE BC Panel = 2-2 1/8 Load Case No. 1 TC Uniform Load ...............6.000 lb/ft BC Uniform Load ........ .......22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load...............257.000 / 129.000 lb/ft Reactions LE: .. TCc0-2 From LE= 1,280.1 Lbs RE: ,TC@ 0-2 From RE= 1,280.9 Lbs Mm. Shear: 25% 320.2 Lbs Load Case Na. 1 Part 2 , Reactions LE: TC @ 0- 2 From LE= 1;280.1 Lbs RE: TC@ 0-2 From RE= 1,280.9 Lbs Min. Shear: 25% 3202 Lbs CHORD DESIGN - Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require "Actual LL TL TC BC RowsBC'Spac -, TC BC TC. BC TC BC 10 01 17.357 50000 0.8 69.5 240 0 4211 7430 1 38.1 64.4 123.9 0.716 0.619 '2 0' 0 OPTIMIZED ROUND BAR WEB DESIGN End Bar LE End Web' Size End Web V's LE 'End Web V's RE C Web Size Ctr Web V's End Bar RE 1/2 "RD 1/2 "RD I I 1/2 "RD 0 1/2'RD 4 END OF DESIGN FOR J61****' 07/07/2005 ( Quincy Joist Design L 4 10j Page 1 J62 - Job No: 419-05 Sep 02 Name PALOMAR POTE Mark Joist Base length Depth J62 '18KS257/129 12-9 5/8 18.00 LE TC Panel = 1-47/8 / 2-0 . 3 panels @ 1-0 1 14 RE TC Panel = 2- 0 I 1-4 3/4 LE BC Panel = 2—C 7/8 RE BC Panel = 2 4 3/4 Load Case No. I - TC Uniform Load ...............9.000 lb/ft BC Uniform Load ................22.500 lb/ft .. PT. at any One TC Panel Point.0.50 KIPS TC Uniform Load ................257.000 / 129.000 lb/ft Reactions LE: TC @ 0- 2 From LE=2,252.7 Lbs RE: IC® 0-2 From RE= 2,253.1 Lbs Mm. Shear: 25% 563.3 Lbs Load Case No. 1 Parr 2 Reactions LE: TC@0-2FromLE= 2,252.7 Lbs .- RE: TC@ 0-2 From RE= 2,253.1 Lbs. Mm. Shear: 25% 563.3 Lbs CHORD DESIGN Inertia (jnA4) Defi. Ratio Chord-Shear Check(fv) Bridging Max. Unbrac (in), Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC. BC Ro'.,sBC Spac . TC BC TC BC .TC E'J' BC 10 01 17.357 50000 6.1 69.5 240 0 7912 12334 I 76.8 ' 64.4 123.9 0.716 0.619 5 0' 0 - OPTIMIZED ROUND BAR WEB DESIGN End Bar LE. , End Web Size End Web V's LE End Web V's RE Ctr Web Size Ctr Web V's End Bar RE 1/2 "RD 9/16 "RI) 1 ' 1 -1/2 "RD' ' 3 - - 1/2 "RD *****EAD.OF DESIGN FOR J62**** S - . I , - - I L r -- r 07/07/2005 ( L Quincy Joist Design (. 4•10J Page 1 163 07:29:04 Job No: 4219-05 Sep 02 Name: PALOMAR POINTE Mark Joist Base length Depth J63 18KS257-129 19- 2 3/4 18.00 LE IC Panel = 1- 7 3/8 / 2-0 6 panels @ 1-0 / I - 0 RE TC Panel = 2-0 / 1-73/8 LE BC Panel = 2- 7 3/8 RE BC Panel = 2-7 3/8 Load Case No. 1 TC Uniform Load...............9.000 lb/ft - BC Uniform Load— ............ 22.500 lb/ft PT. at any One TC Panel Point.0.50 K1PS TC Uniform Load...............257.000 lb/ft Reactions LE: TC @ 0- 2 From LE=3,191.2 Lbs RE: TC @ 0-2 From RE= 3,191.2 Lbs Mm. Shear: 25% 797.8 Lbs Load Case No. 1 Part 2, Reactions LE: TC @ 0- 2 From LE= 3,191.2 Lbs RE: TC@ 0-2 From RE=3,191.2 Lbs Mm. Shear: 25% 797.8 Lbs CHORD DESIGN Inertia (inA4) Defl. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LLTL TC BC RowsBC Spàc TC BC TC BC .TC E BC 10 01 i7.357 50000 19.9 69.5 240 0 11597 17477 2 76.9 55.4 123.9 0.716 0.619 8 0 0 OPTIMIZED ROUND BAR WEB DESIGN . End Bar LE . End Web Size End Web V's LE End Web V's RE Ctr Web Size Ctr Web V's End Bar RE 9116 "RD . 5/8 "RD 2 2 9/16 "RD 4 9/16 "RZ) *****END OF DESIGN FOR J63**** rj 07/07/2005 Quincy Joist Design Page 1 TJ64 4 10j 07:32:20 . Job No: 4219-05 Seq 02 Name: PALOMAR POJ.NTE Mark Joist Base length Depth TJ64 18KS257/129 25-77/8 1800 LE TC Panel= 0-10 / 2-0 10 j,anels @ 1-0 / 1-0 RE TC Panel = 2-0 / 0- 9 7/8 LE BC Panel =' 1-10 RE BC Panel = 1-97/8 Load Case No. 1 TC Uniform Load...............9.000 lb/ft BC Uniform Load ...............22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............257.000 / 129.000 lb/ft Reactions LE: TC @ 0- 2 From LE= 4,143.4 Lbs RE: TC@ 0-2 From RE= 4,143.6 Lbs Mm. Shear: 25%.1,035.9 Lbs Load Case No. 1 Part 2 Reactions LE: TC @ 0- 2 From LE=4,143.4 Lbs RE: TC@ 0-2 From RE= 4,143.6 Lbs Mm. Shear: 25% 1,035.9 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers -TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac . .TC BC TC BC TC E BC 23 14 17.211 50000 46.5 106.1 240 0 11160 14879 2 102.6 54.9 144.1 0:820 0.720 4 0 0 OPTIMIZED ROUND BAR WEB DESIGN . . •. End Bar LE End Web Size End Web V's LE End Web V's RE Ctr Web Size Ctr Web V's End Bar RE 9/16 "RD 11/16 "RD 3 3 9/16 "RD 6 9/16 "R1 ****I.ENDOF DESIGN FOR TJ64**** 07/07/2005 ( Quincy Joist Design j Page 1 J65 4 10 Job No: 4219-05 Seq 02 Name PALOMAR POINTE .t . Mark Joist Base length . Depth J65 18KS257/129 25-10 . 18.00 LE TC Panel = 0-11 / 2-0 10 panels @ 1-0 / 1-0 - RE TC Panel = 2-0 / 0-I1 LE BC Panel = 1-11 RE BC Pahel = I-Il - Load Case No. I TC Uniform Load ...............9.000 lb/ft BC Uniform Load ...............22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............257.000 / 129.000 lb/ft Reactions LE: TC@0-2FromLE= 4,167.4 Lbs RE: TC@ 0-2 From RE= 4,167.4 Lbs Mm. Shear: 25% 1,041.9 Lbs Load Case No. I Part 2 - Reactions LE: TC@0-2 From LE'= 4,167.4 Lbs RE: TC@ 0-2 From RE= 4,167.4 Lbs Mm. Shear: 25%1,041.9 Lbs • .CHORD DESIGN . . Inertia (m^4) Defi. Ratio Chord Shear Check(f') Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual. LL TL TC BC Rows BC Spac . TC BC TC BC IC E BC . 23 14 17.211 50000 47.4 106.1 240 0 11301 15070 2 103.3 53.6 144.1 0.820 0.720 4 0' 0 OPTIMIZED'ROUND BAR WEB DESIGN . . 0 .End Bar LE End Web Size End Web V's LE . . . . End Web V's RE Ctr Web Size Ctr Web V's • End Bar RE ,9/16 "RD 11/16 "RD 3 . . 3 9/16 "RD 6 9/16 "RQ *****ENDOFDES!GNFOR J65**** - . .. . 07/02005 (fiin4 i Disign Page 1 TJ66 Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base:length Depth TJ66 18K5274/137 25-71/2 18.00. LE TC Panel 0- 9 3/4 / 2-0 10 panels @ I - 0 / 1-0 RE TC Panel = 2-0 / 0- 9 3/4 LEBC Panel = 1-93/4 RE BC Panel= 1-93/4 Load Case No. I ' TC Uniform Load ...............10.000'. lb/ft - BC Uniform Load ................22.500 lb/ft PT. at any One TC Panel 'Point.O.SO Kips TC Uniform Load ...............274.000 / 137,000 lb/ft Reactions LE: TC @0-2 From LE 4,366.9 Lbs RE: IC © 0-2 From RE= 4,366.9 Lbs Mm. Shear: 25% 1,091.7 Lbs Load Case No. I Part 2 Reactions. LE: TC @ 0- 2 From LE=4,366.9 Lbs RE: TC@ 02 From RE= 4,3669 Lbs Mm. Shear: 25% 1,091.7 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual 'LL TL - TC BC . RowsBC Spac TC BC TC, BC 'IC ? BC 23 22 17.150 50000 48.8 . 113.4 240 0 11785 13772 2 102.5 , . 49.3 163.3 Ô.820 0.816 6 ' 6 0 OPTIMIZED ROUND BAR WEB DESIGN End Bar LE ' End Web Size End Web V's LE End Web V's RE . Ctr Web Size Ctr Web V's End Bar RE 9/16 "RD 11/16 "RD 3 3 ' 19/32 "RD 6 - 9/16- RD *****'END OF DESIGN FOR TJ66**** 07/07/2005 Quincy Joist Design kel 410_j Page 1 J67 Job No: 4219-05 Sep 02 Name: PALOMAR POThJTE Mark Joist Base length Depth ' J67 18KS302/146 25- 8 1!4 18.00 . LE TC Panel=. 0-10 1/8 / 2-0 10 panels® 1-0 / 1-0 RE TC Panel = 2-0 I 0-10 1/8 LEBCPanel 1-10 1/8. - REBCPanel = 1-10 1/8 Load Case No. 1 TC Uniform Load................10.000.lb/ft BC Uniform Load ...............22.500 lb/ft . PT. at any0ne TC Panel Point.0.50 Kips . . . . - TC Uniform Load ......... . ..... 302.000 I 146.000 lb/ft . . . Reactions LE: TC @ 0- 2 From LE=4,730.9 Lbs RE: TC@ 0-2 From RE= 4,730.9 Lbs Mm. Shear: 25% 1,182.7 Lbs Load Case No. 1 Part 2 0 Reactions LE: TC @ 0- 2 From LE= 4,730.9 Lbs RE: TC@ 0-2 From RE= 4,730.9 'Lbs Mm. Shear: 25% 1,182.7 Lbs CHORD DESIGN - .. Inertia (in"4) .Defl. Ratio Chord Shear Check(fv)- Bridging Max. Unbrac (in) Ryy . Fillers TC BC Eff depth Fy . Require Actual LL TL TC BC RowsBC Spac TC 'BC TC BC TC l BC 24 22 17.145 50000- 51. 117.1 240 0 11918 14960, 2 102.7 48.1 163.3 0.823 0.816 '6 01 0, OPTIMIZED ROUND BAR WEB DESIGN End Bar LE End Web Size End Web V's LE End Web V's RE Ctr Web Size Ctr Web .V's End Bar RE 19/32 "RD 23/32 "RD . 2 2 5/8 "RD 8 19/32 "l.I) *****END OF DESIGN FOR J67**** 0 . - 07/07/2005 Quincy Joist Design Rel 41_-] Page 1 I33A 07:50:11 Job No: 4219-05 Sep 02 Name: PALOMAR POINTE Mark Joist Base length Depth J33A 24KS216/96 35-9 7/8 24.00 LE TC Panel = 2-11 / 3-0 6 pazels @ 2-0 / 2-0 RE TC Panel = 3-0 / 2-10 7/8 LE BC Panel = 3-11 .- RE BC Panel = 3-10 7/8 Load Case No. l - -r TC Uniform Load ...............10.000 lb/ft BC Uniform Load ...............22.500 lb/ft PT. 'at any One TC Panel Point.0.50 Kips , TC Uniform Load ................216.000 / 96.000 lb/ft Reactions LE: TC @ 0- 2 From LE= 4,874.6 Lbs RE: TC@ 0-2 From RE= 4,874.7 Lbs Min.'Shear: 25% 1,218.7 Lbs Load Case No. 1 Part 2 Reactions LE: TC @0-2 From LE 4,874.6 Lbs RE: ' TC @ 0-2 From RE 4,874.7 Lbs Mm. Shear: 25% 1,218.7 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) - Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC. BC TC. BC Tt El' BC 26 23 23.134 50006 ' 98.5 239.6 240 0 1184$ 13997 ' 3 107.4 62.6 207.3 1.043 1.036 . 14 0' ANGLE WEB DESIGN W2 W3 W4 W5 'W6 ,W7 W8- W9 W9 W8 W7 W6 W5 W . W3 W2 Vi V2 V3 V4 B5 40 13 .20 01 13, 01 10 10 01 '13 01 20 13 40 B5 01 01 01 01 ,240 2.90 2.40 2.30 1.90 1.20, 1.10 1.10 1.10 1.10 1.20 1.90 2.30, 2.40 2.90 2.40 0.90 0.7 0.7 0.7 V4-V3 V2 V11 01 01 01... 01 07 0.7 0.7 0.9 ' END OF LESIGN FOR J33A 07/07/2005 ( Quincy Joist Design " 'p..el: 410 J Page 1 TJ34A Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length Depth S TJ34A 24KS216/96. 35-5 1/4 24.00 [ETC Panel = 2-8 5/8 I. 3-0 6 panels © 2-0 / 2-0 RE TC Panel = - 3-0 / 2-8 5/8 LE BC P.ne1 = 3- 8 5/8 RE BC Panel 37 8 5/8 Load Case No. 1 TC Uniform Load ...............10.000 lb/ft BC Uniform Load .......... . .... 22.500 lb/ft - PT. at any One TCPanel Point.0.50 Kips TC Uniform Load ...............216.000 / 96.000 -lb/ft -' Reactions LE:' TC @ 0- 2 From LE= 4,829.1 Lbs RE: TC@ 0-2 From RE; 4,829.1 Lbs Mm. Shear: 25% 1,207.3 Lbs Load Case No. 1 Part Reactions LE: TC @ 0- 2 From LE= 4,829.1 Lbs RE: TC@ 0-2From RE" 4,829.1 Lbs Mm: Shear: 25% 1,207.3 Lbs CHORD DESIGN Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC . RowsBC Spac TC BC TC 'BC TC EP BC 26 23 23.134 ,50000 95.4 239.6 240 0 11618 13765 3 106:3 65.4 207.3 1:043 1.036 14 ANGLE WEB DESIGN " W2 W3 W4 W5 W6 W7 W8 W9 'W9 W8' W7 W6 WS W4 W3 W2 . Vi 'V2 V3 - V4 B5 40, 13 20 01- 13 01 10 10 01 13 01 20 13 40 , 'B5 01 01 ' 01 01 .2.30 2.90 2.40 2.30 1.90 1.20 1.10 1.10 1.10 1.10 1.20 1.90 2.30 2.40 2.90 2.30 0.90 0.7 0.7 0.7 V4 V3 V2 'Vi S of , 01 .01, 01 -- '0.7 0.7 -0.7 0.9 ***** END OF DESIGN FOR TJ34A **** 07/07/2005 ( Quincy Joist Design 4 10__] Page 1 J35A kel Job No: 4219-05 Seq 02' Name :PALOMAR'POINTE Mark Joist Base length Depth 335A 24KS216/96 35-91/4 24.00 LE TC Panel = 2-10 5/8/ 3-0 6 panels® 2-0 / 2-0 RE TC Panel = 3-0 I 2-10 5/8 LE BC Panel = 3-105/8 - RE BC Panel = 3-105/8 Load Case No. 1 TC Uniform Load ...............10.000 lb/ft . BC Uniform Load ..............22.500 lb/ft 'PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............216.000 / 96.000 lb/ft Reactions LE: TC@0-2 From LE4868.5 Lbs RE.- TC@ 0-2FromRE= 4,868.5 Lbs Mm. Shear: 25% 1,217.1 Lbs Load Case No. 1 Part 2 Reactions LE: TC @ 0- 2 From LE= 4,868.5 Lbs RE: TC@ 0-2FromRE= 4,868.5 Lbs Mm. Shear: 25% 1,217.1 Lbs CHORD DESIGN Inertia (in "4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC'Eff depth Fy Require Actual LL TL TC BC . RowsBC Spac ' TC. ' BC TC BC TC EP BC 26 23 23.134 50000 98.1 239.6 240 0 11817 13963 3 107.3 63.0 207.3 1.043 1.036 14 \ 0 ANGLE.WEB DESIGN ' W2 W3 W4 WS W6 •W7 W8W9 W9 I W8 W7 V6 W5 W4 W3 W2 VI V21 V3 V4 B5 40 13 20 01 13 01 -.10 10 01 13 01 20 13 40 ' B5 01 01 01 01 .2.40 2.90 2.40 2:30 1.90 1.20 1.10 1.10 1.10 1.10 1.20 1.90 2.30 2.40 2.90 2.40 0.90 0.7 0.7 0.7. V4 V3 V2 VI . '01 01 01 01 . 1 1 1 1. 0.7 0.7 ' 0.7 0.9 *****END OF DESIGN FOR J35A**** . '•'$,•f ' 07/07/2005 - ''gn,• kél: 4.10] Page 1 J37A Job No: 4219-05 Sep 02 Name: PALOMAR POINTE Mark Joist ' Base length Depth J37A 24KS216/96 - ' 35-101/4 24.00 LE TC Panel = 2-111/8 / 3-0 6 panels® 2-0 / 2-0 RE TC Panel = 3-0 I 2-111/8 LE BC Panel = 3-1I 1/8 RE BC Panel = 3-11 1/8 Load Case No. I TC Uniform. Load................10.000 lb/ft BC Uniform Load ................22.500 lb/ft PT. at any One TC Panel Point.0.50lCips . TC Uniform Load ...............216.000 / 96.000 lb/ft ' Reactions LE: TC @ 0- 2 From LE= 4,878.4 Lbs RE: TC@0-2 From' RE= 4,878.4 Lbs Mm. Shear: 25% 1,219.6 Lbs Load Case No. 1 Part Reactions LE: TC@0-2FromiE= 4,878.4 Lbs RE: TC®.0-2romRE= 4,8784 Lbs Mi. Shear: 25% 1,219.6 Lbs CHORD DESIGN . Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac(in) Ryy Fillers TC BCEff depth Fy Require Actual LL TL TC BC RowsBC Spác TC BC TC. BC TC EP BC 26 23 23.134 50000 98.7: 239.6 240 0 11867 14003 3 107.5 62.3 207.3 1.043 1.036 14 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 .W7 W8 W9 W9 W8 W7 W6 W5 W4 .W3 W2 VI V2 V3 V4 -B5 40 13 20 01 13 01. 10 10 01 13 ' Of 20 13 . 40 B5 01 01' ' 01 , 01 1 1 . . 1 1 -' 2.40 2.90 2.40 2.30 1.90 1.20' 1.10 1.10, 1.10 1.10 1.20 1.90 '2.30 .2.40 2.90 2.40 0.90 0.7 0.7 0.7 V4 V3 V2 VI 01 01' 01 01 Y 1 1 -1 0.7 0.7 0.7 0.9 *****ENDOF DESIGN FOR J37A**** •- 4 07/07/2005 / Quincy Joist Design J Page 1 J37B Rel 4 10 Job No: 4219-05 Sep 02 Name: PALOMAR POINTE ' Mark Joist Base length Depth J37B 24KS216/96 35-103/4 24.00 LE TC Panel = 2-11 3/8 I. 3-0 6 panels @ 2-0 / 2-0 RE TC Panel, -3-0 / 2-11 3/8 - LE BC Panel = 3-I1 3/8 RE BC Panel = 3-11 3/8 Load Case No. 1 TC Uniform Load ...............10.000 lb/ft BC-Uniform Load ................22.500 lb/ft PT. at any. One TC Panel Point.0.50 Kips TC Uniform Load...............216.000 /96.000 lb/ft Reactions LE: TC©0-2 From LE= 4,883.3 Lbs RE: TC@ 0-2'Frorn RE= 4,883.3' Lbs Miii. Shear: 25% 1,220.8 Lbs Load Case No. - 1 Part Reactions LE: TC @0-2 From LE= 4,883.3 Lbs RE: ' IC © 0-2 From RE= 4,883.3 Lbs Mm. Shear: 25% 1,220.8 Lbs CHORD DESIGN Inertia (in "4) Defi. Ratio Chord Shear Check(fv) Bridging - Max. Unbrac (in) Ryy Fillers TC BC Eff depth, Fy Require Actual LL TL TC BC RowsBC Spac. TC BC - .TC BC lt-EP BC 26 23 - '23.134 50000 99.1 - 239.6 240 0 11892 14037 3 - 107.6 62.0 207.3 1.043 - 1.036 - 14 0 ANGLE WEB DESIGN W2 W3 W4 W5 W6 W7 W8 W9 W9 W8 W7 W6 W5 W4 W3, W2 Vi V2 V3 V4 - B5 40 13 20 01 13 01, 10 10 01 - 13 01 - 20 13 40 BS '01 01 01 01 .2.40 2.90 2.40 2.30: 1.90 1.20 1.10 1.10 1.10 1.10 1.20. 1.90 .2.30 2.40 2.90 2.40 0.90 0.7 0.7 0.7 V4 V3 V2 Vi 01 01 01 QI 07 0.7 0.7 0.9 *****END OF DESIGN FOR,..i37B**** - - - 07/07/2005 07:50:36 Mark T346A ( Quincy Joist Design kel: 4 j Page 1 TJ46A .10 Job No: 4219-05 Seq 02 Name: PALOMAR POThITE Joist Base length Depth 24KS216/96 41-8 1/8 24.00 LE TC Panel = 1-101/8/ 3-0 8 panels © 2-0 / 2-0 RE TC Panel 3-0 / 1-10 LE BC Panel = 2-10 1/8 RE BC Panel = 2-10 Load Case No. 1 TC Uniform Load ...............12.000 lb/ft BC Uniform Load .............. .22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ............... 216.000 / 96.000 lb/ft Reactions LE: TC@0-2 From LE= 5,661.8 Lbs RE: IC® 0-2 From RE= 5,661.9 Lbs Min. Shear: 25% 1,415.5 Lbs Load Case No. 1 Part Reactions LE: TC@0-2 From LE' 5,661.8 Lbs RE: TC@.O-2 From RE= 5,661.9 Lbs Mm. Shear: 25% 1,415.5 Lbs CHORD DESIGN - Inertia (in "4) Defi. Ratio Chord Shear Check(fv), Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Sjac. TC BC TC BC TC EP BC 35 41 22.941 50000 155.0 307.1 240 0 12462 14218 4 100.0 57.7 244.7 1.140 1.223 8 0 ANGLE WEB DESIGN . W2 W3 W4 W5 W6 W7 W8 W9 WiO Wil Wil W1O W9 W8 W7 W6 W5 W4 W3 W2 B5 42 20 30 01 20 01 13 01 10 10 01, 13 01 20 01 30 20 42 B5 1 1 1 1 1 1 1 1 1 1 1 •1• 1 1. 1 1 1.41 1 2:30 3.30 3.70 2.80 2.80 2.30 1.90 1.20 1.30' 1.30 1.30 1.30 1.20 1.90 2.30 2.80 2.80 3.7 3.3 2.3 Vi V2 V3 V4 V5 V5 V4 V3 V2 VI 01 01 01 01 or oi 01 01 01 01 0:8 0.7 0:7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 .' *****ENDOFDESZGNFOR rJ4.6A**** J 07/07/2005 Quincy Joist Design 4.10j Page 1 TJ46B Rel: Job No: 4219-05 Seq 02 Name: PALOMAR POINTE Mark Joist Base length Depth TJ46B 24K5216/96 41-77/8 24.00 LE IC Panel = 1-10 I 3-0 8 panels® 2-0 / 2 0 RE TC Panel = 3- 0 / 1- 9 7/8 LE BC Panel = 2-10 RE BC Panel = 2- 9 7/8 Load Case No. I TC Uniform Load...............12.000 lb/ft C Uniform Load...............22.500 lb/ft PT. at an One TC Panel Point.0.50 Kips TC Uniform Load...............216.000 / 96.000 lb/ft Reactions LE: TC@0-2 From LE= 5,659.3 Lbs RE: TC@ 0-2 From RE= 5,659.4 Lbs Min. Shear: 25% 1,414.9 Lbs Load Case No. 1 Part ,Reactions LE: TC®0-2 From LE" 5,659.3 Lbs RE: TC@ 0-2 From RE= 5,659.4 Lbs . Mm. Shear: 25% 1,414.9 Lbs CHORD DESIGN Inertia (in A4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 35 41 22.941 50000 154.7 307.1 240 0 12451 14205 4 99.9 57.9 244.7 1.140 1.223 8 1 0 ANGLE WEB DESIGN . W2 .W3 W4 W5 W6 W7 W8 W9 W10 Wil WII WIO W9 W8 W7 W6 W5 W4 W3 W2 B5 42 . 20 30. . 01 20 . 01 13 01 10 10 01 13 01 .20 01 30 20 42 B5 .1' 1 1 1•. I 1 1 '1 1 1 . 1 1 1 1 1 1 1 1 ., 1 1 - 2.30 3.30 3.70 2.80 2.80 2.30 1.90 1.20 1.30 1.30 1.30 1.30 1.20 1.90 2.30 2.80 2.80 3.7 3.3 2.3 Vi V2 V3 V4 V5 V5 V4 V3 V2 VI 01 01 01 01 01 01 01 01 01 01 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 -' ***** END OF DESIGN FOR TJ46B**** 07/07/2005 Quin; Joist Design, el0 Page .1 TJ46C Job No:. 4219-05 SeQ 02 Name: PALOMAR POINTE Mark Joist Base length Depth TJ46C 24KS216/96 41-7 5/8 24.00 LE TC Panel = 1- 9 7/8/ 3-0 8 pahels@ 2-0 / 2-0 RE TC Panel 3-0 / 1-93/4 LE BC Panel = 2- 9 7/8 RE BC Panel = 2- 9 3/4 Load Case No. 1 TC Uniform Load...............12.000 lb/ft BC Uniform Load ...............22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ................216.000 / 96.000 lb/ft Reactions LE: TC @0-2 From LE= 5,656.8 Lbs RE: IC @ 0-2 From RE= 5,656.9 Lbs Min. Shear: 25% 1,414.2 Lbs Load Case No. I Part 2 Reactions LE: TC @ 0- 2 From LE= 5,656.8 Lbs RE: TC@ 0-2 From RE= 5,656:9 Lbs Mm. Shear: 25% 1,414.2 Lbs CHORD DESIGN Inertia (in "4) Defi. Ratio. Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 35 41 22.941 50000 154.5 307.1 240 0 12439 14191 4 • 99.9 58.1 244.7 1.140 1.223 8 0 ANGLE WEB DESIGN . W2 W3 W4 W5 W6 W7 W8 W9 W10 Wil Wil WIO W9 W8 W7 W6 W5 W4 W3 W2 B5 42 20 30 • 01 20 01 13 01 10 10 01 • 13 • 01 • 20 01 30 20 42 B5 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 11.1 1 2.30 3.30 3.70 2.80 2.80 2.30 1.90 1.20 1.30 1.30 1.30 1.30 1.20 1.90 2.30 2.80 2.80 3.7 3.3 2.3 Vi V2 V3 V4 V5 V5 V4 V3 V2 Vi 01 01 01 01 01 01 01 •' 01 01 01 . i• 1 1 .1 1 1 1'• 1' 1 1 0.8 0.7 0.7 0.7 0.7 0.7 '0.7 0.7 0.7 0.8 : • : END OF DESIGN FOR TJ46C**** 07/07/2005 / Qrnny Joist Design J Page 1 J65A 10 - ' Job No: 4219-05 Sep 02 Name: PALOMAR POINTE Mark Joist Base length Depth . J65A 18KS257/129. 25-9 7/8 7/8 18.00 LE TC Panel = 0-11 / 2-0 10 pails @ 1-0 / 1-0 RE TC Panel = 2-0 / 0-10 7/8 LE BC Panel = 1-11 RE BC Panel = 1-107/8 Load Case No. 1 TC Uniform Load ............... 9.000 lb/ft BC Uniform Load...............22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load ...............257.000 / 129.000 lb/ft - Reactions LE: TC©0-2 From LE= 4,165.9 Lbs RE: TC@ 0-2 From RE= 4,166.1 Lb's Miii. Shear: 25% 1,041.5 Lbs Load Case No. 1 Part 2 Reactions. LE: TC @ 0- 2 From LE= 4,165.9 Lbs RE: TC® 0-2 From RE= 4,166.1 Lbs Min. Shear: 25% 1,041.5 Lbs CHORD DESIGN Inertia (in "4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in) Ryy Fillers :TC BC Eff depth Fy Require Actual LL TL TC BC RowsBC Spac TC BC TC BC TC EP BC 23 14 17.211 50000 - 47.4 106:1240 0 11293 15059 2 103.2 53.7 144.1 0.820 0.720 4 .9 0 OPTIMIZED ROUND BAR WEB DESIGN . . . End Bar LE End Web Size End Web V's LE 'End Web V's RE Ctr Web Size Ctr Web V's End Bar RE 9/16 "RD 11/16 "RD 3 . 3 9/16 "RD 6 9/16 "RD END OF DESIGN FOR J65A**** • • II - - --'---' . -- 07/07/2005 1 ;'cy JoitDein i: 4.10__J Page 1 J65B Job No: 4219-05 Sei 02 Name: PALOMAR POINTE Mark Joist Base length Depth J65B 18KS257/129 25-9 3/4 18.00 LE TC Panel = 0-107/8/ 2-0 10 panels @ .1-0 / 1-0 RE IC Panel = 2-0 / 0-107/8 LE BC Panel = 1-107/8 RE BC Panel = '1-107/8 Load Case No. 1 TC Uniform Load .....9.000 lb/ft BC Uniform Load ...............P22.500 lb/ft PT. at any One TC Panel Point.0.50 Kips TC Uniform Load.'.— .......... 257.000 / 129.000 lb/ft Reactions LE: TC@-0-2 From LE= 4,164.6 Lbs RE: IC® 0-2 From RE= 4,164.6 Lbs Mm. Shear: 25% 1,041.2 Lbs Load Case No. 1 Part 2 Reactions LE: TC®0-2 From LE 4,164.6 Lbs RE: 1C® 0-2 From RE= 4,164.6 Lbs Mm. Shear: 25% 1,041.2 Lbs - CHORD DESIGN - Inertia (in"4) Defi. Ratio Chord Shear Check(fv) Bridging Max. Unbrac (in). Ryy Fillers TC BC Eff depth Fy Require Actual LL TL TC BC Rows BC Spac TC BC TC BC TC EP BC 23 14 17.211 50000 47.3 106.1 240' 0 11285 15048 2 103.2 . 53.8 144.1 0.820 0.720 ' 4 0 OPTIMIZED ROUND BAR WEB DESIGN ' End Bar LE End' Web Size End Web V's LE End Web V's RE Ctr Web Size Ctr Web V's' End Bar RE 9/16 "RD 11/16 "RD 3 ' 3 9/16 "RD 6 '9/16 "RP *****ENDOFDESIGNFOR J65B**** I '