Loading...
HomeMy WebLinkAbout1969 KELLOGG AVE; ; CB972895; Permit,., !~ B U I L D I N G ' P E R M I T Permit No: CB972895 ·. J?roje·ct:' No: A.9703670 ·D~velopment No: 10/30/97 14:52 Page 1 of 1 .Job Address: 1969 KELLOGG AV Permit Type: COMMERCIAL TENANT Parcel No: 212~092-12-00 . Valuation·: 894,738 Suite: IMPROVEMENT . .Lo'b#:. Occupancy· Group: Description: CTI 34413 _SF : ODYSSEY,GOLF Reference#.: 7,235 TO OFFICE : 619 Construction Type: NEW . St.atlis: ISSUED .. -0907 10/3&~ J.obijf bi 1 0 o,.P 2 / 9 7 . Apr/Iq'f~ 10/2-8£6:too Entered By: . JM 452-3188 Appl/Ownr: SMITH CONSULTING ARCHITECTS 5355 MIR,A SORRENTO PLACE #6l:>0 SAN DIEGO, CA 92121 *** Fees Required *** .-,/'.'....-£6~---r,e"e-S...__ Col;J.e<;;t.E;id· & C+edits *** ---------------------------,;-,··,,,,, /'---/:.::::i···7:')~ ---~ ------------------------- Fees : 1 2 ,. 7 2 7 .)30 ,..,, <;, ( ( f 6 \ /-...... "'~ Adjustments: . /. oor::/:,~, (' · ~.:..1(.r'I\9ua:1:J,spedi 'b.p: . 00 Total Fees: 12, J27. 00, U ;\) Totifi.lP~y.1yer,i,t$'-! 12, 6.67. oo · I ,, "·-~/ ,.,-,..--:: BaJ~rlP@ f'Dµ_e i\ . 6 0. 0 0 • I < \ / ,;::.-/ 8;.:;i, ~ \_ &f)J \ ~ Fee description / , _\ "'·· / ~; ,'!lwitS"-,._, -e,e.)fUnd. t 8xt fee Data r ..__ -,-, ', ' '<t1;, "-.. 0.\-...,,. \ ' () ,..-: \ -;~ii~i~~-~-~~~i~----r-rr-:-~7~--:~:.,:::~-----~~\~;;-··\·-~---;;;~~~~----- Plan Check. : · -~,-. ._. / ~-~·~~ .. ,,,,,,. \.V ,,. · 2096.00 __ . Strong ·Motion Fee 1., ;1, -·1 i · · ,. · ./ Jf)\ f-~:;7 · 188. 00 · .· or manuallf enter/.1?';,~:h1. / . . • A ·:.· _:·g; , oo_~~l j \:s,. · 3424. 00 Enter Traffic Impac~ fee: \ '>,,. i1f~ > ,· 2,... 86~:0'\{ /. / 2.486. 00 ~nt.er ParkFee(Zon'1,~,5,:t3,.:l:,6.::}· '{,1,> J;:,,14{ 1 i 314.00 05 Other . . \: · \ "-. .;,Q. ~· 6A3• ' I 60. 00 SPECINSP * BUILDING TOTAL \ . • . \~·') /~ -~d c::y~ · j ;· 11793. 00 Enter ''Y" for Plumbing Iss.-1,,},e Ft~ > , / . . 20. 00 Y Each Plumbing Fixture\ or(;rrap "-t~CO~~~;ATED 2.( ~" 7 . .00 168 .\JO Each .Install/Repair Wai;:er:_;~d:§e · '',.),...;._\;l__..--r''/ 1.1\\\ \5 3/-00 7. 00 Each Water Heater and/oi\ Vet1it//J(/,. f--;_ Q~ \\) · ~. 00 14, 00 Gas Piping System ~, ,, <.s ; ;>;5 ( 0 )\~ <s: ~ ~. / 7. o o 14. oo * PLUMBING TOTAL ·"'· . U .... \ \Jv~, : . 223. 00 "~ ..._,.,.. Ent.er 11 Y11 for Elect:i;:-i~ Is.sue Fe·e, .. ~:... ____ "." . 10. 00 Y Remodel/Alter Per AMP > · 1000 ·.25 250,'00 * EL~CTRICAL TOTAL 260.00 Ente.r 'Y' for Mechanical ;I:ssue Fee> 15.90 Y Install Furn/Ducts/Heat Pump$ > 47 . 9 .. QO · 423. 00 Each Exhaust Fan > 2 6.50 13.00 * MECHANICAL TOTAL 4'51.0'0 . APPf:OVAL ~--DATE#. ·CITY OF CARL$BAD 2075· Las Palmas Dr., Carlsbad, CA 92009. (619) 438-1161 ~72--FOR OFFICE USE ONLY . PERMIT. APPLICATION .. PLAN CHECK NO. ?22ff?5 EST. VAL. 811{7 3 fl3" . . -CITY OF CARLSBAD BUILDING DEPARTMENi 2075 Las Pal mas Dr., Carlsbad CA 92009 (760) 438-1161 Plan Ck. Deposit 2.0 f (p Validated By _.:.::If,...._. t ~ J Date torf:, Legal Description Subdivision Name Number -l'7--0'/'2. -I~ tzell()u~e t-"'br nits 2096-00 13tJr, '/<&tilo1;;tf;b;V Th/o /VA Description of Work · · · ~-FT. -· #of Stories · · # of Bedrooms # of Bathrooms r-~--=,-, =•:·--:-----~~---""'.".'"-,= ,_?~ 7/i;/"2-:,,._.,~'.'~-~:'""."~~'i'!'.:7,f'.;"1?';",5'.~-~":',\'½';'{'''.4'."'.'?'lf;'f:·',;':o,:,·;-~-~\-",c!l;'0':.',';-;:'-Q::k"i},/b'?/r1-~1/)7 • 211,tia'!ltr~Jr,,g~Jlif.1ftt}ffJJiJ!N~8:itmli"":,3 iff if'Ul ., '--~-·-twt,fpl~:-1;.·' ~·me'&li tn·· ~ 2tt/'·-·Pb12:f: ·1t·t -'176 Name Address 'j//"Tlf; -/fl) -. -City State/Zip . 1'eleptione # Fax # ~~~itt!f~f~g~~t:e;:l>:n.:trm*2.C:.:J:21~EO~~:"' ,.:~1-;;2·: :::;;~?1":fi,7;',ZC,;",,~::;;:f<.':::;~fil Name · Address City State/Zip Telephone# Address City , S,tate/Zip Telephone# ~-'-9.91',11!~NX:JlAn.'1~~~.i,.,~::,l;', ~ ~: ,::. :: , ,----,,.·--·-""'"''~---,,,----~--,-,,,,.,,.,.~,,-.,""-'" (Sec. 7031.5 Business and Professions Code: Any City or County which .require.s a permit to cpnstruct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant tor such permit to file a signed statement that he is licensed pursuant-to the provisions of the Contractor's License Law [Chapter, 9, commending with Section 7000 of Division 3 of the. Business and Professions Code]' or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects th~ applicant to a civil penalty of not more than five hundred dollars [,$5001). Name Address City State/Zip Telephone# (Eity ~usiness Uce!1.J'e # __ · ____ _ State License # ________ _ Designer Name Pe/llN/1& Stii!e,yc.eos,e,. C-/I10/ License Class ________ _ 0 I have and will maintain a certificate of consent to.self-insure tor workers' compensation as provided by Section 3700 of the Labor -Code, tor the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work tor which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company . . . -Policy No.____________ ,Expiration Date. ______ ~ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED.DOLLARS [$1001 OR LESS! 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is·issued, I shall not employ a,nY person in any manner so-as to become subject to the Workers' Compensation Laws of California. 'WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal·penalties and civil fines up to one 'hundred 1houaand,-"llara ($100,000), in addition to the cost of c.ompensation, damages as provided tor in Section-3706 0 0 f the_ Liibor code, interest a_nd attorney's fees. 'SJfili!AT.URE . . \pATEl' it,·e,,:,,,,,Q,,W~~lltll!LpQJ)J!Q~AT,lgl'il~,;·;~""-i.,.~:::.J.Ml.LJ,:;;.,;,,;,,,.,;,,,_:..:,,:,_;;:;; -~, :;:;,,~--: .. _:,0;',-:,,;,;,,f;:52]-r±_F-:,-".,_-:_:.,,-,:;,_-_,_--:~-:;::::-,,,,-,-,,,--'.,.,,.,~-(r,::'-_,-L--,;.,,. __ ;,-,L-,:_->::,,:f:~:-::±~:::.:r.,j ·1 hereby affirm that I am exempt from the Contractor's License Law tor the following reason: ,, , D I, as owner of the property or my employees with wages 8$ their sole compensation,., ~ill do the work and the structurEl is not intended or offered tor sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does .not apply to an owner <if 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). Wt, as owner of the property, am exclusively contracting with licensed contr~ctors 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). · ·O J am exempt under Section ______ Bui;iness and Professions Code-tor this reason: 1. I personally plan to provide the major labor and materials for construction of t~e proposed property improvement. D YES [::;INO 2, I (have / have not) signed an application tor a building permit for the proposed-work, 3, I have contracted with followi C, ,, 0 £ 4. I plan to provide portions of the work, but I have hired the following person to coordinate; supervise and provide the major work (include name / address / phone number/ contractors license number):, ___________________ ~------------------------ 5, I will provide some of the work, but I have contracted (hired) the.following persons to provide the work indicated (include name/ address / phone number/ type of work):, ________ --::=---:-:,:;r9-----,'""'r:::r-~---::-7'7'---:-----'~---------:------:7rr:::::--=-f:c------------ 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 O NO -Is the applicant or future building occupant require~ to obtain a permit from the.air pollution control district. or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a schqol site? 0 YE_S O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT-BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE. REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION,CONTROL DISTRICT. fiK":;-~Q.l$lfil1~1'1Qflt,~t{~~~R'¢lt1:~2:'.Z:~I:-,, :::::,~_-::::::;,~::.~ ,,.,.d,::-l ~,:.;,.~Z:::.:ih:;::~:"j;J~'.I;;;c;,~t,1~'.'.,2,;.}?£'.1::i};s:UlUZ::~-;:F,;:C~~~:,::~~r:1 I hereby affirm that there-is a c.onstruction lending.agency tor the·pertormance of the work fpr which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS'.:;;:;::=::=:;;:;;:::::;;;:;:::;::;:;::;;::;;::==;:::;::;;;:::::;::;::::::::;;::::=.;::::;;:;::;::;:;::::;;;::;:;::::;;:::::::;;:;:::;:;;;;;:::;::;;:::;: [~~P1"!CMif~q1111e1~,iqji~~·:t,.:,;_L~~:;_~:...:~i¼Z:J.L,~ :~~,_:~,~:J;,i~/,~::.\(~ iz:,;~:;.~~~i:~f i:z:~~t(i~-:f.£.~~};«f'~~it~-5-~~<6~~;11 -1 pertify 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 arid State laws -relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY .A!l(D KEEP HARMLES~ THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY iN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA, permit is required tor excavations over 5'0" deep and demolition or construction of structures over 3 stories ih height. i , !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 a\Jthorized by such permit is not CQmmenced w· ·n 3!55 days from th~ dc!te of such permit or if the building or work authorized by such permit is suspended or abandoned at ·any time after the work is com e tor a period of J,~O days (Section 106.4.4 Uniform Building Code). _ ~ // APPLICANT'S SIGNATURE ~ -DATE ld!U L'17 --7+---.,'---"--1-------- YELlOW: Applicant PINK: Finance ., 10/28/97 11:58 _Page 1 of 1 Job Address: 1969 KELLOGG AV , P.ermit Type: SEWER -OFFICE/WAREHOUSE Parcel No: 212-092-12~00 Descriptioh~ SEWER PERMIT IS Fo~ja5 SF Suite: : N·EW OFFF'ICE & 6,450 SI; WHS TO OFFICE ' . ' Permitee: SMITH CONSULTING ARCHITECTS 619. 4.!;>2-3188 5355 MIRA SORRENTO PLACE #650 SAN DIEGO, CA 92121 ,' ' Permit No: SE970194 Bldg Planck#: CB9-72893 0766 10/28/97 .0001 01 02 C-PRMT 4941n00. Status: ISSUED Appli~d: 10/27/97. Apr/Issue: 10/28/97 E~pired: Prepared By: M~M ' ' · n::~AL APf ~OVAL CITY OF CARLSBAD . 2075 Las Palmas Dr., Carlsbad,. CA 92009' (619) 438-116\ ... PERMIT# CB972895 DESCRIPTION: CTI 34413 SF ODYSSEY GOLF TYPE: CTI CITY OF CARLSBAD INSPECTION REQUEST FOR 01/12/98 7,235 TO OFFICE STE: INSPECTOR AREA TP PLANCK# CB972895 OCC GRP CONSTR. TYPE NEW LOT: JOB ADDRESS: 1969 KELLOGG AV APPLICANT: SMITH CONSULTING ARCHITECTS CONTRACTOR: PHONE: 619 452-3188 OWNER: REMARKS: C/BILL/619/520-4923 SPECIAL INSTRUCT: PHONE: L/ PHONE: INSPECTOR . --7----------- TOTAL TIME: --RELATED PERMITS--PERMIT# TYPE STATUS GR960002 GRADING ISSUED RW960043 ROW ISSUED AS960027 ASC ISSUED FS960010 FIXSYS ISSUED AS970012 ASC ISSUED CB970651 ITI ISSUED CB972560 MISC ISSUED CB972576 ELEC ISSUED CB972.627 PLUM ISSUED AS970130 ASC ISSUED SE970194 swow ISSUED CB972996 ITI ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ----------------------------------'----------------. ·--· -------------------,---- !11!.. t ***** INSPECTION HISTORY***** DATE 010698 010298 122397 122397 122397 122397 122297 121697 121697 121697 121697 121697 121697 121297 120997 DESCRIPTION Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Underground/Under Floor Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Welding Rough Electric Rough/Ducts/Dampers Interior Lath/Drywall Rough c~mbo ACT INSP AP TP AP PD AP TP AP TP AP TP AP TP NR TP AP TP AP TP AP TP AP TP AP TP AP TP AP TP CA TP COMMENTS TRK DOCK LEVLR WALLS LOADING DOCK LEVELER ADDED SINK@ MCH SHOP T-BAR GRID 2ND FLR MEZ EXTN CEIL LITES 2ND FLR MEZ EXTN DUCTS 2ND FLR MEZ EXT\ T-BAR GRID RM 108, 106 CEIL LITES RM 108, 106 DUCTS RM 108 & 106 2ND FLR HARD LID CEIL LITES@ HARD LID DUCTS@ HARD LID 2ND FLR MEZ EXTN COMPLETED 12/8 PERMIT# CB97289-5 DESCRIPTION: CTI 34413 SF ODYSSEY GOLF. CITY OF CARLSBAD INSPECTION REQUEST FOR 01/12/98 7,235 TO OFFICE TYPE: CTI JOB ADDRESS: 1969 KELLOGG AV STE: INSPECTOR AREA TP PLANCK# CB972895 OCC GRP CONSTR. TYPE NEW LOT: ***** INSPECTION HISTORY***** DATE 120597 120497 120497 ·120397 120297 120297 120297 120297 120197 120197 112697 112697 112597 112597 112197 112097 112097 112097 111997 111497 111497 111397 111097 110797 110697 110697 110697 110697 110'697 110597 103197 103097 102997 102997 102997 102997 102997 102997 102997 102997 DESCRIPTION Interior Lath/Drywall Frame/Steel/Bolting/Welding Rough Electric Interior Lath/Drywall Frame/Steel/Bolting/Welding Interior Lath/Drywall Grout Rough Electric Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Interior Lath/Drywall Frame/Ste~l/Bolting/Welding Grout Interior Lath/Drywall Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough Electric Ftg/Foundation/Piers Ftg/Foundation/Piers Grout Ftg/Foundation/Piers Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough/Ducts/Dampers Footing Frame/Steel/Bolting/Welding Interior Lath/Drywall Rough Electric Ftg/Foundation/Piers Interior Lath/Drywall tnterior Lath/Drywall Rough/Ducts/Dampers Rc;>of/Reroof Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Rough Electric Rough Electric ACT AP AP AP AP AP AP AP AP AP co PA PA PI AP AP AP PA AP AP NR AP NR AP AP AP AP AP AP AP NR PA AP AP AP AP AP AP AP AP AP lNSP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP COMMENTS RM 131 & 133 RM #131, 133 WALLS RM #133,131 1ST FLR INFILL & STR #123 INFILL WALLS 1ST FLR UDER STAIRS #123 3RD LIFT MEZ.DECK & SHTING IN FILL WALLS 1ST FLR ASMB OFFICE ND F.P. REV.RE-LO ASMB OFFICE ONE SIDE OFFICE RE-LOC@ WHSE/ASMB 2ND LIFT MECH ENCL 1ST FLR 1ST ·FLR 1ST FLR WALLS 1ST FLR G.B. & PIER FTNS FOR MEZ MGB FTNS EQUPT ENCL RAIN CEIL@ STR CORR #227 STR CORR #227@ ROOF RAFT BTM DUCTS MEZ 1 EQUIP ENCL SI REP FOR DOWEL R T-BAR GRID MEZ 1 STR CORR #226 CEIL LITES MEZ 1 1 HR CORR@ STR WELL 2ND FLR OFFICES, 1ST FLR REST EXHAUST FANS 1ST FLR RESTROOM DIAPN NAIL@ ROOF@ HVAC UNIT POUR REINF FOR HVAC UNITS BLKING&STRAPS(CMST i2')@ MEZZ 2ND FLR MEZ OFFICES,STR WEL13 1ST FLR REST RM & ELEC RM WALLS 2ND FLR MEZ OFFICES 1ST FLR REST RMS WALLS & CEIL C ~ 4,r,,~ ONSTRUCTION .ESTING" & ENGINEERING, INC. ESCONDIDO • MODESTO • CORONA• OXNARD • RENO • SEA TILE • LAS VEGAS ENGINEERING, INC. INSPECTION REPORT ARCHITECT:---s::-~c..L..J.....;,..L---""=...:;..._,.::...:.==---------'--,'-- ENGINEER: -+-1-~~:___---'*=~..,..----'------ CONTRACTOR: ----'-44A=...i......::.L..-.,.LJ,o,:=~~::::.._- INSPECTION DATE: l '2--'-q -°' I PLANFILE: --=----=---,-.------ BLDG PERMIT: C/ 1 -t?P~ OTIIER:----'-------'---------- Material Sampling CTEJOB#~,-/0~~~~~~;_3=· ~3R.,__O_F ____ _ REPORT# ______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) fIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS NAME: (PRINT) ~z........c........:....:...;~..,.._...____,..:--r-''-----=--- CERTIFICA TION NO.: ~£.!:...:.-=---....!:...1!::.C,L..!:~~!:....-..,---'- GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEY ARD A VENtJE. SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 CoNSTRUCTION TEsTING & ENGINEERING, INC. -; ESCONDIDO-~ MODESTO •CORONA• OXNARD • RENO • SEA TILE • LAS VEGAS ~. ENGINEERING, INC. ··. ).NSPECTION REPORT PAGE _J_ OF _j_ CTE JOB# /t:J ... J.O::J 2 REPORT# ______ _ ENGINEER: _----4R'-'-o'-~+.J,L--e..~-i· 1,or.:f=IA::««&=· ~~tn9'?"----- CONTRACTOR: --'· ~"""'~"""',a,J_,.__..t>~~-=~W~i..=--___:cl._....,AJ.=~:::..a(c__ INSPECTION DATE: _--/)~-~~=~---'~2 ___ _ PLAN FILE: ___________ _ BLDGPERMIT: ______ -"------ OIBER: ___ -,--_________ _ Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ··:.,i~ii~~~Ero~1t,~~·J1~J~t~~t:~~~t{~_~cr.~o;:~~M~~fI\': ::::: /,v.s,~vrf ~ /21~~ + /YJ. IY'-4fc~ l!J(' Ma-e. ~A16a CPo2t&<:b;.,,_ (o~-<,.o/44. N,,4fst¼./ ~-h~/1'~ lo C4'~/M:.9:#~s ,8~1d,,,. ,0/41 wcl/e d, . c_ ... /''~' Hxnote<t com ·1ies':.y/ · · er ·: :rovea. tans"ano..s"·--"lfications,and tne··Jz: ~.:?::' :;~'.?:.t ·stt:!?}:·Y. . _ ~dtfitt··~}t:xrr. ·. · :'::,J!(:tt:"i~t::,;;;/,: :~'._(fl}J1:: NAME:(PRINT) nlt1J"'f l f/z./~ SIGNATURE: Q,.~ ~ CERTIFICATION NO.: S (1 ol::r-.a C:Ht l\J GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 .... r:., POOR QUALITY ORIGINAL S CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• MODESTO• CORONA• OXNARD• RENO• SEATTLE• LAS VEGAS BNOINEP.RJNO, JNC. INSPECTION REPORT PAGE j OF / CTEJOB# ,/0-2,ff1{!J - PROJEcr NAME: c11c. l,fl wlP r (pc?t.,1- ADDRESS: ___ J_t:;£:tJr,€t-? t166. ~ (:I/A~ 'iMt? I C. /). • r . ARCHITECT: UJ?t Tit. CtUt.>ld-rtH" ENOINEER:. CAAf6 A (/J/./- CONTRACTOR: ~OIJP l6tJ~MV INSPECTION DATE: ..LA.__-__,l __ l_-_9'----1-7 ____ _ PLAN FILE: ____ ....,.------'----------- BLDG PERMIT: ? 72 ~'7£ -----· OTHER: ____ ....,.__-,...-_ _._-,-..-~ Material Sampling REPORT# _____ _ ( ) CONCRETE ( ) MORTAR ( ).GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL-STEEL ( ) BOLTS . ~:l.... r~tt;~i, .. : .. :tN,l@~mh ,PN ,>ITe-n:2 06f.edk6. ftlfC(!/11tfAX t!Pe <?x~ X 16 CAl!ll, V'/4 &A,r: ct?M£e-1u4..; . IJIE.:T ze:r ;I'{__ :v,14 co!V~Ere ~l?ctG/h'VQ {)12WEt..S. tv6'U: 1Vt2T.el2 17) #ff~) IIY9TMt2 t2E #' W) d-L caJW'N -APR; ?UM L _ .0fJtV6(c~ ILIB!J1; ,€& Y//¾2 f/7 l111Ttf;82,Gci7()A(5 I,, Cl2.i«rAS. T/2"4= ,t:l'Y6. IV/ls COk77#CT62 f,gGt9./112JtYJ .id~ c:#~/Vb(#Y 4/Vt2 R?A-41$ TO ,f?/Mt/1/26 lVAt Zt:LW ,,9 eRAaVAt... · i / NAME: (PRINT) /}l. 111/t WI/L'.7Z!:,,/( SIGNATURE: .. ~~,.L--~~~~~ CERTIFI~fSIONNO.: $:Y,S: £P.; '-ff('/7 ~C,#tf I GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVEN-qE SUITE G ESCONDIDO, CA 920?~ (619) 746-49.5.'i FAX (619) 746-9806 I f I CoNSTR~CTION TESTING & ENGINEERING, INC. ESCONDIDO• MODESTO• CORONA• OXNARD• RENO• SEATTLE• LAS VEGAS INSPECTION REPORT PROJECT NAME: Gf\kl..AWAY:/e?P Y2~£y GOt.F ADDRESS: fqG_C( /C£L.(L)(,-;G AVf/1/l/C C-ARt..~SAQ ARCHITECT: ~lit. tr!{ cov2, A&cf/ ENGINEER: -~R......,~--,-Y..,...., --~----~- CONTRACTOR: Goop 4 B 07a?P..Tz INSPECTION DATE: /i-5-9 7 - PLAN FILE: ___________ _ BLDGPERMIT:_rt_. _r__;·~_e_. -=-~--==£'-------- OTHER=------------~- Material Sampling PAGE OF CTE JOB# __,._,./()"'--·-=~=-~"---- REPORT# ______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( )"STRUCTURAL STEEL ( ) BOLTS . ~.,·;·~·:,:~;E~~\iJ~:,··;;:"~:.;··.;, ·::_::~~'.~~Efj,:ri1t12&tf p~~t~~~~~~~:~,~~ij~~~~f~~~~(<~t~·t::?)t~,g:; f110tvtro1<£Q £fox t: 11v0zt=e,L-L1t'-ttotv .c)f--=+f-5 R.EE>Arf. NAME: (PRINT) --"----"C,"---'A_C--"-'-A_S~-----SIGNATURE:_a_.e,_·_~_-_~__;;_-==--.;;.._---- CERTIFICATION NO.: ~!3_3/~1t.f_0 ______ _ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 CoNsTRucnoN TESTING & ENGINEERING, INC. ESCONDIDO• MODESTO • CORONA• OXNARD • RENO • SEA TILE • LAS VEGAS ENGINEERING, INC. INSPECTION REPORT PROJECT NAME: c:Jdy-SSAy (}o/-f) ADDRESS: __ 19&...£-%,..,..,_~.___..._k~~ ..... o~,.,-9_s_f. __ ~ k'.6 ,,,.,1 ARCHITECT: £.,•/-{_ ~'4/'.½.:.~ /l~d, t ENGINEER: ___ ..... t..,..ot_/,...___._~..:..;"',.,-+'f.L.:t;_,.=· ,,..Jt..=1__,;.__.,,_f __ CONTRACTOR:?;~"---,-_ --"'~'--o-"',,C..:.d.,___....9-_..t-=":.=k=,d=--=:s-=-· __ INSPECTION DATE, ----<-/_/-....,.);.;...s-,=----9::......,_7 __ _ PLAN FILE: ___________ _ BLDG PERMIT: ____ _.9'--L-7_-;;_;J..xcg-'-'_f,_,.L'--__ _ OTHER: _____________ _ PAGE_LOFL CTEJOB# /~-d)*St8 REPORT# ______ _ .....,;iii,,,i,;ii~liiiioiii,....:,;;.~ .................. ~..:..... ...................... ..,,;;,;,,.........;;..,.....,. ,'i Material Sampling ( ) CONCRETE ( ) MORTAR / (..3) GROUT ( ) FIREPROOFING ( ) STRUCTURAL STEEL ( ) BOLTS ( ) MASONRY BLOCK '4 ~ ( ) REBAR ;;__ .. .f ·· · ~~:r~.T:~P~i~_,:i~"' --.~,--;.R~~~t9¥9i;ij~~~i\~it:~t{f'j}r; ! /.vti,~e,I t4 ..c:1/4a,, ~-T 9-~/4;/,,$,;,.,.... q t>4m+f-1«t'.x @s,.;,..Tyi::,115c,a -.;. ~ ~ ~ I-d ,au£ ,&4-~~ 'f-:..5'/4~~ 811c,los«M 1,y¥1-//4, NAME: (PRINT) A,,..,,¥. g tlz4..... CERTIFICATION NO.: .&i}· -~ :z:,c' CAA 2 SIGNATURE: We 7tf ~ GEOTECHNICAL& CONSTRPCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUirnutTE G ESC0NDIDO, CAQ'.4029 (619) 746-4955 FAX (619) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO• MODESTO• CORONA• OXNARD• RENO• SEATTLE• LAS VEGAS ENGINEERING, INC. INSPECTION REPORT PROJECT NAME: CJ,_/ys.s l?y ADDRESS: 1'11, 'l Kc II ap? s f cf1t&t.s1,tte1 ARCHITECT: _!gb,t, ·-fl C'~.s«/i;__, fl,(c/J, ENGINEER: ------'--'(~,1-'J,,..__-ICE,'--<~.U,~.t='l.-l(ICI. ,...1(.,..,-""~'-l--(' -~ CONTRACTOR: _ ___,;;:&~o-o;;....:..,,,:c/"--4:;___;_£.=o'-""h,t"""-=,qjL.:!~e.__-'--- INSPECTION DATE: --~/.~'/._--)~<f~--2~7:----- PLAN FILE: ___________ _ BLDG PERMIT: __ ~'/,._--4-2_·-_a__,_,,_8'--'f"-','5: ____ _ OTHER: _____________ _ Material Sampling PAGE _L OF _L CTEJOB#-"l~~"'---_.,_2~~-~3---S.___ REPORT# ______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS :-: ··:: ._ ~~-:~t~~~e~~~~,~ll~~~~~~~~~~:~~~~~~~~~:~:,?~~~~~~~~ //JJ~J I)¼. Llfy<tj ¥ ¥ g" ,&/ocR d Lt7«f,12f~ si:: $ /,,/t~ Id c/~..£etM t,..JA--1/s. :JIVc/ ~i flt-r/lo~ 9 ''1'' ~ gl 9 n /4j4 µ,e ~~ en. 1t,"7ter1Ji.A-d /,?lrl--1: ~ I (Mc, ecr 6,A. "''"rz, f?l?-t' ) NAME:(PRINT) l:u .. nny I( /I.e.(,;:, SIGNATURE: ~ £~ CERTIFICATIONNO.: ,S'(J ~~~ ~ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA n929 (619) 746-4955 FAX (619) 746-9806 ., •- CoNSTRUCTION TESTING & ENGINEERING, INc. ESCONDIDO • MODESTO • CORONA• OXNARD • RENO • SEA TILE• LAS VEGAS ENGINEERING, INC. INSPECTION REPORT ARCHITECT:. b;J.,c/_,/,f'/4~.S ENGINEER: ___________ _ CONTRACTOR: G;,0£'-/ ~ /~c-ts INSPECTION DATE: ./~-. t),;) -9 2 PLAN FILE: j>. C. A,/(2 • J') -dJg?t.L BLDGPERMIT: 2 "?.:2?!,C . OTHER: ____________ _ PAGE _l__ OF_ CTE JOB # I~ -d,S:.:?8' REPORT#__,~~~,,,~e~--- Material Sampling ( ) CONCRETE ( ) MORTAR {X) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS NAME: (PRINT) /-, pc1/T:£,./tpd.S CERTIFICATION NO.: /eJ •.3.2 Yc.L.3-'?'/ SIGNATURE,~¥ GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCON])IDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 CoNSTRUCTION TESTING & ENGINEE~G, ~c. ESCONDIDO • MODESTO • CORONA• OXNARD • RENO • SEA TILE • LAS VEGAS ENGINEERING, INC. INSPECTION REPORT PROJECT NAME: C)~..:t'.S;,V G" I-# ADDRESS: .12~ 9 h,/hJJ Live. c~ rkj ,"'7 C:.2 . . ENGINEER:---------'----- CONTRACTOR: 6~tu:f'cf ~ ler7s JNG INSPECT~N DATE: /o} -0 3 -f 2 r.C.No.i".l ' PLAN FILE: T 2 '9 B7' 2,r; BLDG PERMIT: 1° /;) K' 2L OTHER: ______ ~---------- Material Sampling PAGEL_OFL CTE JOB # /t; -,;;). c.1r REPORT#_L~,.,.J~O---- ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS NAME: (PRINT) ,< s>C')V Z: k v'9L2S CERTIFICATION NO.: ,LeJr'L'J ~ -3''-j SIGNATURE:~ a.~L 7 GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO • MODESTO •CORONA• OXNARD • RENO • SEA TILE• LAS VEGAS INSPECTION REPORT PROJECT NAME: Oa vssx 6~ c:.. F ADDRESS: 194q ke~L.<2'-,;; Av?-. CA-t?,SBdP I CA-., ARCHITECT: 5m tTII Cm;sµ.:..7%AfC IJRc.il, ENGINEER: Lfz. J-1 EN~11u.ee£1A1c;;..,,, l&c. CONTRACTOR: G oc,n i: f?a,91=12 rs INSPECTIONDATE: //-28-27 PLANFILE: __ _z_ __________ _ BLDG PERMIT: ______ ~---'-7_-_-z.-=-'g=-"-'3-=S-"--____ _ OTHER: ____ _,_ _________ _ Material Sampling PAGE _I_ OF _L_ CTEJOB# __ i_a_·-~2~£-? ........ B._ __ REPORT# _______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS ABOV.1$, /}-C,I ,U 6 NAME: (PRINT) -J.~~~L...,_g_,._L~~::$::~~:__ SIGNATURE: ~~::Z.C~:._.!.~c...L.~~~~-- CERTIFICATION NO.: '2-88 .S/1('";.,..,.,/<.: 90 .§?ft!B jl. GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD AVENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO • MODESTO • CORONA • OXNARD • RENO • SEA TILE• LAS VEGAS INSPECTION REPORT PROJECTNAME: OODY't ~ I ADDRESS: l 'j '-1 k:«&,aa) ~r h412 ARCHITECT:_"'-'s:t-'-t'.h:~d1,~· ·~-------- .t:l 1... (/ ENGINEER: ___ f_\.,_r:i ________ _ CONTRACTOR: __._G..__ ..... rr:_,lf--=--------- INSPECTION DATE: I { /t2, I., f: J J PLAN FILE: ------------------ BLDG PE RM IT: q ]-,i?..42,!7 OTHER: _____________ _ Material Sampling PAGE OF CTEJOB#_V_~_-~_.l.,_J~3~! __ _ REPORT# ______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS SIGNATURE: .o. GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA9iQ29 (619) 746-4955 FAX (619) 746-9806 ·SAN DIEGO, CA 2414 Vlney2rd Ave. Suite G FJcondldo, CA 92029 (760) 7 46-4955 (760) 746-9806 FAX RIVERSIDE, CA 490 E. Princel21ld Ct. Suite 7 Corona, CA 91719 (909) 371-1890 (909) 371-2168 FAX VENTURA, CA 1645P:ldficAve. Suite 105 Oxnard, CA 93033 (805) 486-6475 (805) 486-9016 FAX TRACY,CA 392 W. Larch Rd. Suite 19 Tracy, CA 95376 (209) 839-2890 (209) 839-2895 FAX . REPORT OF COMPRESSION TESTS PROJECT: PROJECT NO: 10-2538 PROJECT ADDRESS: TO BE BILLED: IANCASTER, CA 4215610th SL W. UnltK Lanaster, CA 93534 (805) 726-9676 (805) 726,9676 FAX CONTRACTO~: PLAN FILE NO.: Odyssey Golf ,1969Xellog~venJ.1e, Carlsbad, CA Good & Roberts ARCHITECT: ENGINEER: Smith Consulting R2H Engineering BUILDING PERMIT NO.: 97-2895 CONTRACT NO.: SAMPLE DATA REPORT OF: _ Concrete _ Mortar _x..__ Grout Other Supplier: Mix Description: Mix Number: Pre-Mixed Concrete Co. 4011500 Placement Date: Ticket Number: Truck Number: 11/25/97 193681 377 Slump: 6" Time in Mixer: 120 Minutes Type Cement: II Admixture: Concrete Temp: Amb. Temp: Air Content: Location of Placement: 2nd Lift, Equipment and Storage Enclosure Walls Special Test Instruction/Remarks: 1@7, 2@28 Required Strength (F'C), Samples Made By: ,4000,,BSI @ 28 days DA Design Strength: Tested By: JAF LABORATORY DATA Age Lab Control Date Tested Dimensions Test Area Max Load No. in Inches Sq. Inches Pounds 7Days 04A 12/02/97 2.90x 3.06 8.87 37,500 28 Days 04B 12/23/97 3.05 x2.98 9.09 47,500 28 Days .04C 12/23/97 2.99 x3.07 9.18 46,000 Reviewed by: Curtis V. Olander CVO Date: Januruy 9,' 1998 Compressive Strength PSI 4,230 5,230 e6;01c0 All snmpling and testing conducted In occonlancc with AS'IM Standald Dcslgnotlons C31•9l,.C39-86, Cl38-92, CUJ.90, Cl73-93, C231-91B, C470-93A, CS! 1·92, C,;[7-87, FCI077-92, Cl231, E-1-93, El7l-87 Conforms with Required Compressive Strength: ¼ Yes _ No Distribution: 1) Techplex Limited Partners 1) City of Carlsbad 1) Good & Roberts 1) Smith Consulting 1) Job File C-\PBAWCIS'IW53EI 48'04 WP GEOTECHNICAL AND CONST~UCTION ENGIN~ERING TESTING AND INSPECTION CoNSTRUCTION ·TESTING & ENGINEERING, INC. ENGINEERING, INC. SAN DIEGO, CA 2414 Y-meyri Ave. Suite G Esa>ndido, CA 92029 (760) 746-4955 (760) 746-98()6 FAX RIVERSIDE, CA 490 E. Princeland Ct. Suite 7 Corona, CA 91719 (909) 371-189() (909) 371-2168 FAX VENTURA, CA 1645 Pacific Ave. Suite 105 Oxnard, CA 93033 (805) 4866475 (805) 486-9016 FAX TRACY,CA 392 W. Larch Rd. Suite 19 Tr.icy, CA 95376 (209) 839-2890 (209) 839-2895 FAX REPORT OF COMPRESSION TESTS PROJECT: PROJECT NO: 10-2538 PROJECT ADDRESS: TO :BE BILLED: LANCASTER, CA 42156 10th St W. UnitK Lanaster, CA 93534 (805) 726-9676 (805) 726-9676 FAX CONTRACTOR: PLAN FILE NO.: Odyssey Golf "f9o9''K:ellcrggrAvenue, Carlsbad, CA Good & Roberts ARCHITECT: ENGINEER: Smith Consulting R2H Engineering BUILDING PERMIT NO.: 97-2895 CONTRACT NO.: SAMPLE DATA REPORT OF: _ Concrete Mortar ___x_ Grout Supplier: Mix Description: Mix Number: Slump: Type Cement: Concrete Temp: Mar Con Products 3½" Yards,%", 3000 PSI SL 90-044 10" II Amb. Temp: 70° Placement Date: Ticket Number: Truck Number: Time in Mixer: Admixture: Air Content: Other 12/02/97 2452 37 - 75 Minutes Location of Placement: Storage and Equipment Room, Courses 13-17, Equipment Enclosure, Courses 13-19 Special Test Instruction/Remarks: 1@7, 2@28 Required Strength (F'C): Samples Made By: ~2000, PSI @ 28 ~ays LE Design Strength: Tested By: 3000 PSI JAF LABORATORY DATA Age Lab Control Date Tested Dimensions Test Area Max Load No. in Inches Sq. Inches Pounds 7 Days 05A 12/09/97 2.95 X 3.13 9.23 23,500 28 Days 05B 12/30/97 3.05 X 3.17 9.67 37,500 28 Days 05C 12/30/97 3.12 X 3.03 9.45 25,000 Compressive Strength PSI 2,550 3,880 ..-21640, Reviewed by: Curtis V. Olander C VO Date: January 15, 1998 All sampling nnd testing condu<lcd in acoonlanccwilh ASIM Standanl Designations CJl-91, C3YJ3°92. CUJ-90. Cl73-93, C231-91B, C470-93A. CSI 1-92, C617-87, FCI077-92, Cl231, E-t-93, El71-37 Conforms with Required Compressive Strength: Yes ___ No Distribution: 1) Techplex Limited Partners 1) City of Carlsbad 1) Good & Roberts 1) Smith Consulting 1) Job File C:\PROJECTS\102538\LAB\05.WPD GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION CoNSTRUCTION lksTING & ENGINEERING,INC. ENGINEERING, INC. SAN DIEGO,.CA 2414 Vlneyud. Ave. Suite G ~ndldo, CA 92029 (760) 746-4955 (760) 746-9806 FAX RIVERSIDE; CA 490 E. Princelmd Ct. Suite 7 Corona, CA 91719 (909) 371-1890 (909) 371-2168 FAX VENTIJRA, CA 1645 P:icific Ave. Suite 105 Oxnard, CA 93033 (805) 486-6475 (805) 486-9016 FAX TRACY,CA 392W.L2rchRd Suite 19 Truy, CA 95376 (209) 839-2890 (209) 839-2895 FAX REPORT OF COMPRESSION TESTS PROJECT: PROJECT NO: 10-2538 PROJECT ADDRESS: TO BE BILLED: LANCASTER, CA 42156 10th St W. UnitK Lanaster, CA 93534 (805) 726-9676 (805) 726-9676 FAX CONTRACTOR: PLAN FILE NO.: Odyssey Golf -1;;1-969•Kellog-g::Avenue, Carlsbad, CA Good & Roberts ARCIDTECT: ENGINEER: Smith Consulting R2H Engineering BUILDING PERMIT NO.: 97-2895 REPORT OF: Supplier: Mix Description: Mix Number: Slump: Type Cexp.ent: Concrete Temp: SAMPLE DATA Concrete _x__ Mortar Type S/1,800 PSI II Amb. Temp:· CONTRACT NO.: Grout Placement Date: Ticket Number: Truck Number: Time in Mixer: Admixture: Air Content: Other 11/25/97 Location of Placement: 2nd Lift, Equipment and Storage Enclosure, 3rd Lift, South Wall Special Test Instruction/Remarks: 1@7, 2@28 Required Strength (F'C): Samples Made By: ... .1,800,HSI @ 28 days DA Design Strength: Tested By: JAF LABORATORY DATA Age Lab Control Date Tested Dimensions Test Area Max Load No. in Inches Sq. Inches Pounds ?Days 03A 12/02/97 2x4 3.14 5,200 28 Days 03B 12/23/97 2x4 3.14 7,350 28 Days 03C 12/23/97 2x4 3.14 6,500 Reviewed by: Curtis V. Olander [VO Date: Januazy 9, 1998 Compressive Strength PSI 1,660 2,340 ~;090} All sampling and testing conducted in 1K:coniancc with ASThl Standard Designations CJl-91, C39-860 C138-92. Cl43·900 Cl 73°93, C231•91B, C470-93A. CSl1•92, C617-87. FCI077-92, Cl231, fl.1.93, E171-87 Conforms with Required Compressive Strength,: X Yes __ _ No Distribution: 1) Techplex Limited Partners 1) City of Carlsbad 1) Good & Roberts 1) Smith Consulting. 1) Job File C:IPROJECTS\102S38\LAB\03.WPD GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION ,<f> CoNSTRUCTION ·n·sTING.& ENGINEERlNG,°iNC. SAN DIEGO, CA · • RIVERSIDE, CA VENTURA, CA TRACY,CA LANCASTER, CA 2414 Vmeyard. Ave. 490 E. Princeland Ct. 1645 Pacific Ave. 392 W. Larch Rd. 42156 10th St W. Suite G Suite 7 Suite 105 Suite 19 UnitK FMondido, CA 92029 Corona, CA 91719 Oxnard, CA 93033 Tracy, CA 95376 Lancaster, CA 93534 (760) 746-4955 (909) 371-1890 (805) 486-6475 (209) 839-2890 (805) 726-9676 ENGINEERING, INC. (76o) 746-9806 FAX (909) 371-2168 FAX (805) 486-9016 FAX (209) 839-2895 FAX (805) 726-9676 FAX January 14, 1998 CTE Job No. 10-2538 City Of Carlsbad Building Inspection Department 2075 Las Palmas Carlsbad, CA 92009 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION PERFORMED UNDER PERMIT NO. BUILDING PERMIT NO.: 97-2895 ADDRESS: 1969 Kellogg Street Director of Building Inspection: To the best of my knowledge all work requiring special inspection,testing,Reinforced Masonry,Visual Welding,Epoxy Dowel,construction observation or off-site fabrication for the structure constructed under the subject permit is in conformance with the approved plans and specifications and the applicable workmanship provisions of the Uniform Building Code. Print/Type Name: Thomas A. Gaeta Title: Civil Engineer Signature: JR ~Jb GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION -, . ..... ..... / l / /4. ,.,.-·-\ .--' __ ,,. " 1r?r·4J ft~; / /-·· / . . /J.: ........ -::.-..:1 ____ :..:.....,,::..:;:/ ..... ~--""'..,._::.;_ _____ ~-""~'-'':.-.:; :.i~_..., :_,~.r,,.;___,.:_/ ,, ' . International conference of Building Officials Larry T. Evans Jr. CERTIFIEI;) SPECIAL INSPECTOR · structural Masonry 1994 Edition -uniform Building code rne·fndividualnamed hereon is CERTIFIED in the category shown, having been so certified pursuantto successful completion of the prescribed written examination. Expiration date: Janua 18, 2000 No. 105245!•84 CIJISS:et11 Ul61 ",... ... ....... ·-.. -- r r< ;. . . . '• ( CoNSTRUCTION JEsTING & ENGINEERING, INC. SAN DIEGO, CA RIVERSIDE, CA VENTIJRA, CA TRACY,CA LANCASTER, CA 2414 Y-meyard Ave. 490 E. Princeland Ct. 1645 Pacific Ave. 392 W. Larch Rd 4215610th Sl w. Suite G Suite 7 Suite 105 Suite 19 UnitK F.,condido, CA 92029 Corona, CA 91719 Oxnir<l, CA 93033 Tracy, CA 95376 l.anc:lster, CA 93534 (76o) 746-4955 (909) 371-1890 (805) 486-M75 (209) 839-2890 (805) 726-9676 ENGINEERING, INC. (76o) 746-9806 FAX (909) 371-2168 FAX (805) 486-9016 FAX (209) 839-2895 FAX (805) 726-9676 FAX REPORT OF COMPRESSION TESTS PROJECT: PROJECT NO: 10~2538 PROJECT ADDRESS: TO BE BILLED: CONTRACTOR: PLAN FILE NO.: Odyssey Golf '19691K~ll15gg::-A"Y..enue;:-8ar.lsbird;::G:A.. Good & Roberts ARCHITECT: ENGINEER: Smith Consulting R2H Engineering BUILDING PERMIT NO.: 97-2895 CONTRACT NO.: SAMPLE DATA REPORT OF: Concrete _x_ Mortar _ Grout _ Other · Supplier: Job Mix Placement Date: 11/12/97 Mix Description: Type "S" Mortar Ticket Number: Mix Number: Truck Number: Slump: Time in Mixer: Type Cement: II Admixture: Lime "S" Amb. Temp: Air Content: Location of Placement: Typical 1st Low Lift, Enclosure Walls, North End@ Equipment Enclosure . Special Test Instruction/Remarks: 1@7, 2@28 Required Strength (F'C): Samples Made By: ..;;;~-:T8:.0:o-e"@@ 28 days DM ..... Design Strength: Teste~ By: 1800 PSI JAF LABORATORY DATA Age Lab Control Date Tested Dimensions Test Area Max Load No. in Inches Sq. Inches Pounds 7 Days 0lA 11/19/97 2x4 3.14 5,200 28 Days 01B 12/10/97 2x4 3.14 7,450 Compressive Strength PSI 1,660 2,370 28 Days 0lC 12/10/97 2x4 3.14 6,350 --=2.;.020") ' .c vr Reviewed by: . Curtis V. Olander V Date: December 24, 1997 All sampling :md 1es1ing conducted in;tCCOrd:an« wi1hAS'TM Swadanf Dcslgn;uionsCll•IJI. CJ946. Ct33·'>2. Cl4J-'.H,. C173-'J3, C?Jl-91B. C47C)-1J'tA. C.Sl l-92, C617-87. FC1077-92, C123l. e.t .. 93. 'E171.-37 Conforms with Required Compressive Strength: X... Yes _ No Distribution: 1) Techplex Limited Partners. 1) City of Carlsbad 1) Good & Roberts 1) Smith Consulting 1) Job File GEOTECHNICAL AND CONSTRUCTION ENGIN~ERING TESTING AND INSPECTION CoNSTRUCTION '}EsTING & ENGINEERING,.INC. SAN DIEGO, CA RIVERSIDE, CA VEN'l1JRA, CA TRACY,CA LANCASTER, CA 2414 V"tneyvd Ave. 490 E. Princebnd Ct. 1645PlldlicAve. 392 W. Larch Rd. 42156 10th SL W. Suite G Suite 7 Suite 105 Suite 19 Unit It Escondido, CA 92029 Coron2. GA 91;19 Oxnard, CA 93033 Truy, CA 95376 J.anaster, CA 93534 (760) 746-4955 (909) 371-1890 (805) 4866475 (209) 839-2890 (805) 726-9676 (760) 7 46-9806 F.~'t (909) 371·2168 F.U (805) 486-9016 FAX (209) 839-2895 FAX (805) 726-9676 FAX REPORT OF COMPRESSION TESTS PROJECT: PROJECT NO: 10-2538 PROJECT ADDRESS: TO BE BILLED: CONTRACTOR: PLAN FILE NO.: Odyssey Golf •1969.:Ke.llogg:-Avenue;::Garlsbad,~GA Good & Roberts ARCHITECT: ENGINEER: Smith Consulting . R2H Engineering BUILDING PERMIT NO.: 97-2895 REPORT OF: Supplier: Mix Description: Mix Number: CONTRACT NO.: SAMPLE DATA Concrete Mortar _x_ Grout _ Other Pre-Mixed Concrete Co. %" P.G., 6.5 SK 2511500 Placement Date: Ticket Number: Truck Number: 11/19/97 90793 Slump: 9" Time in Mixer: 60 Minutes Type Cement: II Concrete Temp: Amb. Temp: Location of Placement: 1st Lift, Equipment Enclosure Special Test Instruction/Remarks: 1@7, 2@28 Required Strength (F'C): Samples Made By: ~Woe=P'SI @ 28 days CT Admixture: Air Content: Design Strength: 2000 PSI Tested By: JAF LABORATORY DATA Age Lab Control Date Tested Dimensions Test Area Max Load No. in Inches Sq. Inches Pounds 7Days 02A 11/26/97 3.01 X 3.06 9.21 24,000 28 bays 02B 12/17/97 2.89 X 3.17 9.16 37,500 28 Days 02C 12/17/97 3.06 X 3.16 9.67 39,500 Reviewed by: Curtis V. Olander C \/0 Date: · January 5, 1998 Compressive Strength PSI 2,610 4,090 .. ..c'4;0!QJ ~· All sampling and tcslinc c:ooducted illocconbnce 1Vith ASlMSwwlanl I>aipations C31•9l, C39-16, Cl38•92. CUJ.90, Cl73-93, C231-91B, C470-93A. C511•92, C617-87, FC1077-92, Cl231, E4•93, El71-87 Conforms with Required Compressive Strength: _25; Yes -. _ No Distribution: I) Techplex Limited Partners 1) City of Carlsbad 1) Good & Roberts . 1) Smith Consulting 1) Job File GEOTECHNICAL AND _CONSTRUCTION ENGINE~RING TESTING AND INSPECTION CONSTRUCTION TESTING·.& ENGINEERING, INC. SAN DIEGO, CA RIVERSIDE, CA VENTIJRA, CA TRACY,CA LANCASTER, CA 2414 Y-meyw Ave. 490 E. Princeland Ct. I 645 Pacific Ave. 392 W. Larch Rd. 42156 10th St. W. Suite G Suite 7 Suite 105 Suite 19 Unit K Escondido, CA 92029 Corona. CA 91719 Oxnard, CA 93033 Tracy, CA 95376 Lancaster, CA 93534 ENGINEERING, INC. (76o) 746-495; (909) 371·1890 (805) 486-6475 (209) 839-2890 (805) 726-9676 (76o) 7 46-9806 f.U (909) 371,2168 f.U (805) 486-9016 FAX (209) 839-2895 f.U {805) 726-9676 fA.X REPORT OF COMPRESSION TESTS PROJECT: PROJECT NO: 10-2030 PROJECT ADDRESS: CONTRACTOR: .,I,969.,,P.alomar.Qaks-Way Carlsbad, CA Koll Construction TO BE BILL~D: ARCHITECT: Sierra Cascade Concrete Co. McGraw/Baldwin/Dasse PLAN FILE NO.: ENGINEER: BUILDING PERMIT NO.: 96-0276 SPEC NO.: SAMPLE DATA REPORT OF: _x_ Concrete Mortar Grout _ Other Supplier: Escondido Ready Mix Concrete Placement Date: 10/30/97 Mix Description: %" Pump Mix Ticket Number: 310261 Mix Number: 67P Truck Number: 400 Slump: 5¾" Time in Mixer: 104 Minutes Type Cement: II Admixture: Pozz Concrete Temp, 83 ° Amb. Temp: 71 ° Air Content: Location of Placement: Kiln Room Mezzainne Deck.and Brace Frame Footings · Special Test Instruction/Remarks: 1@7, 2@29 Required Strength (F'C): ~~ooo-PSJ:iat 28 Days RGH Design Strength: 3000 PSI Samples Made By: Tested By: JAF LABORATORY DATA Age Lab Control Date Tested Dimensions Test Area Max Load Compressive No. in Inches Sq. Inches Pounds Strength PSI 7 Days 06A 11/06/97 6 X 12 28.27 85,500 3,020 29 Days 06B 11/28/97 6 X 12 28.27 117,000 4,140 29 Days 06C 11/28/97 · 6 X 12 28.27 119,500 ---=::=4-;Q--3'0") Reviewed by: Curtis V. Olander (VO Date: January 5, 1998 All sampling ond testing conducted in acconloncc with AS1M Standard Designations C31•9l, C39-36, Cl}B-92. Cl43-90. Cl73-93, C23 l0918, C470,93A. CS! 1•?2, CGl7-87. FCI077,?2. Cl231. E-1-93, E171-87 Conforms .With Required Compressive Strength: ..X Yes _ No Distribution: 1) Todd Helseth 1) Koll Construction 1) City of Carlsbad I)) Job File GEOTECHNICAL AND CONSTRUCTION· ENGINE;ERING TESTING -AND INSPECTION CoNsTRucnoN TESTING & ENGINEERING, INC. ESCONDIDO • MODESTO • CORONA• OXNARD • RENO • SEA TILE• LAS VEGAS ENGINEERING, INC. INSPECTION REPORT PROJECTNAME: () DYSS y c.,.oLF. ADDRESS: I Cf(oq k'e..llo_§fj 1 C4R.f.s bad. ARCHITECT: _ __.,,~__.,:!~-~"~~-------- ENGINEER: ___ ]...._~UJ-_.-....£'-6~------- CONTRACTOR: G-ooti d': e..cbEJ?--¼ INSPECTION DATE: i [ / l 2.., ! 't, J: ( b PLANFILE: ____________ _ BLDG PERMIT: 'j f -2S 1 S- OTHER: _____________ _ Material Sampling PAGE OF CTE JOB # LO -2..5 38 REPORT# ______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCONDIDO, CA 92029 (619) 746-4955 FAX (619}746-9806 CoNSTRucnoN TESTING & ENGINEERING, INC. ESCONDIDO • MODESTO • CORONA• OXNARD • RENO • SEA TILE • LAS VEGAS ENGINEERJNG, INC. INSPECTION REPORT PROJECT NAME: 0 D 'r .S s Y G-c f ..P ADDRESS: l 't VJ 9 k;:'~ f I O_jj l~ t , ) CA::Jt,ls· ba.c1. ARCHITECT: j YY\ \ }h . ENGINEER: R l J, s h . CONTRACTOR: c~c:2 ~ Ro b f.-&b INSPECTION DATE: l / / 1 I } C\ j: . PLAN FILE: ___________ _ BLDG PERMIT: ' J: -2,.. 8 j 5" _, OTHER: --------------- Material Sampling PAGE_OF CTE JOB # / 0 -2 S .S 8 REPORT# ______ _ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS NAME: (PRINT) .D/41U m L /}J )b_ SIGNATURE: KJ.~~~_L_L-:...__:_~~=- CERTIFICATION NO.: c,:${3,</2., . ~U GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEYARD A VENUE SUITE G ESCO~DIDO, CA 9~029 (619) 746-4955 FAX (619) 746-9806 CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO • MODESTO • CORONA• OXNARD • RENO •SEATTLE• LAS VEGAS ENGINEER1NG, INC. INSPECTION REPORT PROJECTNAME: Csll::aw-ay Got-f ADDRESS: 19'2 Cf I< e !lo 99 Av-e, Cclrls 6 ~ c1. 1 c?a . . . ARCHITECT: Sm,, rh C4nsu;.,Lz,.,.9 A~. ENGINEER: R,;J_. H e~ 1 u,eer,n 9 coNTRACTOR: G<?CXi £ Robeds INSPECTION DATE: / /-/9-9 7 PLAN FILE:------~-~--~- BLDG PERMIT: __ C/_7-~-=e.~8~Cf~S~----- OTHER: _____________ _ Material Sampling PAGE I OF I CTEJOB# /() -2S3£ - REPORT# ______ _ ( ) CONCRETE ( ) MORTAR. {)<) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS NAME: (PRINT) C':-9d Y-u-rley CERTIFICATION NO.: CM 4-1-/2..</ 1 SIGNATURE: ----z::;./ ;t; ~ ICl3 o 111. 3.J<;o/ · GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VINEY~RD A VENUE SUITE G ESCONDIDO, CA'92029 (619) 746-4955 FAX (619) 746-9806 ·pooR QUALITY ORIGINAL S 11-21-1997 3:Ll.2PH FRUM SM l l H_LUI\J.':)UL l ! I\Ju-uu, u, ~..,_..,_.__~~· · ll&>4-~·{ f TRANSMITTAL To. p/LL-////c II[};U Company: G:IJOJJ / /2tJ6E-i?.,7S ATTACHED: rrnxz;-:r:::c;;m:;;v:;;:rncrcr t r:r:v ZC:..: No. Copies I TRANSMITTED VIA: J:f-FAX(Sheet1 of 2-) 0 Mail 0 Messenger 0 Overnight Delivery 0 Other ma -------- REMARKS: n r r ,~m!?"" t 1~ -C _ _ DISTRfBUTJON: SCA File L-/J!LJ G;t_.,t/5 SILL-I 8fl. V )bl) 1/?l,,,/77 :Bt-E-- 6 ~ /2-0~/3/C-£ \ Smith Consulting Architects Architecture and Planning Date: //-'Z / --9 7 Project No. CJ 72/f (;., ProJect: OOY Si: E.. C/ Got.-~ ------------------ ACTION For yo·Jr approval For your review and comment As requested For your use I files Revil:"!wed as noted No exceptions taken Revise / Resubmit With Encl [.: W/O Encl. 0 C 0 0 5355 Mira Sorrento Place • Suite 650 • San Diego, California 92121 • (619) 452-3188 • Fax (619) 452-3907 11-21-1997 3: Ll3PM FROM SM ITH_CONSUL Ti NG-OUT 6 l 9LL523907 r . .,_ ~ .. / ( ( \ \ '"l \ { l -~TOF \.. l4l IN L~rrr1 $l-1drJ~o \\ \ \ \ \ \\ \ "\\ ' -~ ~\!-. STORAGE\ ~ \ \ / < ~ ' "-. ) i" EQPT.RM. , , \ t..\ l_J_3 ~ I \ \. I \ \ ---..... \ \ \ \ ' ' i ' '. t \ \ ; \ . -"\,, \ \. ) \ ' t_ ·, \ "\ ' \ \ .. , "'\ ~ \ \ l, ' f • ... \ \ "\.. ,'/. ' ' ·.J. . \ \ ( r-~-, \ CALLAWAY GOLF , .. -.. ,,... ~~. I -- Odyssey Coif SCA Project No.: 97246 ' ,,.. . ----~"··-·-c .. _ •• , __. l 1-t I -17 EsGil Corporation Professiona[ Pfim ~view 'Engineers DATE: October 23, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2895 PROJECT ADDRESS: 1969 Kellogg PROJECT NAME: Callaway Golf SET: II ·Odyssey Golf Facility ~PPLICANT b:::r JURIS. D PLAN REVIEWER D FILE -D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. rgj 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. NOTE: Plans hand-carried by applicant. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person.· D The applicant's· copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. · rgj Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Mark Langan elephone #: appt. Date contacted: 10/23/97 . (by: ) Fax #: Mail Telephone Fax In Person rgj REMARKS: The designer stated that ike Peterson has approved the proposed exiting from the lower level Break Room. Please erify. · Note: The dust collection system will be installed in stages. Prior to final oc upancy, complete plans for the finished location shall be submitted. By:· Kurt Culve,; Enclosures: Esgil Corporation · 0 GA O CM O EJ O PC log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 DATE: October 14, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2895 C EsGil Corporation Prof~sionaf Pfati $.{.view 'Engineers SET:I PROJECT ADDRESS: 1969 Kellogg Ave. PROJECT NAME: Callaway Golf Odyssey Golf Facility D APPLICANT ..,'1.'JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D ihe plans transmitted herewith have significant deficiencies identified on the enclosed check list/ and should be corrected and resubmitted for a complete recheck. r ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. , ~ D The. applicant's copy of the check list is enclosed for the jurisdiction to forward to the applic~t contact person. ~ The applicant's copy of the check list has been sent to: Smith ·Consulting 5355 Mira Sorrento Pl. San Diego 92121 Attn: Michael Woomer ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Kurt-Culver Enclosures: Esgil Corporation 0 GA 0 CM D EJ 0-PC 10/6/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-2895 October 14, 1997 ( PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 91-2895 OCCUPANCY: S1/Fl/-B TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: n/ c · SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY . JURISDICTION: 10/2/97 .DATE INITIAL PLAN REVIEW COMPLETED: October 14, 1997 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Storage/Manuf./ Office ACTUAL AREA: TI= 34413 Addition= 785 STORIES: 2 HEIGHT: n/c OCCUPANTLOAD: -150 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/6/97 PLAN REVIEWER: Kurt Culver This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservatibn, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a .building permit. Code sections cited are based on the 1994 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be rn conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note .on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1994 UBC) comforw.dot Carlsbad 97-2895 October 14, 1997 • GENERAL 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three· sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning,· Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 3. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Occupancy Group (Please-revise the occupancy classification of the storage to "S1" and the manufacturing to "F1") 4. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. • EXITS 5. Revise the occupant load factors in the manufacturing and storage areas on sheet AS-1 to use the factors given in UBC Table 10-A. With the requested change, it appears two exits may be required from some areas. 6. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1013.1. ( Carlsbad 97-2895 October 14, 1997 7. Rooms with more than 10 occupants may have one exit through one adjoining room. Revise exits -to comply. Section 1003.5. 8. In areas where the-occupant load is at least 30, two exits are required. Per sheet AS-1, the total occupant load into Room 132 will require two exits .. Table 10-A. 9. Exit corridors shall not be interrupted by intervening rooms. Section 1005.1. The Break Room occupants must pass through a corridor that is discontinuous. Whether the corridor must be rated or not, it must always be continuous. This applies to both levels. · 10. Per ICBO interpretation, if the corridors within the office area will be non-rated due to the exceptions in Sec. 1005, then the office area must have a one-hour vyall (with· rated openings) between it and the non-office areas. • FRAMING 11. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 12. Revise the floor framing scale on sheet S-4 to ¼". • TITLE 24 DISABLED ACCESS 13. Provide notes and oetails on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. • ADDITIONAL 14. Please see the following sheets for PME corrections. 15. To speedup the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. -· C Carlsbad 97-2895 October 14, 1997 16. Please indicate here if any changes have been made to the plans that are not a result of corrections from this -list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans no~ resulting from this correction list? Please indicate: CJ Yes CJ No 17. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. - + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek 1. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. a) Clearly show types of hazardous material is being stored or used. Provide the material safety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. c) Clearly show where in the buildings each type of hazardous material is being stored or used. d) For fumes or vapors that are heavier than air, exhaust shall be taken from a point within 12 inches of the floor. UFC, section 8003.18.2-5. • PLUMBING (1994 UNIFORM PLUMBING CODE) 2. Detail required ladder access to water heater if more than 8 feet above the floor. UPC section 511.2 • MECHANICAL (1-994 UNIFORM MECHANICAL CODE) 3. Provide mechanical plans showing existing and proposed HVAC equipment, ducts and access to equipment. Carlsbad 97-2895 October 14, 1997 C 4. In Groups 8, F, M, and S Occupancies, or portions thereof, where Class I, II, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. USC, Section 1207.S(UBC, Section 1202.2.2 should be corrected to read like UBC, Section 1207.5 was corrected. Note there was no code change to remove the new F, M, and S Occupancies from this ventilation requirements.) 5. 'Equipment, machinery or appliances which generate finely divided combustible waste or which use finely divided combustible material shall be equipped with an approved method of collection and removal.' USC, Section 306.8 6. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Detail the required make-up air as per UMC, Section 505.6. b) Detail the exhaust.outlet clearances as per UMC, Section 609.10. c) Clearly show the exhaust.duct material and gage used for each duct size. See UMC, Table 5-8. d) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 505.1. e) Detail minimum duct conveying velocities as per UMC, Section 505.4 and Table 5-A. f) Detail duct cleanouts as p·er UMC, Section 609.4. g) Detail required explosion venting .of dust collections systems as per UMC, Section 609.5 h) Detail duct support as per UMC, Section 609.6. i) Detail fire protection as per UMC, Section 609. 7. j) Detail' clearances from combustibles as per UMC, Section 609.8. k) Detail protection from physical damage as per UMC, Section 609.9. 7. Provide mechanical plans, details and calculations of the dust collection system. See Detail 2 on.sheet A-11. • ENERGY CONSERVATION 8. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 9. Show the daylit areas and required daylit area lighting controls for lighting in daylit areas. Title 24, Part 6, Section 131(c). ( Carlsbad 97-2895 October 14, 1997 1-0. The ENV-1 forms on sheet T-24 must be signed by the Documentation Author and the Principal Envelope Designer. 11. The L TG-1 forms on sheet E-1 must be signed by the Principal Lighting Designer. 12. The MECH-1 forms on sheet T-24 must be signed by the Documentation Author and the Principal Mechanical Designer. Note: If you have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. + EL~CTRICAL PLAN REVIEW + 1993 NEC + PLAN REVIEWER: Eric Jensen 13. Detail the cord drop: Show cord type, strain relief, cord support at structure, and .box type on the detail. 14. Show the available fault current (lsc.) from the serving Utility Company and at any equipment where lsc. exceeds 10,000 amperes. 15. Specify the AIC ratings· for all feeder overcurrent devices and the main service disconnect device. 16. If the electrical service is a series-rated design, please note the following on the electrical plans: "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with the requirement of NEC 110-22" and "The overcurrent devices shall be AIC rated per the manufacturers labeling of the electrical equipment". 17. Clearly specify on the electrical sheets which types of wiring method(s) will be used for this project. Be sure to detail any special wiring methods that may be necessary in different areas pf the tenant improvement. 18. Each sheet of the e,lectrical plans must be signed by the qualified designer. 19. Include the existing exit signage and ~xitway illumination for the assemble area( s) on the floorplans. • Carlsbad 97-2895 October 14, 1997 20. Any classified locations: dust collector, "storage room"? 21. Detail the gate hardware at the electrical fenced enclosure. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS • DISABLED ACCESS PARKING SPACES 1. Revise site plan to show compliance with the required number of accessible parking spaces for new facilities, (or at existing facilities where-a change of occupancy occurs). Per Table 11 B-7 the minimum number of spaces is: a) 1 for each 25 spaces up to 100 total spaces. b) 1 additional space for each 50 spaces for between 101 and 200 total spaces. THEREFORE, 5 STALLS ARE REQUIRED. 2. Revise site plan to show that accessible spaces comply with Section 11298.4.1 as follows: a) Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0i' loading and unloading area on the passenger side of the vehicle. • SANITARY FACILITIES 3. Show that the accessible rest room is to be provided: a) A 60" minimum diameter clear space measured from the floor to a height of 27". Show this at 6/A6. · End of Document Carlsbad 97-2895 October 14, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2895 PREPARED BY: Kurt Culver DATE: October 14, 1997 BUILDING ADDRESS: 1969 Kellogg Ave. BUILDING OCCUPANCY: B/S1/Fl TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING ARPA VALUATION VALUE (ft. 2) MULTIPLIER ($) Tl/Addition 894,738 Air Conditioning Fire Sprinklers TOTAL VALUE 894,738 IZ] 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 3224.50 IZ] 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 2095.93 Type of Review: IZ] Complete Review D · Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 1676.74 Comments: Sheet 1 of 1 macvalue.doc 5196 -- City of Carlsbad M #i ;g. ii lt44 Ii ;g. I •24-i=i I;; ,t§ Ii I BUILDING PLANCHECK CHECKLIST 'DATE: f0=/).7-17 PLANCHECKNO.: cs97cAg13 BUILDINGADDRESS: [qft,q b--t.~tt:r ~ _ _ PROJECT DESCRIPTION: ~l ftd-a. r;t Mfk---e * /Y)fJnu-;fuc fcerc'u 5::11-;JD;zf ASSESSOR'S PARCEL NUMBER: ___________ EST. VALUE: ;--.e_ Oct.Se_ 1-o ENGINEERING DEPARTMENT D!f c'c_,e__ e' APPROVAL. DENIAL 1 l?S-;u (leco· Please see the attached report of deficiencies (j) Hie .p The -item you have submitted for review has been approved. · The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicabie codes. Please review .carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: marked with D. Make necessary corrections to plans '-- or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: By: Date: FOR OFFICIAL USE ONLY ~ ,ENGINE~:~ION TO ISSUE BUIL:DING PERM,~ -By:/fl.,W~~--. · . ·. Date: ~ ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: Michele Masterson City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619)438-1161,ext.4315 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 \\LASPALMASISYSILIBRARYIENGIWORO\DOCS\CHKLST\Bullding Plancheck Cklst BP0001 Form MM.doc . ti Rev.os, 03'~075 Las Palmas Dr.• Carlsbad, CA 92009-~ 576 • (619) 438-1161 • FAX (619) 438-0894 ,; l 0 0 0 BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow 8. Existing & Proposed Structures C. f;::x:isting Street Improvements D. Property Lines E. · Easements F. Right-of-Way Width & Adjacent Streets G. Driveway widths O 2. Show on site plan: 0 0 A Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining ·street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography 3. Include on title sheet: A Site address 8. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. ________________________ _ 4b. All conditions are in compliance. Date: __________ _ 111.ASPALMASISYS\LIBRARYIENG\WORD\OOCSICHKLST\Bulldlng Plancheck Cklst BP0001 Form MM.doc Rev. 09/0~/97 2 1 ST,/ Q 0 D Q Q 3RD,1 Q . Q BUILim!G PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ ______ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the apprbpriate legal description together-with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building ·Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:____________ Date: -----''---- IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time. of building construction whenever the value of the construction exceeds .$ ______ _, pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: _____________ _ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: ___________ _ Date: ----- 6b. 'Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _______ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: ~~6;~:\SYS\l.lBRARY\ENG\WORD\DOCS\CHKLST\Bulldlng Piancheck Cklst BPOOOI Fonn MM.doc 3 1 st.r CJ CJ CJ CJ u CJ t(/ ~6 CJ CJ CJ CJ CJ ;CJ CJ CJ BUILDING PLANCHECK CHECKLIST 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS . The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). Write "Nb Grading" on plot plan if none i~ required. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must .be issued and rough grading approval obtained prior to .issuance of a Building Permit. Grading lnspeQtor sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7d.No Grading Permit required. 7e.lf grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent fo. the public Ri§ht-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, §~wer and water utilities. Right-of-Way permit required for: I\LASPALMASISYS\LIBRARY\ENGIWORD\DOC!;ICHKLST\Bullding Plancheck Cklst BP0001 Fonn .MM.doc 4 Rev. 09/03/97 0 0 0 0 BUILDING PLANCHECK CHECKLIST 9. A SEWER PERMIT is.required concurrent with the building permit issuance. The· fee is hated in the fees section on the following page. 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: 0 11. NPDES PERMIT q Complies with the City's requirements oJ the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive area.s. Plans for such improvements shall be approved by the City E gineer prior to issuance of grading or building permit, whichever occurs · st. 12. Required fees are attached 0 No fees required 13. Additional Comments: \\LASPALMAS\SYS\LIBRARY\ENG\WORD\OOCSICHKLST\Bullding Piancheclc Cklst BP0001·Form MM.doc Rev. 09/03197 5 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET X Estimate bas,ed on ur:iconfir.med information from applicant. Per (ntl A--e_ u){)()M-e r· ti Calculation ·based on building plancheck plan submittal. DY\-ltj/ ot 7 / 'f_ 7 . Address: / q {,, q h-eJ/aEJJ). Av,e _ Bldg. Permit No. C 6 CJ 7 ~ 81:J Prepared by:mAM..._ Date: Lo/.:L7 /1',lthecked by:----Date:----- EDU CALCULATIONS·: List types and squar:e footages for all uses . . ' See.-~~c_k_ /<?r ~r-20r..l:d'OU/A_ Types of Use: _ . _ . Sq. Ft./Units: __ ~-----EDU's: ,dv] 3 ADT CALCULATt9~ List types and squa~otages for all u~es. 5:Z ~ ~ ~ a c_/c_ -Pe,_r ,~ r--e.~ k ct ooJ IA.._ j [ 3 Types 'oruse: _ . Sq. Ft./l:Jnits: ______ ADT's: _ _,_--=-------- FEES REQUIRED: WITHIN CFD:.~ES {no bridge & thoroUghf~re fee, red1;1ced Traffic Impact Fee) 0 1. PARK-IN-LIEU FEE PARK AREA: / FEE/UNIT: _ p/2. TRAFFIC IMPACT FEE . iV AE>T's/UNITS: L/ 3 ~ BRIDGE AND THOROUGHFARE FEE ---- X NO. UNITS:. __ _ X FEE/ADT:~J-_ ADT's/UNITS:_____ X FEE/ADT: ___ _ ONO =$ _____ _ =$ ;;, 4 8'2 =$ 'ft '/J· FACILITIES ~ANAGEMENT FE~ ZONE: 5 ' / .UNIT/S0_.FT.: l 8 ~ X FEE/SQ.FT./UNIT: v 4 CJ := $ 1;V 5. SEWER FEE 3 J 1- PERMIT No. i5£ 97()/C/ t/-- EDU's: d,CT l2 X FEE/EDU: } ~ / 0 BENEFIT AREA: U{/½:= DRAINAGE BASIN: __ _ EDU's: '----,-----X . FEE/EDU:-__ ~~-DRAINAGE FEES PLDA.____ HIGH--~ /LOW __ _ ' (\ / ACRES: · X FEE/AC:. ~-SEWER LATERAL ($2,500) =$ lf;C/4-I =$ -0- =$ -e-, =$ ~ TOTAL OF ABOVE FEES•:$ 7, J 4--) *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and lmprove·ments may also be required with Building Permits. P:IDOCSIMISFORMS\FEE CALCULATION.WORKSHEET REV 01/28/97 ~L f/J,~ .,9( {)~ 4 In &1 4-so J;f W~-i ~· . --zi s ;zf fµ,u_J o~ c bc~(S . o+rtce:_ fo, 450 ~ l f 00 e..r~rr ltl~ to L 4-so ~ 5 DCO ___ -n-e UJ o-tf'i c.--e__ 1 ~ 5 -;-. l ~ CJO :=:. r+ o,' s of-(:' t c_-e_ lo l 4-s C) n, euJ off tc_-e_ 1 r S ~r-ecl,t-luhs . 0 L 4--50 2%00 :;: ~9/ooo - EJ,/ooo::::: IJ °I - . ] b ~- ' -j. l' <:'3;L_ > -------.. --I I 3 " ,:-. 6. ~ •· -~ I ('J fl ~ ' '.0' <Y ' " :l!! .J!l "' "' ·O 0 ~ _J . ~-- ,>, >, -.0 .0 * N 'It .,. '6 0 Q) -~ .c (.) (.) C C: "' "' a: ii .J!l . ., 0 >, . .0 ~ .,;,: -~. .c (.) C: "' ii ~DD PLANNJNG DEPARTMENT BU.ILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB q 7-?f3QS-Address f 169 /t.-ellOGG AfJf:F Planner Van Lynch Phone (619) 438-1161, extension 4325 APN: 2/c.-6qk---IL- Type. of Project and Use: /IJDutt: zz:- -· Project Density:~1+1/4~------ . Facilities Management Zone: ....r-Zoning: PM General Plan: f->Z- CFD linrnfitl #-bate of participation:. --Remaining net dev acres: -dr~ ---- {For non-residential development: Type of land used created by this permit: N/4: ) (, . Legend: i:g:j Item Complete Q Item Incomplete -Needs your action Environmental Review Required: YES_ NO fK_. TYPE __ _ DA TE OF COMPLETION: --,.----------'------- Cornpliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: D D D Discretionary Action Required: YES NO TYPE ~p_; t~~-- APPROVAL/RESO. NQ. _________ DATE ___ _ PROJECT NO. · ..... fl .... -.f.._-_._10=------- 0THER RELATED CASES:. ________________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: -~---------------------- ~ D D Coastal Zone Ass~ssment/Compl.iance Project site located in Coastal Zone? YES NO..K_ CA Coastal Cornmissiqn Authority? YES NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108~1725; (619) 521-8036 Determine status {Coastal Permit Required or Exempt): Coastal .Permit Determination ·Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination l,og #: Follow-Up Actions: 1) Stamp Building Plans as "·Exempt" or "Coastal Permit Required" {at minimum Floor Plans). ',-· 2) Complete Coastal Permit Determination Log as needed. ·tl D o·: . lnclusionary Housing Fee required: YES NO /X_ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) ~DD (Jl] D D ~D D ~µ/fl~ /&D D ~D D ti.DD ~D I ciJ D Data Entry Completed? YES __ NO __ (Enter CB#; UACT; NEXT12; Construct housing Y/N; Enter Fee Amount (See fee schedule for amount); Return) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and exist_ing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Front: Required Interior Side: Required Street Side: Required Rean Required 2. Accessory structure setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required Structure separation: Required 3. Lot Coverage: Required ;t/o dtJn v CJ" · 4. Height: Required -lfu. CJ.I Ji,d1tl 5. Parking: Spaces Required 'i(2 I qg Guest Spaces Required ------ Shown Shown Shown Shown Shown Shown N/4, Shown Shown Shown Shown Shown ------- Shown _q..___._q ___ _ Shown ------ ~f)AC.;l'f~ IN Fil.&t.JT(cillsr) OF /HANQ.@cTpl?{1JG A/2!:!B -2.. Sh'ou(A Tslf Cf? ~/¥iq: A~D h-£1#6t7 ce,J /?-1:JMAAJ /J !> C?PN bAp":o, r) 6'fUEY Pfi/lll/AJ& 5/))ccf{. CCJv1-11. ; t-a.nw6 tu.ta' t)::. Z04CJ:;t Peov,pcb "2166 ~ (2 .. t. tJ.~ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER rJ ~ "'2\~ Ql"'f~· DATE (0 ~?;r--17 7 r. :.. ,.. • C. Smith Consulting Architects ---... .-.. --·· . . .. ·---··--- October 22, 1997 ) Mr. Van Lynch Planning Department CITY OF CARLSBAD 2075 Las Palmas Drive Catlsbad, O~lifomia 92001M 516 Dear Mr. Lynch: Architecture and Plannlng Per our drs~ssfon, the Site Plan submitted to Esgil for planeheck shows a lo:ading dock & parking revisions. The site Plan submitted far Planning department approval deletes the recetvlng area. loading ramp and some par1clng ravlslons. The permitted plans will be revised at a later date to conform to as-b1.1ift plans submitted to the Planning Department. f" ~~/ Callav,,ay Golf ML/bjk· 5355 Mira Sorrento Place .. Suit~ 650 • San Diego. Califomia 92121 • (619) 452-3183 • Fax (619) 452-3907 City ,of Carlsbad _ _ 97358 · Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Friday, October 1 o, 1997 Contact Name Address Smith Consulting Arc 5355 Mira Sorr~nto Pl Ste 650 City, State San Diego CA 92121 Bldg. Dept. No. C~97-2895 Planning No. Job Name Odyssey Golf ---=-----=----------~----- tviJ AJ Reviewed by:_1_ V\--r-=~---- Job Address 1969 Kellogg ----~-------------Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; -, , therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions :in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st. __ _ 2nd. __ _ 3rd_~_ Oth_er Agency ID CFD Job# __ 97_3~5_8 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 GEOTECHNICAL, CML, SlRUCTURAL &ARCHITECTURAL CONSULTMITS FOR RESIOB'ffiAL& COMMERCIAL CONSTJIUCTION ~10 W. Los Vallecitos, Ste A• San Marcos CA •92069 (619) 752-7010 • FAX (619) 752-7092 DATE: PROJECT: LOCATION: CLIENT: March 27, 1997 Commercial Building 1969 Kellog Ave, Carlsbad, California C.S.I. General, San Marcos, CA TABLE OF CONTENTS Scope of Service . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sheet 1 Detail . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sheet 2 Structural Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sheets 3 -6 •' _.J Job No: 971507-2 I I I I I I I I I I I I I I I I I I I THE ENGINEERING DESIGN GROUP BY MO DATE 3/97 SHEET_I _OF __ PROJECT: MOUNTING OF MECHANICAL UNIT AT 1969 KELLOG AVE, CARLSBAD. CA SCOPE OF WORK: At the request of the project contractor, we have visited the above referenced site to evaluate the installation of the mechanical units (total of 11 units). Our analysis included the structural review of the steel roof framing shop drawings which were prepared by I.S.P. Corp of El Paso, Texas. From our review and limited structural analysis of the framing system, we concluded that the subject mechanical units are located at feasible structural locations. However, it is our opinion it is required to upgrade the framing at these locations, by providing blocking as required and outlined in the attached detail. Our representative should observe and certify the inplementations of these suggested upgrades upon completion. JOB NO.961507-2 475 CARMEL STREET • SAN MARCOS • C4. • 92069 • (619)752-7010 • (619)752-7092-FAX I I ENGINEERING . ESIGN GROUP GE01IOMC.11.,CM..Sl1UJC11.fW.&«tll[CJ\M.cet<SIJ.TNITS fllRAESIJENTW.l~CCHSlRlClXW 810 W. Los Vallecitos, Ste A San Marcos CA •92069 Office (619) 752-7010 FAX (619) 752-7092 ...• : • ·. : .. \.; ... l.'..f Job Name M.??~N?-, J l'1~/\.fill,.J\:~\...-~V~~~'-' ___ _ Job Address I '1 vCf ll..~G.. ~ G , ~~L. s. ~/\O i Job No. _4:1 ....... 1~15'-o_7~----Sheet No.--=='2-:::__ _____ _ BY------'-l-t_~_,,,,~=-------Date ___ 3--+-/~4~7 ____ _ ••••! •• : .: ••• ; •• l. .... ~ --~-. t : . : ; . --~ --· ..... :. . .. " : ~ : ' ! , ~ . . ...... . ~ j. •• , • .... , . ·-··· ... ... i . : .... i : ·-. · ............. -.. -... ; -. --··-·-·¥ . .,. ..•...• -•... -·· -... : ....• ----:---.• ····-·····-· ---··· t .... L.J ; ~ .. ~ ... : ..... : .. -~--.... , .. --· ··-·· ; -------·--~------··-~-------·--~---------. . --·: ..... , .... :_ --. . ; ... --. ,. . . ......... , -----~-............... ···-··· .. ,. ..•. '·· .. •... •.. ..• . • I . • . • .. : .............. : ....... T···:········· .......... . ·---;·· .. ············ :---!···· ......... ; . : : : -· ·-.. , ... · ..... ·--... -· ·-·-· ········ _L_: ! ~ ! : l_•---.,..._ ....... ____ ....,. ___ ,.. ...... i ......... ; ... ..:,..+ ... : ...... ' .... ; ... .: ........... : ...... ;" .... ; ... .1 .. ~_J·· .. U ... J .; .... ; .. ) .... : .... : ................... -,. ... :. ·!· ............ : .. . , .. : .. :.: ..... :.:·· ::.:·~.~··: ·:::··:·. ·'..:::·: < ·:: .. ::·l·:-!.··::i-:::t··::::::·!.::~ .. ::::::. ' .; .... -·········· .. ·: ... ;. .. · ...... , ............. , ..... ····+··. . . . ! 1 .. ! ... > ... : • ·:-· • -r·- .. ; ...... : ...•.. ¼···· ···:· · i ........ ,. ;-. 1-: ·: .. ·.·.!:··::·· r~ .. , ..... · ...... l.... ' : .. . . ~ ........ ·i .. ' ..... --{·· f·· .~ .. ··;···, ·-t-·· I I I I I I I I I I I I I I I I I I I GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK, AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND THE TYPICAL DETAILS ON THIS SHEET IN CASE OF CONFLICT. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. THE DESIGN IS BASED ON THE 1994 UNIFORM BUILDING CODE AND THE LOCAL BUILDING CODE. 5. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FOUNDATION 1. FOUNDATION DESIGN WAS PERFORMED IN ACCORDANCE WITH TABLE 18-I-A OF THE 1994 UNIFORM BUILDING CODE, ALLOWABLE SOIL BEARING PRESSURE = 1000 PSF. 2. IF THE BUILDING INSPECTOR SUSPECTS EXPANSIVE SOILS BASED ON OBSERVATION OF THE FOUNDATION EXCAVATION, HE/SHE MAY REQUIRE SOIL EXPANSION INDEX TESTS IN ACCORDANCE WITH LATEST U.B.C. STD OR THE SAN DIEGO COUNTY CODE AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT THE SOIL ENGINEER'S RECOMMENDATIONS HAVE BEEN INCORPORATED. 3. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WITH A MINIMUM SLOPE OF 2% FOR AT LEAST 7'-0" UNLESS NOTED OTHERWISE. 4. PROVIDE MINIMUM FOUNDATION PER TABLE 18-I-D OF THE 94' U.B.C. FOR STUD BEARING WALLS, U.N.O. I I I I I I I I I I I I I I I I I I I CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 2,000 PSI. 2. REINFORCING SHALL COMPLY WITH ASTM A615, GRADE 60 FOR #6 AND LARGER, OTHERWISE GRADE 40. 3. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE COLUMNS, WALLS OR SLABS UNLESS SPECIFICALLY DETAILED. 4. REINFORCING DETAILING SHALL CONFORM TO THE ACI 318-89 AND THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST EDITION. 5. REINFORCING, ANCHOR BOLTS AND ALL OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACING CONCRETE. 6. WALLS AND COLUMNS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING. 7. SPLICE CONTINUOUS REINFORCING WITH 30 DIAMETER OR 2'-0" MINIMUM . LAP. 8. TYPICAL CONCRETE COVERAGE OF REINFORCING: • CONCRETE CAST AGAINST EARTH ........................ 3" • EXPOSED TO EARTH OR WEATHER: LARGER THAN #5 ......... 2" • #5 AND SMALLER ..................................... 1 ½" • UNEXPOSED -COLUMNS, BEAMS AND GIRDERS .............. 1 ½" • SLABS AND JOISTS ................................... 3/4" TIMBER 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH AND SHALL BE GRADE MARKED AS FOLLOWS, UNLESS OTHERWISE NOTED: • STUDS AND LIGHT FRAMING . . . . . . . . . . . "CONSTRUCTION" OR "STUD" • JOIST AND RAFTERS . . . . . . . . . . . . . . . . . "D.F. NO. 1" • POSTS, BEAMS AND PLANKS . . . . . . . . . . '8D.F. NO. 1" • 2 X 4 STUDS OVER 10' HIGH ........... "D.F. NO. 1" 2. ALL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO PS-1-83 WITH EXTERIOR GLUE EXCEPT WHERE PERMANENTLY EXPOSED USE EXTERIOR GRADE. I I I I I I I I I I I I I I I I I I I 3. SILL PLATES ON CONCRETE SHALL BE DOUGLAS FIR, PRESSURE TREATED WITH ½" X 10" ANCHOR BOLTS AT 6'-0" MAXIMUM. 4. TOP PLATES OF ALL STUD WALLS SHALL BE DOUBLED, SAME SIZE AS STUDS. LAP PLATES 4'-0" MINIMUM WITH AT LEAST 6-16D NAILS + 12" MAXIMUM O.C. EACH SIDE. 5. SOLID BLOCK STUDS AT 10'-0" VERTICAL INTERVALS. 6. PLACE 2X SOLID BLOCKING BETWEEN ALL ROOF JOISTS AND RAFTERS AT SUPPORTS. 7. CROSS BRIDGE OR SOLID BLOCK BETWEEN ROOF JOISTS AND RAFTERS OVER 10 INCHES DEEP AT CENTER OF SPAN. 8. BOLTS SHALL HAVE 7 DIAMETER MINIMUM END DISTANCE AND 4 DIAMETER MINIMUM EDGE DISTANCE. 9. ALL BOLTS SHALL BE FITTED WITH WASHERS. HOLES IN WOOD SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE BOLT. 10. STEEL FRAMING CONNECTORS SHALL BE MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY UNLESS ALTERNATE CONNECTORS HAVE BEEN APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. CONNECTORS SUBJECTED TO CONDITIONS OF EXCESSIVE MOISTURE SHALL BE HOT-DIPPED GALVANIZED. 11. GLUE LAM BEAMS SHALL BE DOUGLAS FIR/LARCH COMBINATION 24FV8 INDUSTRIAL APPEARANCE UNLESS NOTED, MANUFACTURED IN ACCORDANCE WITH LATEST EDITION OF THE A.I.T.C. SPECIFICATIONS MANUAL. 12. AN A.I.T.C. CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ERECTION OF GLUE LAM BEAMS. SUBMIT COPIES OF THE CERTIFICATE WITH ATTACHMENTS TO THE ARCHITECT. 13. NAILING AT TOP AND BOTTOM PLATES, STUDS AND BLOCKING SHALL BE PER TABLES 23-I-M1, 23-I-M2, 23-I-N1, 23-I-N2, 23-1-0, 23-1-P, 23-1-Q, 23-1-W AND 471 OF THE 94' U.B.C., UNLESS NOTED OTHERWISE ON PLANS. 14. PRE-ENGINEERED ROOF TRUSSES SHALL COMPLY WITH THE DESIGN REQUIREMENT OF THE 94 U.B.C., AND THE DESIGN LOAD REQUIREMENTS AS SET IN THE ENGINEERING CALCULATIONS. A COPY OF THE PROJECT DESIGN LOADS SHALL BE FURNISHED BY THE ARCHITECT TO THE TRUSS MANUFACTURER WHEN THE TRUSS ORDER IS PLACED. s I I I I I I I I I I I I I I I I I I I SPECIAL INSPECTION 1. GENERAL FRAMING. .cl. -. )~ - . . ODYSSEY GOLF TENANT IMPROVEMENT · · FOR ' Sl\flTJI CONSULTING ARCIDTECTS SUBJECT: REVISED TRUSS LOADING FOR CONDUIT LOAD SHEET NO: ?~A & 121R & 132A '?~C. 132R 132G STRUCTURAL CALCULATIONS RJIENGINEERJNG. INC. Ccmsulting StructuraJ &ginren; ' 11545W. Bcmaroo Court. ~ 300 San.Diego. CA 92127 ((;>19) 673-8416 (619) 673-8418 FAX ' I !, ,,. Job No. 97144 By:K.B. CheckBy: KB. Date: 10/8/97 :t _) CJ -~ ----~ -~--_.., ____ _ R2H Engineering, Inc. JOB NO. '17 / fl PROJECT ____ o;;.....;;..o~Y~~~-s~-e:.~·~,--------------DATE __ Cf_-_2~~~-_9_7 __ _ BY _______ SUBJECT ___ ._J ___ l _<? __ 2_· _>___,i;_A _____ 7"_0_c....,...,-----SHEET 5)•A-OF __ ~ ~R. ,~ 2 ,S . : , A -7'.o ~ .. ___ . _____ · __________ ·. ···-~-_ _ __ . _______ --->-- . -' -·~----- '--+-' ------,-----·:---. -·-. ~-------~--·· . ' . -···-:. ·-'r-,' .• ------'-----·--.,.....-'------. ' 1 • : , · ! ·· · . : : . : , : ! 1 I ORIGriJA.L. lAADlN~ : .zi2.. ~;; ~ -,z.-S t.. ·c::a ·AiJT ·'t'AJ.._, f'7:--·-·_---~-------~- ---------'---------· ----· -----------ci:n;;,,-1(;'----------------- . ( ,r . V 'J "I . HE.W · L-D,t\OS ~ . , o\1 -t--, oi<o A .8. o 1 -.• .'2~2 .1 -= (t,,o· X -;5, ¥ ~~~5 +. 080) 1 I. ,·, 10P CHo~o p --'3 :3,; "2.. !. I\ ~ /."l.~ ., = ... f~ :: :z~-~i. --:z.~.80 k :s·; -;,-z.1 .a, ,. ~s . . . . -. ·-·. • ?2. 4 . ,( t,. -.---.,,Qq- · __ :_~~-~~----.. _-____ f='-.u ... '-J ;,. . (z.A .~ 'iS](,. ~~ _) i~ ~-~3 f :12-~--=~:~ .. :~. ·_ · --/ ---···--------· Sot, 4-(o.([) 3Gi-6;.:;;i;;.~ OU 7 f'V[ _ -· ....... .(.)r-J 11 HP Fo(4 j :, ~l!:IAJ~ ToP -Cff~ -,--,e,,,,----.·-·-·---- -·-lb -To-?:?.::. ·-:- , l-t-i_·tt-t-....,.1i-.• +.·1·_,-.1f-+-1_,!r-'-_·..._...:-'-'',-: ----.-' · ; i · i !. j I I i ! l : I I ! I ' : i l I : ! _1 .• 1_~~ -~"'.t:~=-~: -·'·'·; i f , ! r I , 1 , • ! : J ! : , : , , 1 1 • 1 • • --__ --~--•• . ' =;=111-_~,~~-~~~;::,-~;-.~---_·_ .. -; . : _-_ ___J_ · ... •· ·• ; ~.:~--~;-~~~~L.· -:-' ·; : ·:-: __ ~· ,--,---1-1-:-.;_._.f .... t.-c. 1-T-;-;'·-· ' I I I --- R2H Engineering, Inc. RISA-2D (R) ·version 3.03 11545 w. Bernardo Court, #300 $an Diego, CA 92.127 · ODYSS:eY GOLF TRUSS Jl@ GRID 2.5, A TO B Load Combination is 2: NEW LOADS W/DUCTS Member End Forces Job ____ _ Page frc22? Date ___ _ --~-----------------------~---~~---------~-------------------------~--------·Nodes === I-End === ===== J;...End ===== No I J Axial Shear Mom~nt Axial Shear .Moment ---------------(K)--------(K)------(K-f~)-------(K)--------(K)------(K-ft)-- 1 J,.-2 10.69 0.38 . o.oo. -10.69 -0.39 --0.01 2 '2-4 10.36 0.24 ·0.01 -10.36 0.34 -0.13 3 4-6. 16.~2 6.29 0.13 -16.82 0.17 -0.01 4 6-7 16.82 0.24 0.01 -16.82 0.23 -o.oo 5 7-· 9 23.00 0.22 0.00 -23.00 0.24 -0.02 6 . 9-10 23~00 0.26 0.02 -23.00 0.21 0.03 7 10-12 27.52 0.21 -0.03 -27.52 0.25 -0.02 8 12-13 27.52 0.26 0.02 -21.52 0.20 o.o4 9 13-15 30.39 -0.20 -0.04 -30.39 0.26 -0.01 · io 1s-16 30.39 Le 0.26 0.01 -30.39 0.20 o.os 11 16-18 31.61?)1,11. o.~o -Q.05 -31.61 0.26 -0.01 12 18-19 31.61 ;.;q_~,1r o •. 26 · 0.01 -31.61 0.20 o.o5 13 19-21 < 31.19 0.20 -0.05 · -31.19 0.27 -0.01 14 21-22 31 •. 19 0.27 0.01 · -31.19 0.20 0.06 15 22-24 28.80 0 .. 20 -0.06 •28.80 0.21 -0.02 16 24-25 28.80 0;25 0.02 -28.80 ·0.21 0.03 17 25-27 24.43 0.22 -0.03 -24.43 0.25 -o.oo ·13 21-28 24.43 0.23 · o .. oo -24.43 0.23 -o.oo 19 28-30 17.78 0.23 0.00 -17.78 0.23 -0.01 20 30-31 17.78 0.17 0.01 -17.78 0.29 -0.13 21 31-33 10.95 0.34 0.13 -10.95 0.24 o.oo 2 2 3 3--3 4 11 . 2 7 · 0 . 3'9 -0 . 0 0 -11 . 2 7 0 . 3 9 . 0 . 0 0 23 3-5 -13.18 0.01 o.oo 13.18 -0.01 0.04 24 . 5-8 -2.0.11 o.oo -0.04 20.11 -o.oo 0.05 25 8-11 -25.44 Q.00 -0.05 2~.44 -o.oo 0.06 26 11-14 -29.13 o.oo -0.06 29.13 -o.oo 0.07 27 14-17 -31.18 o.oo ~-0.07 31.18 -o.oo 0.07 28 17-20 -31~58 ,::,;:_H$<.:. o.oo. -0.01 31.58 -o.oo 0.01 29 20-23 -30.33 :.o~.-0.00 -0.07· 30.33 0.00 0.06 30 · 23-26 -26.80 -o.oo -0.06 26.80 o.oo 0.06 31 26-29 · -21. 31 -·o. oo -o. 06 21. 31 o. oo o. 05 32 29-32. -13.90 -0.01 -0.05 13.90 0.01 o.oo Lv1-. 33 1-3 -11.96 ..---o.oo ·0.00 11.96 0.00 o.oo Vl~ 34 2-3 0.71 __.--0.·00 0.00 -0.71 -0.00 0~00 w, 3 5 4-3 5 . 50 ~o -o . o o o . o o -5 • 5 o o . o o o . o o Wt 36 4.:.. 5 -5.48 .....--o.oo o.oo 5.48 -o.oo o.oo v 37. 6-5 0.41 V---0.00 0.00 -0.41 0.00 0.00 u.1~ 38 · 1-5 4.95 ~ · o.·06 .o.oo -4.95 -o.oo o.oo 0(1) · 39 7-8 -4.35 &.,,--.o.oo o.oo 4.35 -o.oo o.oo 40 9.:.. 8 0.50 o.oo Q.00 -0.50 o.oo o.oo V 1 41 10·-.8 3; 68 i--o. 00 o. 00 -3. 68 -o. oo o. oo 42 ~o-11 -3.12 o.oo o.oo 3.12 -o.oo o.oo 43 12-~1 o.5a o.oo o.oo -o.s2 o.oo o.oo i ' ,. RISA-2D (R) Version 3.03 R2H Engineering, ·Inc. 11545 w. Bernardo Court, #3'00 Sa~ Diego, CA 92127 ODYSSEY GOLF TRUSS Jl@ GRIO 2.5 1 A TO :B Job ____ _ Page ~/,.zc-Date ___ _ -,-------~-------------------------------------------------------------------- Nodes =====I-End:::::::::::==== -~--------J-End No I J Axial· · Shear Moment Axial Shear Moment --·-------------( K) ---------(.K) ------( K-f t) ___ .:., ___ ( K) --------( K) :_ _____ ( K-ft) -- 44 11-11 2.43 0.00 . 0i00 -2.43 -0.00 0.00 45 13-14 -1.89 0.00 o.oo 1.89 -0.00 o.oo 46 15-14 0.52 o.oo 0.00 -0.52 o.oo 0.00 47 l6-14 1.19 o.oo o .. oo -1.19· -0.00 o.oo 48 16-17 -0.65 '0.00 -0.00 0.65 .-o.oo o.oo 4~ 18-17 ·0.53 0.-00 0.00 -0.53 0.00 o.oo 50 19-11 -0.05 -o~oo o.oo o.o5 o.oo o.oo 51 19-20 0.58, -o.oo o.oo -0.58 o.oo 0.00 52 21-·2-0 0.53 o.oo o.oo -0.53 o.oo o.oo 53 22-20. -1.30 -o.oo 0.00 ·l.30 0.00 o.oo 54 22-2~ 2.30 -0.00 o.oo -2.30 o.oo o.oo 55 24-23 0.52 0.00 0.00 -0.52 0~00 o.oo 56 .25-23 -3.ob -o.oo o.oo· 3.oo o.oo o.oo W? '57 2 5-2 6 3 • 5 7 v"' -0 . 0 0 0 ~ o.o -3 . 5 7 o . 0 0 0 • 0 0 58 27-26 0. 84 ~ o .. 00 0 .. 00 -o. 84 0. 00 0 .-oo .IA.J(p 59 28-26 . -4. 69 tueLD -0. 00. 0. 00 4. 69 o. 00 o. 00 w5 60 28-29 _5.31 !.J~l-0 -o.oo o.oo -5.31 o.oo o.oo v -6l 30_; 29 o.40 '-'"'""'"" o.oo o.oo -0.40 o.oo o.oo w4--62 31-29 -5.84 LUf::1:1) -o.oo o.oo 5.84 o.oo o·.oo w) 63 31..;. 3"2 ~ . o.o:o o.oo -5.81 -o.oo o.oo VI,.) 6 4 . 3 3 -3 2 0 . 7 0 ~ -0 . 0 0 0 • 0 0 -0 . 7 0 0 . 0 0 0 . 0 0 1..v"l. 65 34-3-2 -l4.60wel..D o.oo o.oo 12.60 o.oo o.oo .-.. .. ----------... --·~ ·. ---·----------, -.. -.. ---zr-_, -.--.- ~· ~- R2H Engineering, inc. PROJECT oo:t-5.s~'( BY ___ .,..... _____ _ SUBJECT J /c:::, (!! JOB NO. CJ 7 t .f-1-- Cot_.C r. DATE Cj-/fs?-97 ~.~ -C::: -ro 0 SHEET 1-ZI ~OF .. ___ -c ·-·-·-Ji o ... A-r-. 'L ~ -C .Ta • -•-•-H•-••---• "" -------·r------·---.c.___- · ··------. . ·· ·-· · · -L --··Y • (,, • •. I ! . . =~---?i~--41?'''. ~~~f ~;-: ----: ---'f ctT:-: .. . -, ~ ... .,, 1-t ,4. .. --. . -·.·. . :· . : ~ . -. I~·-·· . - .: . ·_---··\--·--·~---+-(p 1· ~ i'o. ri.·r·· ·,c,;------· ··,·· .. ii.-·-u--:Z:.{.if'ij--·-~ "3L. -~·-···-··;;.,·------· - . ·i™· ~--' . ·-·---. . ' . · ' · · · ic ··-I ' • • · · ; · ___ · . : ~~ . ' • : . i ! .. --·----=· -~· _______ s · __ t _______ tr _· ____ !4 __ ..:.: _ _11._ ,-_,a ___ .·.2"! _· .. ·2.c-__ · ---'Zr:, .. '!2:..~-~-~------·: ---·-i:,(1q-:-1-·o,Ap1J ~. : : . , 1~'2. ~ ·-··u ~Tft=:·· +· \ '2~ Lt e. ,.A;.S:~/?i:... · · · --·· -----· ·--. -· : .. -- V /Jo ~uk;., · · ------·-.-.---tJGw t..oAo·s • -·(.oi,~.o~<--}(-ep_1i'"~-8:;}_ · ~-=~-~-ie:f,fkf,---·-·--·· (-·i::10~-C.E"t L.1"'1~ y-·-- _Nf:w Pcv-lT '-uMJ · : --------· .... -·---------·-· ---·-----------.. -------------------. ·-----· ----------···.- '5~6 ~~,e-~ .. - 01.rrP1.11 .. fz_ ::: ~7?'2;J ,r ,_f¢C )( .,t:,7) = o,4) 1,:: . " -~-------. P;..,..:t"·(-~SiT~-.-r;; )(.--p':J). -<~---:-·---:= ~-o: i[._Lt. ,-(z:e.-) -; . -------:,------·-----. _,.. ____ ---·----·-·· -------·--·------·----··· ----------···· ' ----------·· .. . -----------------------1 • : ;------~--~-~-~ :ef-~~-~-------~:~~-~=~--~--~ -_-::~~~--~---. _-_· ;_ _--~~~J.-F-)--__ -_-___ -____ -___ --- --... ' ' . --~-------~-----------·---.---------,,._ . ---·-------·-· ..... ---------------· __ , ·----·------------ !_·_ •.• --·-----=--------·--1-. : --·-------. -·------·-· -· ----' . --------t-----·· ' -·-----·---------------·--·-----· . . .... ---------·-----------·--------,-·----.----·---·· ----· ·-·--, ------·--·- .--. -· . --~~:: -- ' ···--·-,·---------.----.. ---~""'"-------.---... --.,. ... -------·-··----------·-----· ~----·-... --_,: ___ --... -------L--- ·----. '------.... . -·----------. ·------. ··-·-' . . ' --· _...,,., _______ ---· ·-----------------. ---.. : -. -. ---------r - ' ---; --~ -·-. -------------··--·-. . ' -. --~ ---·--.. ----·-. . . . ------~---.. ·-·. . .... ·---·-·----~-- ___ l, _____ ~---~-. . l . l . . .• ---·. --i" -- -+-' ---',-'----------·-· ,-'--~--.... --~--~ :--·_·-_--__ · _·_--_·-__ -_-_· · ..... t ----,-,----+i _.,_.,.._·.~---L . -· --·H ·.---~--. ..;.i-,-...,_..,,........-,--,.......,.: _l,_....-f I ·-·-· ~ .. -! -· . -__ j ______ ------! _______ 1_1 -I I • I -,----~----------, ----,. -.. ~-----~--'---,...----_,__----··-------~- ___ j ________ i ____________ !.__ ; . _·-,---; . --',-____ _.....,....., ___ '--· -;le-. ----"----'--+-' ~----------, ·-··-------------·-----···-------- l . 1- RISA-20 (R) Version .3.03 R2H Engineering, Inc. 1154·5. W. Bernardo Court, #300 · San Diego, CA 92127 ODYSSEY GOLF .TRUSS JlO Load Combination is 1 : Member End Forces ORIG·. DES. LOADS · Job ____ _ Page 1tz.2- oate ____ _ ------WWW~--------• ------·--•·-------------------------------------------Nodes -----------!-End · ====--........ ===---J-End === No I J Axial Shear Moment Axial Shear Moment --~--------~~--(K}--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 1 1-2 2 2-4· 3 4-6 4 6-7 5 7-9 6 9-10 7 10-12 8 12-13 9 13-·15 10 15-16 11 16-18 · 12 -18-19 13 19-21 14' 21-22 15 22-24 16 24-25 17 25-27 18 27-28 19 28-30 2;0 · 30-31 .21· :31-33 22 33-34 . 23 3-5 · 24 s-a 25 8-11 26 11-14 27 l,.4-17 28 17-:-2.0 29 20-23 30 23-26 31 26-29 32 29-32 33 1-3 34 2-3 35 4-3 36 4-5 3·i 6--5 38 7-5 ·39 7,.. 8 40 9-8 41 10-8 42 10-11 43 12-11 10.54 o.38 10.21 0.24 16.50 0.29 16. so· o. 24 2'2. 50 0. 22 22. 50 0. 2·6 26. 8·s o. 21 26.85 0.26 29.54 0.2i 29.54 0.26 30.58 0.21 30.58 0.25 "29.55 0~20 29.55 0.26 26.85 0.20 26.85 0.2.5 22.52 0.2J,. 22.52 0.24 16.52 0.23 16.52 ·0.17 10.21 0.33 10.54 0.39- -12.95 0.01 -19.70 o.oo -24.86 0.00 -28~38 o.oo -30.25 o.oo -30.25 -o.oo -28.38 -o.oo -24.87 -0.-00· -19.72 -o.oo -12.97 --.01 -11. 79..f:2,i:, ri .. -o O • 71 . 12..01 0 • 0 0 5.37 -o.oo -5~35 o.oo 0.41 o.oo 4.82 0.00 -4.22 0.00 o_.5o· o.oo 3. 55 0 .• 00 -2 •. 99 0.00 0.51 0.00 o.oo 0.01 0.13 0.01 o·. oo 0.02 -0.02 0.02 -0.04 0.01 -0.04 o.oo -0.04 0 .• 01 -0.04 :Q. 02 -0.02 1 0. 02 0~00 0.01 0.13 0.01 -o.oo -0.04 -0.05 -0.06 -0.06 -0.07 -0.06 -0·.O6 -0.05 .:....0.04 0.00 o.oo 0.00 o.oo o.oo 0.00 o.oo 0.00 0.00 o.oo o.oo -10.54 -10.21 -16.50 -16.50 -22.50 -22.50 -26.85 -26.85 -2·9. 54 -29.54 -30.58 ~30.58 -29.55 -29.55 -26.85 -26.85 -22.52 -22.52 -16.52 -16.52 -10.21 -10.54 12.95 lS). 10· 24.86 28.38 30.25 30.25 28.38 24-. 87 19 .·12 12.97 11.79 -0.71 -5.37 5.35 -0.41 -4.82 4.22 -0.50 -3.55 2.99 -0.51 0.39 0.34 0.17 0.23 0.24 0.21 0.25 0.20 0.26 0.20 0.25 0.21 0.26 0.21 0.26 0.21 0.26 0.22 0.24 0.29 0.25 o:38 -0.01 -o.oo -o.oo -o.oo -o.oo o.oo o.oo o.oo 0.00 0.01 o.oo -o.oo 0~00 -o.oo o.oo -o.oo -o.oo 0.00 -o.oo -o.oo o.oo -0.01 -0.13 -0.01 -o.oo -o. 02. 0. 02 -0.02 0.04 -0.01 0-. 04 -o.oo 0.04 -0.01 0.04 -0.02 0.02 -0.02 -o.oo -0.01 -0.13 -0.01 0.00 0.04 0.05 0.06 0.06 0.07 0.06 0.06 0.05 0.04 o.oo 0.00 o.oo o.oo 0.00 o.oo 0.00 o.oo o.oo 0.00 0.00 o.oo R2H; Engineering, Inc. ·RISA-2D (R)' Version 3:. 03 11545 W. Bernardo Court, #300 San.Diego, CA 92127 ODYSSEY GOLF TRUSS JlO Job ____ _ Page 1'2..2 Date ____ _ ----------------~-----~------------------~----------------------------------Nodes ===== I-End ==== ==== J-End ===== No .I J ~ial · Shear. Moment Axial · Shear Moment -------~-------(K)--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 44 13-11 45 13-14 46 15-14 47 16-i4 48 16-17 49 18--17 50 19-17 51 19-· 20 52 21-20 53 22-20 54 22-23· 55 24-23 56 25-23 57 25-26 58 27-26 59 28-26 60 28-29 61 30·-29 62 31-29 63 31-32 64 . 33-32 65 34-32 2.30 -1.75 0.52 1.06 -0.51 0.76 -0.50 1.-06 0~52 -1.75 2.30 0.51 -2 •· 98 3 •. 55 0.50 -4.21 4.82 0.41 -5.35 5.38 0.72 -11.79 o.oo 0 .• 00 o.oo 0 .-00 o.oo 0.00 -·o. oo -0.00 o.oo -0.00 -o~oo 0.00 -o.oo -0.00 o.oo -o.oo ..:o. 00 0.00 -o.oo -0.00 o •. oo o.oo o.oo o .. oo o.oo o.oo 0.00 0.00 0.00 0.00 o.oo o.oo o.oo 0.00 o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o_ •. oo o.oo -2.30 1.75 -0.52 -1.06 0.51 -0.76 0.50 -1.06 -0.52 1.75 -·2. 30 -0.51 2.98 -3.55 -0.50 4.21 -4.82 .:..o.41 5.35 -5.38 -0.72 11.79 ..;.o. oo -o.oo 0.00 -o.oo -0.60 0.00 0.00 0.00 o.oo o.oo 0.00 o.oo o.oo o.oo o.oo o.oo 0.00 o.oo 0.00 o.oo -o.oo 0.00 o.oo o.oo 0.00 o.oo o.oo o.oo o.oo o.oo o .·oo o.oo 0 .-00 . 0. 00 o.oo o.oo 0.00 0.00 0.00 0.00 0.00 0.00 o.oo o.oo 1,. RISA-2D (R)' Version 3 .03 R2H Engineering, Inc. 11545 w. Bernardo Court, #30.0 San Diego, CA 92127 ODYSSEY GOLF · TRUSS JlO,@ GRID 3.h, C TOD Load Combination is 4: N.LD. W DUCT+COND Member Epd Forces Job ____ _ Page _ 12+'< Date ___ _ --------------------~-----·--------------------------------------------.---Nodes ===== I-End ====== ===== J-End ---------- No I J . · Axial .Shear Moment Axial Shear Moment ------~--------(K)--------(K)~-----(K-ft)-------(K)~-------(K)------(K-ft)-- ·1 2 ·3 4 5 6 7 8 9 10 · 11 12 13 14 15 16 17 18 19 20 21· 22 23 24 25 . 26 27 28 29 30 31 32 4)'2--33 \/I? 34 W7 35 ·:.,u4 36 37 w! 38 v.J·1g 39 4·0 41 42 43 1-2 2-·4 4-6. '6-7 7-9 9-10 10-12 12..-. 13 13-15 15-16 16-18 18-19 19-21 21-22 22·-24, 24-25 25-27 - 21-2·8· 28-30 30-31- 31-33 33-34 3·-5 5-8 8-11 11-14 14-17 J,7-20 .20-23 23-26 26-29 29-32 1-3 2-3 4-3 4-5 6-5 7-5 7-8 9-8 10-8 10-11 12-11 10.72 0.34 10.45 0.19 16.86 -0~2-s 16.86 0~20 · 2.3 • 0 0 · 0 • 2 0 23.00 0.21 26.89 0.18 26.89 0.23 29.36 O.l,7 29.36 0.24 29. 96 ..,---0 .16 29.96 0.23 28.72 0.17 2 8 • 7 2 0 ·• 2 3 26.05 0.17 26.05 0.22 21.98 U.17 21.98 0.21 ·16.48 0.20 16.48 ·o~J,.4 10.69 -0.32 11.41 0.32 -13.31 0.01 -20.11 o.oo -25.11 0.00- -28.27-. 0.00 -30.02 ~ · o.oo -29.49 -o.oo ~27.54 -o.oo -24~17 -o.oo -19.40 -o.oo -i3.27 -0.01 -11.99 ~ o.oo 0. 58 0 •. 0-0 5.6J,. ~ -o.oo -5. 34 ...--0. 00 0 • 3 4 .._,,,.,,--. o· .• 0 0 · 4.89 ~ o.oo -4.36 r,....,,"'" : o.oo 0.89 o.oo. :L 17 o.oo -2.68 o.oo 0.45 o.oo -o.oo -0.02 0 .11· -o.oo ,-Q.00 -o. 0-1 -0~03 0.01 -Q.05 0.01 -0.07 0.01 -0.06 0~01 -0.05 0, •. 01 -o. 0·3 0.02 -0.01 7'"0. Ob 0.13 -0.05 -o . .oo -0.04 -0.05 -0.06 -0.07 -0.07 -0.06 . -o·. 06 .... 0.05 -0.-04 o.oo o.oo o.oo 0.00 o.oo 0.00 0.00 ·o.oo o.oo 0 • .00 ·0. 00 -10.72 -10-. 45 -16~86 ·-16.86 -23.00 -23.00 -26.89 -26.89 -29.36 -29.36 -29.96 -29.96 -28.72 -28.72 -26.05 -26.05 -21.98 -21.98 -16.48 ·-16. 48 -10.69 -11.41 13.31 20.11 25.11 28.27 30.02 29.49 27.54 24.17 19.40 13.27 11.99 -0.58 -5.61 5.34 -0.34 -4.89 4.36 -0.89 -3.17 2.68 -0.45 0.32 0.30 0.14 0.20 0.20 0.19 0.22 0.17 0.23 0.16 0.24 0.17 0.23 0.17 0.23 0.18 0.22 0.19 0.20 0.26- 0.18 0.35 -0.01 -o.oo -o.oo -o. 00 , -o.oo o.oo o.oo .o.oo o.oo 0.01 0.00 -o.oo o.oo -o.oo o.oo -0.00 -o.oo 0.00 -o. 0.0 -o.oo o.oo 0.02 -0.11 0.00 o.oo 0 .. 01 0.03 -0.01 0.05 -0.01 0.07 -0.01 0.06 -0.01 0.05 -0.01 0.03 -o·. 02 0.01 o.oo -0.13 0.05 -o.oo 0.04 0.05 0.06 0.07 0.07 0.06 0.06 o.os 0.04 o.oo o.oo o.on o.oo 0.00 o.oo o.oo o.oo o.oo o.oo o.oo o.oo i 1. RISA-2D (R) Version ·3.03 R2H. Engineering,. Inc. 11545 w. Bernardo Court, #300 San Oiego, CA 92127 ODYSSEY GOLF· TRUSS JlO., @ GRID 3 -~, C TO D Job ____ _ Page J '2..S: ~ Date ____ _ ------------------.. --------------------. ------------------------------Nodes . I-End· . === J-End No· I J Ax.i,.al · Shear· Moment. Axial · Shear Moment . -~-~-~-----~---(K)-----~--(K)~--~--(K-ft)-------(K)--------(K)------(K-ft)-- 44 13-· 11 2.08 -o~oo o.oo -2.08 -o.oo o.oo 45 ·13-14 -1.63 0.00 o.oo 1.63 -o.oo o.oo 4·5 15-14 0.47 o.oo . 0.00 -0.47 · 0.00 o.oo 47 16-14 1.01 0.00 o.oo -1.01 -o.oo o.oo 48 16-17 · o.o9 --0.00 o.oo -0.09 -o.oo o.oo 49 18-17 o.47 o.oo o.oo -0.47 o.oo' o.oo 50 19-17 -0.72 · -o.oo 0.00 0.72 o.oo 0.00 51 19-20 ·1.16 -o~oo o.oo -1~16 o.oo o.oo 52 21-20 0.46 ·0.00 o.oo -0.46 o.oo o.oo 53 22~ 20 -1.78 -0~00 o.oo 1.78 o.oo 0.00 54 22-23 2.23 -o.oo o~-oo -2.23 o.oo o.oo 55 24-23 0.45 0.00 O.OQ -0.45 0.00 0.00 56 ·25-23 . -2.83 -o.oo 0.00 2.83 0.00 0~00 57 25-26 3.30 -o.oo o~oo -3.30 o.oo o.oo 58 27-26 0.43 o.oo o.oo -0.43 o.oo o.oo 59 28-26 -3.88 -o.oo o.oo 3.88 o.oo .o.oo w~ 60. 28-29 4.40 -o.oo o.oo -4.40 o.oo o.oo v 61 3-0-29 o.34 o~oo o .. oo -0.34 o.oo o.oo ~4,-, 62 31-29 -4.83 __. -o.oo o.oo 4.83 o.oo o.oo I;/) 63 3).-32 5.01./" o.oo 0.00 -5.01 -0.00 o.oo \Ii~ 64 3·3-3-2 ·1.57 WEW -0.00 -0.00 -1.57 0.00 0.00 W'2.. 6 5 3 4-3 2 -12 . 7 5 WcE:r....Q O • 0 0 0 . 00 12 . 7 5 0 . 0 0 0 . 0 0 . . --~---•-,-' ----"------·-------·-----------· ' .· R 2H Engini!l!ring, Inc. . .. JOB NO __ : _'1_7_l_-f-_¢-__ PROJECT OOY$S~'( Col-£ DATE CJ-Ifs? ·-:97 BY _____________ SUBJECT J /.-f., ·<!!· .~, 6 -C -ro t., SHEET l'2.& fJ--i OF _____ p, A . ~ ')· ..... -~---··· ·-.. ~l.?.l:1". '"°AC!,-·-··-: ___ _ ·-:. -~---'-----·J __ ... -i--·--__ . __ ·f ______ .. : __ , -. ---~-·. ·--,----.-__ ; ~---------i---~--------'.-------,.-+-"-- . ' ... ·co) ---.. !';RA~ -::--4~-~e,~ ~ ~tk1~q--~~.:;··-:_~ -··__:-··--i---~:··--·····_;-__ ~~-fr~ -~_=_;-= -!· -. -:r-. . . P-. . --·_ -~ ·-·--='---· . --; -. -~------·-~ :-. -.. . . . ;. . ·-. . . ·-··. _.P.. .. . .. · ........ ; ... . l ••• ·----····---t~-----··-i1. --··--···lf4-....... _, ...... ··-· . f-· ······-----.~J ---··· ······-·-·-.... -\ :·· ~·--+. 4· 1 9 !O·. /'2. , · /. l<o. _ ·-· .. , 22. -z.f. '%.S _z.., "~ -~ '?,(_ ~ ·'?>4 ____ -_· ... :: . ~-1.i:-:::::===.:= · -· · -:---·--· -· ~ :-·--··· 5-----8 ·,···-··-If ·• -· 14 --~ -17 __ _,_.,,__ ~ ···-~Z~ · · · ··-2.(,, -· · -· 'Z"f -· ~~ · ·· · ··-·-····--:------. --. --. . -------· -. ·: ···-. ----· -·:. ().·-·:,.:a· .. -· .. ' .. -~ ~-··ulJ"j' -·+ ;-:2'? ~ e·--.. -........... ···-··--.---·······-·--~-:-·-·· ... --·-.... _ (tq. . ViP1,Jc; .•.. ,.1~2 ... , .. ·-_. F~ ... _ .. .. . .. AJ..,.,_ PT.. .. ··-·· .. ··--_ -·-··-,·---···-. F NO ~Uk;, . ·tJE::~ L.O,A-0~ t (,OIJ-t,oi(,,,)( .S.·,o I .) ( NO C~l t..1t-.l~ ) N'"w f Q,-JT _ '-OMJJ : f' ~ · c~~ )( ,1#'1 )( Z.o L..) . -· . . . . I . . .. ----. . . . . .o., k . ·--------·----· fi, == ( ,$Zl .-1-"~ )( •. I ) . . ·-i ... ---~~-~~. __ P-; ____ ::-... (.172:.l +-,1e,0.t;.J:). I • • o, oe:, tc = o O· 1-. ·,·· --··-···· . ~ ·--·--·-·-·---· ------·-·· --· --·---~- -····;-----~-· -~~ ---f-'--+--~-_ --------~=-=---~-~~----_-_-__ -__ -___ ,.... ___ . __ ·---··-_____ -: -· -~.,~~-~~ ~ft'-~·f.>fTs)-·· ~:--~ .... _ 1 . .. --· . --------- ---,------~-~-----··-------------------------------------~-----, <. --·-·~ ... ··--·-·---• ____ -·-·--A•-· .. • ;---••--------~---·--· -------' --··---··· --· --·-----. ·-·-·· ·----·-··· ----;--------··· .. ··--i------····-.. _-·, __ · -_ --· --~-----· ... -~-· -·_c ··----------~=..:._=..=:---=---~_-:-_· __ ~: ... -.j~ _-:_:~:~.~ .·..::.=-=-~=--------~!-:-· ··-----·-----· --; --; · · • : . l --. -· ---··-----L -- . . -.. -----------!.. . , ' --~--.L • :_. J : ' i i-i ,-. l . . ... . . -. . . . ----~· ··--· -----~-. ---·-·····--·--'-----'---......._ . r--_ -: · ;. : · : ·. -·_· . --·---T-· -· .. . .-... -1--. · . -.... -:--···-· .-.. ··-··. ----· j ·· ·--. --· .. --··-i- I i l i _ I ----i I ·I 1· .. ---··-t--··· ,--,--.--..------! ,_ · .,. ·: · T __ , __ i ____ _ ' I I ! . ! :.. .. !.~ _ _,_;_;_;Ii''·-' ' __ · __ -1_._·_;_· .'. ·J __ : __ ._._:_._i_.i.;' ·_ ._, L,_1_1._:_,._:_, j_, ! '---i ., 1 ' -i ' ! I I ---.... _ .. __i.-..... ------·--- Luz.. vl.:S i,.) '} t,.J4-- .l RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 -San Diego, CA 92127 'ODYSSEY GOLF TRUSS Jll,@ GRID 3.8, C TOD Load Combination is 4 : N.LD. W DUCT+CdND Member End Forces Job ____ _ Page I '2.-, Is Date ____ _ ___________________ . ________ , ______________________________________________ _ Nodes ==== I-End----------==== J-Eng ---------- No I J Axial Shear Moment Axial Shear Moment -,---------~----~(K)------~-(K)~-----(K-ft)-------(K)--------(K)------(K-ft)-- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2·0 21 · 22 23' 24 25. . 26 27 28 29 3-0 31 32 3·3 34 35 3·6 37 .38 39 40 41. 42 43 1-2. 2-4 4-6 6-7 7-9 9-10 10-12 12-13 13-15 15-16 16-18 18-19 1~-21 21-22 22-2-4 24-25 25-27 27-28 28-30 30-3l: 31-33 33.-34 3--· 5 5-8 8-11 J,i-14 14-17 17-20 20-·23 23-26 2.6-29 29-32 1-3 .2-3 4·-3 4-5 (?-5 '7-5 7.-8 9-8 10-8 10-11 12.,.. 11 10.70 10.40 16.80 16.80 22. 94 _ 22.94 27.31 27.31 30.14 30.14 ~ 31.00 31.00 .29.87 29.87 27.22 27.22 23.03 23.03 17.29 17.29 11.21 11.95 -13.21 -20.06 -25.30 -28.89 -30.95_----:- -30.60 -28 •. 71 -25~29 -20.35 -13.92 -11. 96 ---- 0. 65 ....--- 5. 53 - -5.40 _.,,-- 0.-3-8 4. 91 i--- -4 • 3 4 ~ 0.59 3. 55 -3 ~ 03 _ 0.48 0. 3-6 · 0.22. 0.27 0.22 0.21 0.24 0.20 0.25 0. lS} q.26 0 .-.18. 0.25 0. J.,8 Q..24 0.19 b.24 0.19 0.23 0.21 0.15 0.34 0.35 0.01 o.oo o.oo o.oo o.oo -o.oo -o .. 00 -o.oo -o.oo -o. 0·1 o.oo o.oo -0.00 0.00 o.oo Q.00 o.oo 0.-00 o.oo 0.00 o.oo -o.oo -0.01 0.12 0.01 -o .. 00 0.01 -0.03 0.01 -0.05 0.01 -0.07 0.01 -0.06 0.01 -0.05 0.01 -0.03 0. 0-2 -o.oo o.oo 0.13 -0.05 -o.oo ..-o. 04 -0.05 -0.06 -0.07 -0.07 ... o. 06 --0. 06 -0.05 -0.05 o.oo o.oo o.oo o • .oo o .. oo. o.oo 0.00 o.oo o.oo o.oo o.oo -10.70 -10.40 -16. 80 · -16.80 -22.94 -.22. 94 -27.31 -27.31 -30.14 -30.14 -31.00 -31.00 -29.87 -29.87 -27.22 -27.22 -23.03 -23.03 -17.29 -17.29 -11. 2-1 -11.95 13.21 20.06 25.30 28.89 30.95 30.60 28.71 25.29 20.35 13.92 11~96 -0.65 -5.53 5.40 -0.38 -4.91 4.34 -0.59 -3.55 3.03 -0.48 0.36 0.32 0.16 0.21 0.22 0.20 0.24 0.19 0.25 0.18 0.26 0.18 0.25 0.19 0.25 0.19 0.24 0.20 0.22 0.28 0.20 0.38 -0.01 -o.oo -o.oo -o.oo -o.oo o.oo o.oo o.oo o.oo 0.01 o.oo -o.oo o.oo -o.oo o.oo -o.oo -o.oo o.oo -0.00 -o.oo 0.00 0.01 -0.12 -0.01 o.oo -0.01 0.03 -0.01 0.05 -0~01 0.01· -0.01 0.06 -0.01 0.05 -0.01 0.03 -0.02 o.oo -0.00 -0.13 0.05 -o.oo 0.04 0.05 0.06 0.07 0.07 0.06 0.06 0.05 0.05 -o.oo o.oo o.oo o.oo 0 .• 00 o.oo o.oo o.oo o.oo o.oo o.oo ·o.oo R2H. Engineering, Inc. 'RISA-2D (R) Version 3.03 11545 w. Bernardo court, #300 San Di~go, c~ 92127 · ·ooYSSEY GOLF TRUSS Jll, @ GRID 3.8, C TOD . Job __ ___,,----- Page (Z.,B ,<:? Date ____ _ ------·--.-----------· ------------------------------------------------------Nodes ==== I-End==== ===== J-End No I _j Axial $hear Moment Axial Shear Moment -----------~~--(K)--------(K)------(K-ft)-------(K)--------(K)------(K~ft)-- . 44 13-·11 2.38 .o.oo· · o.oo -2.38 -o.oo o.oo 45 13-14 -1.88 0.00 0.00 1.88 -o.oo o.oo 46 15-14 0.50 o.oo 0~00 -0.50 o.oo o.oo 47 :J-6-14 1.21 0.00 0.00 -1.21· -o.oo o.oo 48 16-17 -0.07 0.00 0.00 0.07 -o.oo o.oo 49 18-17 0.50 o.oo 0.00 -0.50 o.oo o.oo 50 19-11 -0.60 -o.oo ·o.oo 0.60 o.oo o.oo · ~1 19-.20 . 1.~9 -o.ob o.oo -1.09 o.oo o.oo 52 21-2Q · 0.49 o.oo o.oo -0.49 o.oo o.oo 53 22-20 -1.7~ -o.oo o.oo 1.75 0.00 0.00 54 22-23 2.25 -o.oo · 0.00 -2.25 o.oo o.oo 55 24-23 0.48 0.0Q 0.00 -0.48 0.00 0.00 56 25-23 -2.90 -0.00 o.oo . 2.90 0.00 o.oo 57 25~ 26 ~-41 -o.oo 0.00 -3.41 o.oo 0.00 58 27-26 0.47 0.-00 0.00 ·-0.47 o.oo o.oo . -~ 5 9 2 8-2 6 -4 • 0 4 · ....-----0 • 0 0 ·0 • 0 0 4 . 0 4 0 • 0 0 0 . 0 0 w-5 60 28-. 29 4.60 ...--. -o.oo o.oo -4.60 0.00 o.oo 61 30-29. 0-.37 o.oo o.oo ;_0~37 o.oo o.oo v4 62 .31-29 -5. 01 .....--0. 00 o. oo 5. 01 o. oo o. oo .:..V;, 63 31-32 5.27~ o.oo o.oo -5.27 .-o.oo o.oo V1.'.5 64 33-3.2 ~ . -0.00 0.00 -1.62 o.oo o.oo l.}.J"l.. 65" 34-. 32 -13. 36 ~i...o o· .. oo o. oo 13. 36 o. oo o. oo. $. • ·. RiH Engineering, Inc. JOB NO._· CJ_7 t_Jf-._f __ PROJECT . OOY'5SE.::{. C.ot..:F DATE_C/'--_/_~_-_._9 __ 7_· __ BY _________ SUBJECT ·:J l ::>~ .:: . '"; .,;., · • _, ~ r.~ p.. SHEET 11>0 OF --- • I -~-· ____ --_-__ :..Ji?; ..... A:;-----~+~;,, +~.4:+. ,1~"-7'."9 .P.~~-----....... ·: --i----. -: -----~ -· -r"' . -. ----------·--------·-------·-·----. . .-f --------, -·----• ·--••• ·-· ~ --... ·--~~--"--·-~·-··· .... .. ------·i, --·:·· ... ··-. -'t"--· ----···-. ;· -- I • $ If · L4. ~ 7 •.• z~ Z"f . -·-·-·,.·. -------·, .. ----·· -I, · · ' _J_ · · I ' . -··--··. ·-·. o·(,q.. t-;i.Ap,,J-i;-·:··~:-1~2··~ ... ·UIJiF:++ ,'2.;·1-e--e-~---....,-."'-:PT.:-·-.-· __ ___. _____ _ -.p /Jo '-iZJuk, , --·· ···--·-----·-NE~ C.oAos • ·(:oi1-:::01(.,·x-:.~-~s:or·:} ,,: -·. 2.,(p.·1.c1, ---· --c -NO -C.e:11..,i-J~ -r - -.. --··· -' N~i,.,) Pa.t--lT . Li).t,,JJJ . : ... I ... -·- f' -, (, ~f J( , ~"T ){ z. 0 t-. ) I f'z. ~ "(y'Sl7f ,/-00)(.,7.y: .f~ = (,7/7 ·:· • '"~ ){,{p7) = f's =- = = -0.'7 I<. .. 41 h· ~ Z..{ k . le.. -·-···. -· ··-·- 6 .1772. . eve 7 ..s :.. o. Joo J..c · Pue.75 ·· : ·:·· f <a = (,~0. 1( '6 1 J + !lo0 ___ : _______ :_~--.. : _ :.~ C ~~ ~op~----~~o~O\lkT.S ,·-:._~ ~~--~:~-~-:~. ~:~. gecA1.c.vt..4,7ep · C.:1-t~o,5 fToP Ch'.~P· :,,, '3Z.2-4-> '?O.{& 'Bi" ~Pfl'.({,j_,..\ w/ \.7.f, c.AL-c ·r~ ·-= · "3 2 ·2:4-.: =z.~.-f1"'~s-r -> F~ =-2·.,~-~cra k:,i · . : . ·"2.. )c .~'2.$ . . : . . . . . . .. · .. :p C ~ 7 1. . . a'( -i, V:;i.~s t -~ ~ I, 1.2., ~ . . -. --. -·: -... -:--. -. ··--·-----. ·----·--·-?-t.o...i ---~2-___ 1;Ji .. l. -lei...,_·. ---J .. ./ -··-·-··--·--------, ---··--. -. ~-----~--·--f-~ ·c.~~~--~~ -. -·. ------... M~~..J tJooas .. . . ,·----·-·. ··.·· f;· = ·-.· ?'Z...2o·-. _-,,;. ----~-----~-,.._···-· ·-.,:. -~-__ · --~'--' __ _. __ ._ __ -d~_ -_4_._"2..2-·-·--__ : -... -····-·· . -,_ . . ···--.. '?,o;G,;.}---"···-. <;.. .F-"o_.----~Q_ __ !..L.._______ q_ . z. f.c . .:5u~ ···· · . ·-· · --· · ·· · · · P.rE,i.Jr,·"Go-r:c~ ,f 01.,l{ow --ti 'i_. ~7--<41{ '3o·~d) __ ;;·-1>·/.~eo-'7 ... · . ------!----·· ----· · ·i-+-;;;..-~·-:··--:. ··· g. ~.l.CcJ~T~---~~ i _· · .. ·-: I ' ; : ~ =,~-.. ;·i.c • -· ·-z ·-:~ ··· · ... ·-.= ___ · _____ · _--··-·_1_··--· _·_. __ --_;:. r_!tfG>o:···1··· .. · . ' -----·-···-·· .. F..,_ . . .,; r... < . , .. +.J 1 -· ··-·-··· , --r·. ___ · :·. :-_. ... ~~------~---···r-·---.·---:_;: ~$~-i;:·-;~--~~~~-?~~~ :Z,$o tL. ·-_ ; --~~~~ _·-j · .. _.;...... .. :~~~~-~~:~~~~~--•-:~·:rz.°SA-14~8~-e---~-----·-----! -; · ,.,~u) 1_ . . J . ..,._ '•'• • :.· •• _. ___ • ••••'• .' _ ... : .. ,,. •• -·-----;---. --,." ... __ ; .. •• ·------__ ,..,_ ! • ! I ! ' . . ·l . ! I I ·. I I .L.L..L.~ . . . . . . I....!.., I ! . i" i .. i ,-. ! . i. I • i .i i I I i ; i ! -I i-, I . I i I I I =f~ ___ J __ t~_>:--r.--_ _-_-____ -· __ J-:· ... ~---,--~----~-f? · ---~_'. __ ;J_L~ --· ! . . . . -; , .,. -~ ! ~ ··: :_-= f-:_--·-.--~-·---;-;-;->·_-.---·---·-r---1_-:·:-;-: t.:-=--·.;: ;--i-; t. RISA-:20. (R). Version 3. 03 .R2H Engineering, Inc. 11545·w. Bernardo Court, #300 Sap Diego, CA 92127 ODYSSEY GOLF 'l'RUSS Jl.3 , @ GRIDS ~-3, 4.4-.. . . c TO D w( AoDao uNo u 1T Load Combination is 4: N.LD. W DUCT+COND Member End Forces Job ____ _ Page 121 fs Date ----- '.-·--------------------------~---------· --------------------------.--------Nodes ===== I-End====== ---~~ J-End No I J Axial Shea~ Moment Axial Shear Moment · __________ _:. ____ .(K)--------(K)-------(K-ft)-------(K)-..------""'.(K)~-----(K-ft)-- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16· 17 18 19 20. 21· 22 23 24 25 26 27 2·8' 29 30 31. 32 w-z.... 33 vts 34 wJ> 35 w+-36 v 37 W5 38 WC;, 39 40 1..v7 41 l..Jf;> 4 2 43 1-2 2-·4 4-6 ~-7 7-9 9-10 10-12 i2"" 13 13.,.. 15 15-16 16-18 ~--8-19 19-:-~1 2.1-22. 22-24 24-25 25-27 27-28 28-30 30-31. 3h· 33 33-34 3-5 5-8 8-11 11-14 14-17 17-20 20-23· 23-.26 26-29 29-32 · 1-. 3 2-3 4-3 4-5 6-5 7-5 7-8 9-8 10-8 10-11 12-11 11. 36 0. 3·7 11.09 0.19 17.78 0.28 17.78 0.22 24.46 0.20 .24.46 0.25 29.22 0.19 29._22 0.25 31.96 >'3t.rz. tt 0.18 31. 96 · 0. 26 3 2 • 7 3 ,• -~ ~,,.;;: 0 • 1 7 3 2 • 7 3 ~t, 0 • 2 5 ._ 31.51 0.-18 31. 51 .0. 25 2 .• 76 0 .19 28.76 ·0.24 24.35 0.1~ 24.35 0.23 18.30 0.21 18.30 0.17 11.85 o .. 3.2 12.13 0.35 -13.75 0.02 -21.31 o.oo -27 .19 0,. 00 -30.76 .0.00 -32. 72 )~I.'>~ 0. 00 -32. 28 /.~1::11·-IF-O. 00 -30. 30 f~;,-0. 00 -26.72 -o.oo -21.55 -o.oo -14.72 -0.02 -12.71 c..J~ o.oo 0.60 ,._...,..... o.oo ~ o.oo -6.06 Wal) 0.00 0.58 ,__..,. 0.00 !;i • 31 We-Lo O • 0 0 -4. 75 wei...o -o. ·oo 0.48 .......-· 0.00 4 • 11 w ~Y? . 0 • 0 0 -3. 06 ...-0. 00 0.57 .--. o.oo -o.oo :...0.03 0.12 -0.01 -0-. 01 0.02 -0.05 0.01 -0.06 0.01 -0.08 0.01 -0.06 .0.01 -0.05 0.01 -0.04 .o. 02 -0.01 .o. 01 0.11 -0.05 o.oo --0.05 -0.05 -0.07 .-.0.07 -0.07 -0.07 -0.06 -0.05 -0.05 0.00 o.oo 0.00 0.00 o.oo 0.00 o.oo 0.-00 o.oo 0.00 o.oo -11.36 -11.09 -17.78 -17.78 -24.46 -24.46 -29.22 -29.22 -Ji. 96 --31.96 -32.73 -32.73 -:31.51 -31.51 -28. 76· -28. 76· -24.35 -24.35 -18.30 -18.30 -11.85 -12.13 13.75· 21.3'.1- 27 .19 30.76 32.72 32.28 30.30 26.72 21.55 14.72 12.71 -0.60 ~5.78 6.06 -0 .• 58 -5.31 4.75 -0.48 -4.11 3.06 -0.57 0.35 0.32 0.15 0.22 0.23 0.18 0.24 0.18 0.25 0.17 0.26 0.18 0.25 0.19 0.25 0.19 0.24 0.20 0.23 0.27 0.19 0.37 -0.02 -o.oo -o.oo -o.oo -o.oo o.oo o.oo o.oo o.oo 0.02 0.00 -o.oo -o.oo -o.oo o.oo -o.oo o.oo o. 00. -o.oo -o.oo o. oo· 0.03 -0.12 0.01 0.01 -0.02 0.05 -0.01 0.06 -0.01 0.08 -0.01 0.06 -0.01 0.05 -0.01 o·. 04 -0.02 0.01 -0.01 -0.11 0.05 o.oo 0.05 0.05 0.07 0.07 0.07 0.07 0.06 0.05 0.05 -o.oo 0.00 o.oo O·. 00 o.oo o.oo ·0.00 o.oo o.oo o.oo o.oo o.oo C,Jt,- c.,J$ V .;J 1- :.,_J?, \/rs. ~·--J 2,. l __ ,.. ____ •"*'" RISA-:-2D (R) Version 3.03 R2ij Eng_ineering, Inc. 11545 W. Bernardo Court; #300 San Diego, CA 92127 · O.DYSSEY GOLF TRUSS Jlj, @ GRIDS 4 -~, 4·.4-. Job ___ -- Page I ;,"2-f¾ Date. ____ _ C TOD ---~----------~--------------------~------..:.:-----·----------------------------- Nodes I-End J-End . No I J Axial Shear Moment Axial Shear Moment --..-------------(K)--------(K)------(K-ft)-------(K)----..:---(K)------(K-ft)-- 44 13~ 11 45 13-14 46 15-14 47 16-14 48 16-17 49 is~ 17 50· 19-17 51 19-20 52 2J,.-20 53 22-:20 54 22-23 55 24-23 .56 25..; 23 57 25-26 58 · 27-26 59 28-26 60· 28-29 61 30-29 62 31-29 63 31:.. 32 64 33.--32 65 · 34-:-32 2.31 -.i. 82-· 0.51 1.14 -0.01 0.51 -0.67 1.16 0.50 -1.82 2.32 0.56 ~ -3.06 ~ 3.57 ~ 0.47--- -4. 21 ...-- 4. 89 ._...-. o. 3·9 - -5. 39 ._....- ~ 0.60 i..--- -13 • 5 6 W--.::-1-P o.oo o.oo o.oo o.oo .0.00 · 0.00 -o.oo -o.oo 0.00 -o.oo -o.ob 0.00 -o.oo -o.oo o.oo -o.oo -o.oo o.oo -o .·00 0.00 o.oo 0.00 0.~00 o.oo o.oo o.oo o.oo o.oo o .·oo o.oo o.oo o.oo -o ._oo o.oo o.oo o.oo o.oo o.oo o.oo 0.00 o.oo o.oo .0 .• 00 o.oo -2.31 1.82 -0.51 -1.14 0.01 -0.51 0.67 -1.16 -0.50 1.82 -2.32 -0.56 3.06 -3.57 -0.47 4.21 -4.89 -0.39 5.39 -6.21 -0.60 13.56 -o.oo -o.oo o.oo -o.oo -o. 00· o.oo o.oo o.oo o.oo 0. 00 · 0.00 o.oo o.oo o.oo 0.00 o.oo 0.00 o.oo o.oo -o.oo -o.oo o.oo o.oo 0.00 o.oo 0.00 o.oo 0.00 o.oo o.oo o.oo 0.00 o.oo 0.00 o.oo o.oo o.oo .0. 00 o.oo o.oo o.oo o.oo . 0. 00. o.oo . --------------- , ...... ,.,,,.r· _,. _ _,. _ _,._,.,.._~ __ ., ___ • --•• + ---•+ ---,..-----• ---_,. -~ ·~ ,.~ ~2H Engineering, Inc. . ·-' .. PROJECT DDYGS~X-. ·sv ________ _ SUBJECT _____ ·:J"'-·~--A= .. _d:_d+-__ ,_~"-'' t;.;..;,1=_-;,1--,4_,8 ___ ... _ _,_ 1 _~_-_TI_~ -'-.p._. _ JOB NO. __ '7_7 t_-f_f-__ DATE_C/ __ -_n_~_--'-9....,_7_,_. __ SHEET ri-i.A OF --- ---'-~·· ~--~-------·-"'"'.J J.4-.: __ ).-:f ____ i,:.-4~· . 1 :£,1 .. ~~"-T-9 .Jd? .. ~~--·--· ___ _,_-: _· --~------+----,----+-- .::Hr--·AT 1 ~.~ ·_ ------~ .i ..... -~~r~ .. o·: .. ·-------_·--~..--.-~--/-c ...... ' ' l •• r , -·-------· --·-·--• ·-.. -,--------· --·-·-:----~-·~ __ w_: ........ ~~1-~--:11-~-~~~~~~~q-~_~a-rn .. :.r4-----.. .=; ... e~.-.. _:_r,.~·@-.· :~~-----:--· ~-----·T~::-:-·--:-~ . I. . ·~ t.P4-_ ·-·;::-:~,e;.-:--.·.~-:-~:-·=·:_:·. '. _ .. , .:. ~--.-~-r-:.--i· ,-~ : .. ---.:· l··. ·.---.,~ .. ·-··· :· _, ·-_-.,----·~---it,·_, ·1 -r ,;.·,t-,._-,·-t·:· : ... ··-~. 22. .:+ ·-:zs:ifi~--·-·; -,~: :/ ·-i>4. · ~L~---~ t7 ~ $ t 11 • 14 --17 ~ •• Z3. .2.<.. 'ZCJ ~; _. _ _. -· .. :··.' __ _io;(1q.. "!£AP1Ji;--:·--·,i:i2 ~· l.J~rF. :+«\2.;·l.,=e M'l'! n/--~-=:--, ··--------·----= . . r= ,Jo ~u ... -1,1¢, .-•. --·· ------------·-. ~tJ,ai:,.J L.o_Ao5 • (;or,=-..·::o'ic._}(_~_£,,~-,--:} = ~2..l(o·i.ct,--------c tJo·c~11...1.,J~-r-- -----·· ---. NG:w Pcv..lr : ~OtwJ.J ~ .. , ... ;----. --- .. ' ..... r··-. __.,_ _ _,.. • p , I :-o. Joo x Pve.75 --· -.· . . . i.:.. .. -.. . .. . . .... --..... _ ._.;_ c .. $"op_ .... ~ot:,Jo.J1,7."5,.. _______ -·-·--________ _ RISA,..zD (R) Version 3.03 R2H Engineering, Inc. .11545 w. Bernardo court, #3·oo San Diego, CA ·9.2121 ODYSSEY GOLF TRUSS Jl ~ , @ GRIDS 4 • 5 , 4 •. 7 , 4 . -S , C TO 0 Load Combination is 4 : N.LD. W DUCT+COND Member Enq Forces Job ____ _ Page t~ZB Date ____ _ -~---~--------~----~-~--------~--------~------------------------------------Nodes ======I-End===== -~~ J-End ===== No ! J Axial Shear Moment Axial Shear Moment -------------~-(K)--------(K)------(K-ft)-------(K)----~---(K)------(K-ft)-- i 1~ 2 10.27 0~36 -o.oo -10.27 0.36 0.01 2 2-4 9.98 ~~20 -0.01 -9.98 0.31 -0.11 3 4-6 15.90. 0.27 0.11 -15.90 0.16 -0.01 4 6-7 15.90 0.22 0.01 -15.90 0.21 o.oo 5 7-9 21.96 0.21 -Q.00 -21.96 0.23 -0.02 6 9-10 21.96 0.24 0.02 -21.96 0.19 0.03 7 10-12 26.48 0.20 -0.03 -26.48 0.23 -0.01 8 12-13 26.48 -0.24 0.01 -26.48 0.19 0.04 9 13-15 29.34 0.19 ..-0.04 -29.34 0.24 -0.01 l_Q 15-16 2 9 • 3 4 ~ 0-. 2 5 · . 0 • 01 -2 9 . 3 4 0 • 18 0 • 0 6 11 16-18 30.21 4~(.12-0.18 -0.06 -30.21 o.~5 .-0.01 12 -18~ 19 30.tl -0.25 0.01 -30.21 0.18 0.05 13 19-2i 29.11 0.18 ~0.05 -29.11 0.25 -0.01 14 21-22 29.11 0.24 0.01 -29.11 0.19 0.04 15 22-24 26.48 0.19 -0.04 -26.48 0.24 -0.01 · 16 24-25 26-.48 0.24 0.01 -26.48 0.20 0.03 17 25-27 22.19 0.19 -0.03 -22.19 0.24 -0.02 18 27-28 22.19 0.23 0.02 -22.19 0.20 o.oo 19 28-30 16.26 0.21 -o.oo -16.26 0.22 -0.01 20 30-31 ~6:26 0.16 0.01 -16.26 0.27 -0.12 21· 31-33 L0.37 0.32 0.12 -10.37 0.19 0.03 22 33-34 10.81 0.35 -0.03 -10.81 0.37 o.oo 23 ~-5 -12.35 0.01 0.00 12.3~ -0.01 0.04 24 5-8 -19.12 0.00 ~0.04 19.12 -o.oo 0.05 2s .3· .... 11 -24.39 o.oo -0.05 24.39 -o.oo 0.06 ·26 11-14 -28.07 · . o.oo -0.06 28.07 -o.oo 0.07 . 27 14--17 -30.1·6~{.5~ o.oo -0.07 30.16 -o.oo 0.07 28 17-20 -29.83 -o.oo -0.07 29.83 o.oo 0.06 29 20-23 -27.97 -o.oo -0;06 27.97 0.00 0.06 30 23-26 -2-4. 51 · -o. 00 -o. 06 24. 51 0. 00 0. 05 Jl 26-29 ~19.45 -o.oo -0.05 19.45 0.00 0.04 32 29-32 --12.74 -0.01 -0.04 12.74 0.01 -o.oo w1,.. 33 1-3 -11.48,._..,...--0.00. o.oo· 1-1.48 o.oo o.oo VIS 34 2-3 0.63 ,:../"' 0.00 0.00 -0.63 -0.00 0.00 w:;, 35 · 4-3 5.15 ...-0.-00 o.oo -5.15 -o.oo 0.-00 w4. 36 4-5 -5.34 ......--o.oo o.oo ·5.34 -o.oo o.oo 37 6--5 -0.38 0.-00 o.oo -0.38 0.00 o.oo Vy'$ 38 7-5 4.84 ~ 0.00 o.oo -4.84 -o.oo .o.oo 39 7-8 -4.28 -o.oo 0.00 4.28 o.oo o.oo 40 9~ ·8 0.46 o.oo o.oo -0.46 o.oo o.oo 41 10-8 3.66· o.oo o.oo -3.66 -o.oo 0.00 42 10~ li -3.14 o.oo 6.00 3.14 -o.oo o.oo 43 12-11 0.55 o.oo 0~00 -0.55 o.oo o.oo RISA-2D (R).Version 3.03 R2H Engineering, Inc. li545 w.·:sernardo Court, #.300 San Diego, CA 92127 OJ;)YSSEY GOLF TRUss· J14, @. GRIDS 4. 5, 4. 7, 4. 8 ,. C TO D Job_-=------Page l~'Z.-~ Date ____ _ ======================== ---------------------------------------------------------------------------Nodes I-End J-End No I J Axial ·Shear Moment Axial Shear Moment ----------~;... ___ ( K )---~------( K) ~-----( K-ft) -------(K) --------( K )------( K-ft) -- 44 45 46 47 48 49 50 51 52 53 54 55 56 Lv')' 57 58 C.Vt.., 5·9 · i,,JS 60 61 w4--92 . t.»;, 63 64 W"t.. 65 13-11 13-14 15-14 . 16-14 16-17 18-17 19-11 19-20 21-· 20 22-20 22-23 24-23 · 25-23 25-26 27-26 28-26 28-29 30-29 .31-29 31-32 33-32 34-32 2.40 -i.90 o .. 50 1.23 -0.09 0.50 -0.58 1.07 0.49 -1.73 2.24 0.55 -2.97 3.49 I.,/' 0.47 -4.12,.,,,,. 4.81 ~ 0.38 -5. 30 c.../' 5.13 .__,.. 0.95 ~ . -12. 08 '-veL-O o.oo o.oo o.oo 0.00 o.oo o.oo -o.oo -o.oo o.oo -o.oo -o.oo o.oo -0.00 -o.oo o.oo . -o. 00 -0.00 o.oo -o.oo 0.00 6.oo o.oo 0.00 0.00 0. 00· o.oo 0.00 0.00 o.oo ().00 0·. 00 0.00 0.00 0.00 o.oo o.oo 0.00 o.oo 0.00 o.oo 0.00 o.oo o.oo 0.00 -2.40 1.90 -0.50 -1.23 0.09 -0.50 0.58 -1.07 -0.49 1.73 -2.24 -0.55 2.97 -3.49 --o·. 47 4.12 -4.81 -o. 38' 5.30 -5.13 -0.95 12.08 -o.oo -o.oo o.oo -o.oo -o.oo o.oo o.oo 0.00 o.oo o.oo o.oo o.oo o.oo o.cio o.oo 0.00 o.oo o.oo o.oo -o.oo -0.00 0.00 0.00 0.00 0.00 o.oo 0.00 o.oo 0.00 .0. 0.0 o.oo o.oo o.oo o.oo o.oo 0.00 o.oo o.oo 0.00 o.oo 0.00 0.00 o.oo o.oo . . . ', . •---~--·~_-:;-:---------·,--·-· ---_._...,_. -----... - ~~ · R2H Engineerin~ ~n·c .. JOB N0. __ '1_] l_~_f-__ DATE '7-/~-:97 SHEET. /32.,_ D OF ~ .PROJECT . oorss~y. C.ot-F BY ..... ________ SUBJECT J IO ~. -~ ,3. C: "1'o 0 --- . .J.' ·· ..... --· .. ! -.. _._._ ··-. _j_· __ . ----=-----·---i--------~-_;__----i-,-- --: ·: _ ~-•::~A#= _:~~~~~~~:;~--~~~-::·:f:·:~--~-----==---~Sr~-;-~ ---. lz. ~.::.== · · -·-··-----·-· ···J:···---5 ·--8 ··.·---If·• -··L4 ·....;. -l7 __ ..,_..,__·:)o ··· ~ ------~--:---z~ ---~;. -__ ;_ _____ _ . . . . . . ' ----· -. --.-··--------------·- ·-: _ · -.......... o--.t:.a ·-······-·-···· --~·-:u,.,,·-:+:.'2..,...1.ee---;--···--:··.··_··.: --, ... , i _. .. ------....,..-----_ (tq. ... iA.Pt,lt; --• __ ,_l?:,'2. ... -r··--.F ...... _____ 7 ____ .. ,a,,.l"'t-e:t': ______ --'---'--'_.;.....-. · F IJo · '-'Eluk;. • ----· --· ----·· · ---· -··· --·-·-··· i.J e~ t..o'A-£> ~ • (,on •. 01(.. }( _e, •0 1 .• ) ::: • 7-J(.P tc,1t ( NO C.e:1 L..11'.l<:;, ) Ni;;;w Pu,-.lr _ L..Ot,JJJ : .f' -:r -(.e't~S-}'+ .J~ . I . -. . rt.·· :: cg,':~ Jc ,.oo, r FQ ( '9 :t I -F,/e!Q X·j'/ ) ,:,.-,-[... . .,;;p = 0-(i'J'"L ":, £.r. O 06!, .... "5e6 ·eo,;;ru---,i~ · -------.. . . L --- Ou-01.J-1 I j 1:-,.u:_,. ~ 6-~_~_; O,k.,_ --'---~----.. '------···--·----··· ·-. '···--· ·---------·--·--------------.. ·---------· .... ·------·-------'-----------------• I _________________ .. , __ .., _____ ·---· ---·-· -·---'--'----------.. --. -----------··------------ -. --... ··-. - ------------····---------! . -... ·--·---------·-----··-----' . . 1 -··-.... ---.. ·---.__ -· I • •• --• •• •••w---·-• • . . .. ,: _, -.._ ---·· ----·. --·· --. -----. ' -~~---------. . , ------'-~ --. -_ -. ~-i ·: '.·. -.···,_ -.-· ___ .. ---. . . r -:· ~ .... -----~-.. --. ----, r =- -+-i·_·-_· ·_-_·. -"-----,.....--___ -·-_·_-_--_-·-·~-· ---~-;~··_--.:..-·-·_· ---·--!, . : . i . i . ·- . ! ! . f .• .,: i . J • · I -1 ·: ! , ' ! , . I I _ j . -· · . · i . . ' i . '' :..J -__ i' '· ·'. !_ I -_t ' ·--·-: _._ ! ; . ~~ .: : : .: .:. .L--_____ : __ : -: .. '.. ~--~ ~ . : -_· :_~b-1..! .. : .. ! . .!_ ~-1-~------'---'--1 I I i , . i· i .. i.=:J' ·7.=~:-h-+-t: b ~--· .· -~~-~~:~3-T:~::~:6~---·. ! . __ ; ; __ ;~;~= ;~; ~~-~G: ; i. L~±ri_· :,__ ........... _-'--;-~-t-"--1 • i _ t • _ l· ,, : · ; · . I • ! .! : t .. ! ' . ·I i ' '· I I l I t I (L ., .J RISA-2D (R) version 3.03 ~2:a Engineering, Inq. 11545 w. Bernardo Court, #JOO San Diego; CA 921;27 ODYSSEY GOLF TRUSS Jl 0 e. -.::t. ~ ..,,, _,. C. To...D Loaq Combination is 2 : Member End Forqes NEW LOADING Job ____ _ Page t;,2a=--,.. Date ____ _ ------------· -------·-----> ----------------.-------------------------------Nodes ====::;:: I-End ===== ===== J-End No I J Axial . Shear . Moment Axial Shear Moment ---------------(K)--------(K)--~---{K-ft)-------(K)--------(K)------(K-ft)-- ·1 1-2 · 10.11 o.36 ~o.oo -10.11 o.36 -o.oo 2 2-4 9.87 0.22 o.oo . -9.87 0.32 ~0.12 3 4-6 15.98 0.27 0.12 -15.98 0.16 -0.01 4 6-7 15.98 0.22 -0.01 -15.98 0.21 -o.oo 5 7-9 21.89 0.21 o.oo -21.89 0.23 -0.02 6 9-10 21.89 0.24 0.02 -21.89 0.19 0.03 7 · 10-12 26.25 0.19 -0.03 -26.25 0.24 -0.02 s 12-13 26 .. 25 o.is 0.02 -26.25 0.19 o.o4 9 13-15 29.08 6.19· -0.04 . -29.08 0.24 -0.01 .10 15-16 · 29.08 ·0.25 0.01 -29.08 0.18 0.06 11 16..: 18 2 9 . 9 2 ~ 0 . 1.8 -0 . 0 6 -2 9 . 9 2 0 . 2 5 -0 . 01 12 18-19 29.92 0.25 0.01 -29.92 0.18 0.05 . 13 19-21 28.80 · 0.19 -0.05 -28.80 0.25 ·-0.01 14 21-22 28.80 0.24 0.01 -28.80 0.19 0.04 15 22-24 26.13 0.19 · -0.04 -26.13 0.24 -0.01 1,6 . 24-25 26 .13 0. 23 .o. 01 -26 .13 0. 20 0. 03 17 25-27 21.81 0.19 -0.03 -21.81 0.24 -0.02 18 21-28 2i.81 0.23 0.02 -2i.81 0.21 -o.oo 19 28-30 . 15.94 0.21 o.oo -15.94 0.22 -0~01 20 30-31 15.94 0.16 0.01 -15.94 0.27 -0.12 21· 31-33 9.83 0.31 0.12 -9.83 0.23 -0.01 22 33-34 10.13 0.36 0.01 -10.13 0.36 0.00 23 3-5 ...:12.5~ 0.01 . o.oo : 12.52 -0.01 o.o4 24 5-8 -19.12 o.oo -0.04 19.12 -o.oo 0.05 25 8-11 -24.24 o.oo -0.05 24.24 -o.oo 0.06 26 11-14 -27.83-/ o.oo -0.06 27.83 -o.oo . 0.07 2 7 1. 4-1 7 -2.9 . 8 8 ~ 0 • 0 0 .,.: 0 . 0 7 2 9 . 8 8 -0 . 0 0 ·0 • 0 7 28 . 11-20 -29. s2 ·-·o. oo -o. 01 29. 52 o. oo o. 06 29 20~ 23 -21.63 -o.oo -0.06 27.63 o.oo· 0.06 30 '23-' 26 -24.14 -o.oo ·-0.06 24.14 0.00 0.05 31 26-2~ -19.06 ~o.oo -o;o5 19.06 o.oo 0.04 32 29-32 -12.49· ..,,-/' -0.01 ~0.04 12.49 0.01 -o.oo 33 1-3 -11.37~ o.oo 0.00 11.37 o.oo o.oo )4 2-3 0.66 0.00 0.00 -0.66 -o.oo o.oo 35 4-3 5.21--o.oo o.oo -5.21 o.oo o.oo 36 4-s -5~22 --· · o.oo o!oo 5·.22 -o.oo o.oo · 37 ~-5 0.38 0.00 o.oo -0.38 0.00 o.oo 38 7-5 4.72 o.oo 0.00 -4.72 -o.oo o.oo 3·9 1-8 -4.16 o.o.o· .o.oo 4.16 -o.oo o.oo 40 9-8 0.47 o.oo o.oo -0.47 o.oo o.oo 41 10-8 3.54 0.00 o.oo -3.54 -o.oo o.oo 42 10-11 -3.02 o.oo o.oo 3.02 ·-o.oo o.oo 43 ·12-11 0.4Q 0.00 o.oo -0.48 o.oo o.oo ------~ '• RISA-2D .(R) Version 3.03 'R2H Enginee-ring, Inc. · 11545 w. Bernardo_ ~ourt, . #3-00 San Diego, CA 92127 ODYSSEY GOLF TRUSS JlO -Q_. ;>,3, c. 7o .0. Job ___ -,--_ Page 1~:i.~ Date ---- ---------------------" ---------------------------· --------------------------. -. . Nodes ====== :;r-End ======== ====== J-End ===== No I J Axial Shear . . · Moment Axial Shear Moment ---------------(K)--------(K)~-----(K-ft)-------(K)--------(K)------(K-ft)-- 4 4 . 13-11 2 . 3 8 . b·. 0 0 0 . 0 0 -2 • 3 8 -o . 0 0 . 0 . 0 0 45 13-14 -1.88 o.oo o.oo 1.88 -o.oo 0.00 '46 15-14 0.50 o.oo o.oo -0.50 0.00 0.00 47 · 1.6-14 1.21 0.00 .o.oo -1.21 -o.oo -o.oo 48 16-17 ~0.07 o.oo o.oo 0.07 -o.oo 0.00 49 18-. i 1 · o. so-o. oo o. cio -o. 50 o. oo o. oo 50 19-17 -0.60 -0.00 Q.00 0.60 o.oo 0.00 .si 19-20 1.10 -0.-00 o.oo -1.10 o.oo o.oo 52 21-20 0.49 o.oo .0.-00 -0.49 0.00 o.oo 53 22-20 -1.75 -o.oo · o.oo i.75 0.00 o.oo 54 22-23 2.26 -o.oo_ o.oo -2.26 o.oo o.oo 55 24-23 o.55 o;oo 0.0-0 -0.55 o.oo o .. oo 56 -25-23 -2.99 -o.oo 0.00 2.99 0.00 o.oo 57 25-26 3.51 . -o.oo 0.00 -3.51 0.00 o.oo 58 ·27-26 0.46 0.09 0.00 -0.46 0.00 o.oo 59 ·29~ 2~ -4.14. -o.oo o~oo 4.14 o.oo o.oo 60 28-29 4.70 -0.00 0.00 -4.70 0.00 o.oo 61 3-0-29 0.38 . o.oo 0.00 -0.38 o.oo o.oo 62 31-29 -s.19----o.oo. o;oo-5.19 o.oo o.oo - 63 31-32 5.20:---o.oo 0.00 -5.20 0.00 o.oo 64 33-32 0.66 ~ 0.00 0.00 -0.66 -0.00 o.oo 65 34-32 -11.33 o.oo o.oo 11.33 o .. oo o.oo R2J! Engineering, Inc. PROJECT ______ ___,,---------- JOB NO. _9____;_7...;.,./_~_f-_"-- . DATE __ l,o_-_3_-_. 97--- BY ______ -,--SUBJECT--::~~0~1=~I.....::;'.?~w;;...;..+-,/_Co_· -N~P_o~lT~·-uo-=-=Mu.:..as.,__ ___ _ SHEET /';;,Z. '; OF __ _ ·-·--------r , -_ _. .l .. --• . --·---. _, -L ··--·--· -----·· ____ 1 __ · __ ..... ---J.--'---,..---'-'. ~-~-----·----~' --:-----1----· -----· ··--· !-----j ·- ,, --~,J ,_.,__ ______ ..j I .-2-. ...... -~e'--_4-'.-.!-., I'--_<;._ To~ o .. -.-..... --•---.. . --"J .A. Q . ·-. ·-.. ·----·. \"'f"" __ j J4-·C.,.. 4, fl C 7o 0 -,---· Al/4--A.,Q.,<:i" OK E'"/ _LNjf'rsc.,,tJ -l eo,.,,,17 ~) 'j 1.0 <t ,1, f-cA-<--<=-s. ' --------------·----------·------· --------------------------- -------------- ---,-______ _,! ______ ----------- .. l I • ! • I . i , I I • l . I · ! j : i I t i I ! l : , -! I i f 1 ; : ! : ; I l , .· ' ... l ____ . _____ ·. ·.~ l ~ -. ·----L---4------------------1 __ -----_______ __j___ ~----------1--: _________ ., -~----__: _____ ------------------·-·---------i-------------· -------· --------------4---· _____ ~_.., _____ 1· ·---1-----------!; ____ , ____ --~-_!,----------•----"'--------·-I ,_1 _____ ......, __ !-'--• I I • ·1 , '-j } ·----4· : :~--~:-=---------+-------~-~ -·-,--' ; ' --H--~-------1·· • --------· -..! •• ----.... i ·: ---------------------··---------·-------·------ -___ l.__ 1 __ ....,_: _! _____ i _;_.l._. ____ · · . __ _J_; _ -';-~----·~i--========:-=:-___ i _:_ ___ ------. -i-==-----~ ---------11_·_ . --' --. - • •i • I . i ' I l ! , . _;. -l '. --· -···-' . ---....----· ----·-... 1 _ . _ ·. ·----·----·-1 _ . ----·---~!_ ! I ' I i : . l ' I -:-1------'-----ll-· ______ .._;~~ ------;-~--~----~-----! I ---f~--~--,---~..._ ____ __,. ______ ; ------------·-. •··-· -~-···--------:-.------· :-------------¼--· --+t=-'----+~-~--;---------;,--·---·--·-····. I • ·-·-···-=··-.-··-, .. -.. , __ ...,, ______ ~-,....-~--------; -~-_. ________ ; ____ _,,_ .... • ____ ._. 1 ------------·-- ---j ----_______ ; ___ -, - I · I ; -.--' ! ' i -' -·· -.. ·.· ·j .. ····---·-------!- -i -.. ---"--._______________ .. ----------------· -___ _:_ ~--~-~ -~---~ .... _ .... _____ -·-·-----···-·-·-------------'"-... -----·-------- \ '· \. : r?' .. /, I j ·ODYSSEY GOLF TENANT IMPROVE1\1ENT FOR SMITH CONSULTING ARCffiTECTS SUBJECT: SHEET NO: MEZZANINE DESIGN: FRAMIN"G •••..•••••••••.• '! ••• ·• • • • • • • • • 1 10 COLU1\1N AND FOOTING ••.•...•••••.••• 11 13 LATERAL ••••••....••... ~ ...•...•..... 14 28 ROOF TRUSS MODIFICATIONS (PAGES 45 TO 56 NOT USED) ••••• _. · •• · ••• ~ •••••• 29 -154 EXTERIOR ENCLOSURES ••.•••••••..... ~ • • . 155 -170 TRUCKWELL & RECEIVING ••••••••• · •••••.•• 171 -17cr STRUCTURAL CALCULATIONS ~ENGINEERING, INC. · ·r....,.,;,1h"" Structural En · '-VU.,~ gineers 11545 w. Bem;lldo Court, Suite 300 . San.Diego, CA 92127 (619) 673-8416 -(619) 673-8418 FAX I Job No. 97144 By:KB.· CheckBy: KB. Date: 9/30/97 ~ ') \.) .--; -~ ... R.2H Engineering, Inc. PROJECT 00 Y <;,5 ey' I• 'I, 0v----.,---------· SUBJECT M 51-~N t rl.~. -'F:-4::?~ e?Ai--A r·N~ "1--o.c· ~f .Dt.... 11lz.~: Li ~i CON6/2-::-T:: ~;3r .PL 1 r,...1a,o ~ p~ 1 NI? _t...c,,z._ C ::::1 t, l 1.J~ M e:L-4-r :;1-.=~ f>!Z,A.f,..,t I .rJ ~ * rLooe.. Ai-Jl~H • I -';A.,.,..,.-·_, .,.., , , .... :-/-•:.--j I, ! r ,r-._;J ..,.: t l • -t -·...,,. JOB Nd. q i-/44- DATE Cf-/'7,t:17 SHEET · ( OF __ . -.•. -··-J·~· . ----. -.. • · ,, -• i,· -------. ., -~ .,_-·-~· ·----__ :,.._ __ ~--~~---·-.. --.-.· .. -. -·----.. --. ---·. --~ r:: ,,_ , r-';. ~ R2H Engineering, Inc. PROJECT___:...-.-.__.___,.-~------'------ BY.,..._ ---..J--1...:..:\J"--'P'--'--. ~-SUBJECT ~ f: ~=--f-:12,A/J\ l 86- ·-... JOB NO.~ -=-___, __ __a.. DATE l-.-· ~~~-::s .-_ . SHEET '2. OF-- ----··------ -···-· ----- . --------.. -----'---··-··- i ---·--c--~ -·--· .; ___ _..: __ : -~--~ ' . ..• ~ i ~! ,, . -~ .. . --::::--· I , I l j. ! i , : ---~--; .. ; : 1 ! I I ----''--~--'--=-------- 13-1 --------·-· .. ----------L _-_____ _ ~·· R2H Engineering, Inc. PROJECT .OJ)Y"SS6'( BY~'----'------ JOB NO. ____,;;9-:7_/-=4-_4-.:....--__ DATE __ 1_-_/_5_-_9-'-1 __ SHEET ~ OF __ p1..,oBA Jo1 s Is . -------_ -----~---------------------------------.. ·-C:,,,t • t f --:;;:w-,_,.N -:. "2:4. 5 . . I.I. ?f'.Aci .J4 --t<P -.. 6'=:,'0 .. --,---~----------·-·. ,~---'---,-+----·-.·_-_·....,··_-__,1-t-_ - •• ----••• ___ : -~--l -I : -··----• .., -•••-........---~ • k:=----·1.·1·(k .. -.. --. --- v = l.7( ~ . lit, = . ' DtO 7 . - ' l<o7. .. -________ .., __ ---------- --------· ----,. ------------------... ---------------~- Wr::, =-.• -o~o Wt--:: <lO? ,. l<.:.1 . -------------·---------------------------• I.( f<.. ~ I • .:t z.: lot \I =-I.C=t'Z. l t-t : it, o+ t<_, ---·4" -·-· -----·---· -- <2 I t., o. C. , ---. -·· - --.... '< #_l_(p c. c:.. /f b FLJ.,..lc,.6" c;~~ ---· --· ----------'-------------- ·---------___ .,. ,t,··--·-· -·----------r--~-------------I ---i ---·:-:· ---~ ---. 1· ,-:._ ___ ---··::>=~! ··; C :· __ :·· L-: __ ____ ' ' --·--'.-·-----:_ ' -}-: "' .. --. . . --~------.. j. -.---~-t-=:-~ : --.: __ : __ : ____ ; ...... ----------!--- -.:!. -:.:·· ::_~: _-:· ~-:~::~.---~-~----; -: __ ~ ·-:-~!:------------~~1,~ : , : -, : -: : Le_; , . --~-r~~ ___ j _____________ •• -'------·-··----~-' I r i I • l' •. ! l f I --~~----------------------...----------~----------'---_,__ ___ ~.._ __ __._\ ___ :__ __ . ---~ L R2H Engineering, Inc. JOB NO. C/7144- DATE 9-ic; -<f 7 PROJECT 0.P "t ~Sa 'r'-Co'-'F T . .I. SHEET 4--OF __ lP-e-( -·--··-. "'5 f'A,,j ;;_ Z. I,'$ -r-· urf C~,J_"{ 'e:_--"ic-.· --z_-;5f-_ ---~ .. ·---------·--· -:------~---- __ , __ -=-~~ _ ~---.---:."'f,w , __ -; ___ }_1, 1_ ! __ :t--!A,-µ= ~--~(~ -'-,f~..,L..i,..._i_~((;~ ~ t, -~ _, --.. : -. :. -· -·_ -:--~-:._-~;_=_ . --.. ..... . -Lvc ,,._ (JI.:.~')( ·?45) ~+~_-;95«:>· ··:+: .;(ii)(oai ·) :~ . "~-~~(,_-_·~--~---·. -.. -·-----------------. ----------·----····-···· ·-·····-----··· . --··-·-___ __. -. ·---.. ·-----( ·-··-: ). (-) ! : : : ' .· ' i . ; ; . . l,J,_ -. . II.~ . OG"~ --:-c-----·---· --, .. = . ~~---=-~o-. --: -. -~ . .-. l ·---------. --. . . --·-------------~-----·------·-· - ( 1i, s \)( 2-' X , o-4tfi. ~~~-L.fo.-~ · (n, r; 1) ( 2 ?( . o~~ )' :: 1; ~Q k p. -·· __ · --... ·+ ·----· ~--- -.. --L· ~+. . .. ---·· ---.. 1..7.s ·' '61:::~ c_.:.·1-1.·PvTaa.. O\JT AJT (A 2:.J >ar,!) ·--~·: ___ --.. ·-s -_2.. ____ . ~ ' -------·-·---'-------------------------'--I w 0 __ -_________ ' ___ pb_ fi.. I = "Zo, ~ -1 TA, :::. ·S"o 4· ; '-'-= $ 5 =-· (lo.'~ 1(. e·21-~ t+--·.-o~-----·-:·.-·-----------------·----'d··· ---·;c,,fij·<.·--·--- .::: ( Z.0,(. )( ,-95'6 ) .-.. I -, __ -• -• • -= l-z.o:_..;: K-2~)(,,_o_t1-_s).~:;-1.._q_o-"'~-1.<--------~~i"u7~- = . ('½~<o t ~_)( ·~~~,). ;_ ~,3~ -~----~ ~ . ·?i~--~ _~i_,-!._f:~.;;~r ~~o~--)-~~~;.~:~:_;_;~{-~-;,= .. :· __ -, --·--i--~----· -·-____ . ____ ...... ---~--..c._;__........;....' ...:..·-, --------. ~--·-· -------~ -·------··--~ ______ ,._ __ . -. ---------· ___ .,,,. _____ . --. -' . . ---. -· . . ,1==--_-~ ~i;=;~:,-~t~t:.-+=·--~s~:~~-= ~~~=~~ ~. ;.· ---=~--· . . ·-... --··:-----·-----1 . I ' : l . : ! -----;-·-1 ' ; : I : ' I : ' . I I ! ------·----··-· -------------- R2H ENGINEERING INC. Consulting Structural Engineers U545 West Bernardo Court Ste. 300 San Diego California 92127 . STEEL.BEAM DESIGN .BH. B-1 Date: 09/26/97 Page: '5 ---'---BEAM DATA ---..., ------~-----,_.. sm:t SECTICII DATA-· --------- Center Span Length -27 .50 ft .USC Section w21I50 Left Cantilever = 2. 00 ft section Depth = 20. 83 in Ixx Right Cantilever = o.oo ft Web ~ickn~ss, = 0.380· in Iyy Unbraced Lengi:4 = 2.00 ft section Width = 6.53 in sxx · Flange Thickness = 0.535 in Syy Li11e Load Hot Acting with Short Tern Section Area = 14. 70 in2 r:xx Fy = 36 ksi section Weight = 49.91 # r:yy "toad Duration Factor =-1. 00 rT, y = 1. 60 in Beam End Fixity : Pin:Pin = 984.00 in4 = 24 .. 90 in4 = 94.48 in3 = 7.63 in3 = 8.182 in = 1.301 in --------------------APPLIED LOADS---------------- >> .Ul distances refer tQ left support, '-' identifies LQad as being. on left cantilever. . . · Concentrated Loads--------------- Dead Load = 1.10 k Live Load = 1.60 k Distance To Load = -2.00 ft -..,.------------------------Unifon ~ds --------------"----.Dead Load Live Load Distance To Start Distance To End USING w2lx50, = 0,66 k/ft = 0.80 k/ft = -2.00 ft = 27.50 ft SUMMARY · Max Stress Ratio = 73.04%, Kin Def!. Ratio = 320'.10 . 'l!BOLAR SUJIIARY OF WAD <DIBllA'lIOIS Maxinuns ...• Actual .Allowable· Dead Load+ Loads Placed as follows Moneilt = 136.6 187.1 k-ft' Placed DL LL LL+ST LL LLtST ..•.• stress= 17.35 23.76 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear = 20 .• 26 113.98 k • • . • . stress= 2.56 14.40 ksi. J,lomefits •. M+@ Center = 136.6 61.0 136.6 0.0 58,7 0.0 k-ft Deflection = -0.650 M-@ Center = -3.5 -3.5 0.0 -8.3 0.0 k-ft · fb / Fb : % max 0.730 @· Left = -3.5 -3.5 . o.o -8.3 0.0 k-ft ft/ / Fv : % nax 0.178 . @ Right = o.o 0.0 0.0 0.0 0.0 k-ft Hin. DL Def! Ratio= 733.31 Shears .•• @ Left = 20.26 9.26 20.26 0.00 9.43 0.00 k Hin. TL Defl Ratio = 320.10 @ Right = 20.60 9.00 20.00 o.oo 8.83 0.00 k Deflection •• . @ Ce.nter = -0.650 -0.289 -0.650 -0.289 -0.276 -0.289 in @ Left = ·0.150 0.065 0.150 0.065 0.060 0.065 in @ .Right = 0.000 0.000 0.000 0.000 0.000 0.000 in at o.oo ft = 0.000 0.000 0.000 ·0.000 0.000 in Reacti01is . @ L~ft. = 26.06 11.69 22.69 11.69 15.06 11.69 k Reactions @ Right = 20.00 9.00 20.00 9.00 8.83 9.00 k V 4. 4Cl (.c) 1983-96 ElfERCALC R2H ENGINEERING, ~Ob0291 R2H ENGINEERING INC.· · Consulting Structural' Engineers . 11545 West Bernardo Court Ste. 300 San Diego California 92127 STEEL BEAM DESIGN Date: 09/15/97 Page: (p ~----'--BEAii D.!ll ~---------STEEL SEC'fICII DATA--------- Center s~ Length = .24.50-ft Atsc Section i2l.I50 Left cantilever · = 2.50ft Section Depth = 20.83 in Ixx Right cantilever = 3.00 ft Web Thickness = · 0.380 in Iyy Unbraced Length = 3.00 ft Section Width = 6.53 in Sxx Bean Wt. is ADDED To applied loads · Flaooe Thickness = 0.535 in Syy 4i ve Load Hot Acting w1 th Short Tern Section Area = 14 • 70 in2 r: xx Fy = ~6 ksi Section Weight = 49.91 # r:yy Load Duration ·Factor = 1. 00 rT, y = i. 60 in Bealll End Fixity : Pin:Pin = = = = = = 984.00 in4 24.90 in4 94.48 in3 . 7.63 in3 8.182 in 1.301 in -----------------,---APPLIED WADS------------------ >> All distances refer to left support, ;_, identifies load as being oh left cantilever. ------------------Concentrated Loads-------· --------- Dead Load = 1.98 k 2.00 k Live Load = 2.39 k Distance.To Load = -2.50 ft 27 .50 ft, Unifon toads Dead L-0ad = 0.99 k/ft Live Load = i.20 k/ft -Distance To Start = -2.50 ft Distance To End = 27.50 ft SOHMARY USING W2lx50, Max Stress Ratio = 84. 98-%, Kin Defl. Ratio = 30_5. 97 TABULAR SOHMARY OF LOAD cammTIOlfS Maxinuns •.• Actual Allowable Dead Load+ Loads Placed as follows Honent = 159.0 187.1 k-ft Placed DL LL LL+ST LL LL+ST ..... stress= 20.19 23.76 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear = 27.60 113. 98 k .•••• stress= 3.4.9 14.40 ksi Moments,. Mt@ Center = 159.0 68.9 · 159.0 0.0 61.4 o.o k-ft Deflection· = .. o.595 M-@ Center = -10.1 -10.7 0.0 . -17.9 0.0 k-ft fb / Fb : % ~ax Q.850. @ Left = -8.2 -8.2 0.0 .:17,9 o.o k-ft fv 1 Fv :·%nax 0.242 @ Right = -10.7 -l0,7 0.0 -16.1 o.o k-ft • I . • M1n. DL Def! Rat10 = 748.68 Shears ... @ 'Left = 27.40 12.70 27.40 0.00 12.88 0.00 k Hin. TL Defl Ratio= . 305.97 @ Right = 27.60 12.90 27.60 0.00 12.73 0.00 k . Deflection •• @ Center = -0.595 -0.254 -0.595 -0.254 -0.219 -0.254 in @ Left = 0.191 0.080 0.191 0.080 0.062 0.080 in @ Right -0.235 0.096 0.235 0:096 0.080 0.096 in at 0.00 ft =· 0.000 0.000 0.000 0.000 0.000 in Reactions @ Left = 37.78 17.29 31.99 17.29 22.86 17 .29 k R~actions @ Right. = 36.56 18.04 32'.74 18.04 21.46 18.04 k V4.4Cl (c) 1983-96 EHERCALC R2H EHGIHEERIHG, KW060291 -~-- R2H ENGINEERING INC. Consulting. Structural Engineers 11545 West Bernardo Court Ste. 300 San Diego California 92127 STEEL BEAM .DESIGN B.,3 Date: 09/15/97 Page: 7 ----BEAM DATA -'---,-----------STEEL SECTICJI D!T!--------- Center Span· Length = 20.60 ft AISC Section w12Il.4 Left cantilever = o.oo ft Section Depth = · 11.91 in Ixx Right Cantilever = 0.00 ft Web Thickness = 0.200 in Iyy Unbraced Length · = 2.00 ft Section .width = 3.97 in · Sxx Bean wt. is ADDED To aeplied loads-Fl~e Thickness = 0.225 in Syy Live Load. Not Acting nth Short Tern Section Area = 4.16 in2 r:xx Fy , · . . = .36 ksi Section Weight · = 14 .12 # r:yy Load Dur~t1on Factor = 1.00 rT1 y -0.95 in Beam End Fixity : Pin:Pin = = = = = = 88.60 in4 2."36 in4 14.88 in3 1.19 in3 4.615 in . o. 753 in ---------'-----'----------APPLIED LOADS---------------- ----------'---------Unifon Loads----------------Dead Load Live Load. Distance To Start Distance To End = 0.17k/ft = 0.05 k/ft = 0.00 .ft = 20 .. 60Jt . . . SOMMARY--. -.--------------- USING wl2xl4., Max stress Ratio = 42.16%, Min Def!. Ratio = 669.57 . . · . . . TABULAR. SUMMARY OF LOAD Cllmill!'Il011S------- Maxinuns... Actual Allowable Dead Load + Loads Placed as follows Moment = 12.4 29.5 k-ft Placed DL LL LL+ST LL LL+ST •.••• stress= 10.02 23. 76 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear = 2.41 34.30 k ..... Stress= 1.01 14.40 ksi Moments .. Mt@ Center = Deflection = -0.369 fb / Fb : % max fv / Fv : % max Min. DL Def! Ratio= Min. TL Def! Ratio= 0.422 · 0.070 865.49 669,57 V4-.4Cl (c) 1983-96 ENERCALC snears •.• M-@. Center · = @ Left = @ Right · - @ Left = @ Right Deflection.. @ Center = at Reactions · Reactions · @ :Left = @ Right ff.00 ft = @ Left ·@ Right = = 12.4 2.41 2.41 -0.369 0·.000 0.000 2.41 2.41 9.6 o.o 0.0 o.o 1.87 1.87 -0.286 0.000 0.000 0.000 1.87 1.87 12.4 -o.o 0.0 o.o 2.41 2.41 -0.369 0.000 0.000 0.000 ·2.41 2.41 o.o 0.0 o.o o.o 0.00 0.00 -0.286 0.000 0.000 0.000 1.87 1.87 0.0 0.0 o.o 0.0 o.oo o.oo 0.000 0.000 0.000 0.000 o.oo o.oo o.o k-ft o.o k-ft 0.0 k-ft 0.0 k-ft 0.00 k 0.00 k 0.000 in 0.000 in 0.000 in 0.000 in 0.00 k 0.00 k R2H ENGINEERING1 KW060291 ~ ·R2H Engineering; Inc. JOB NO. 971.4-4 BY PROJECT ooys.-s .e y DATE ' c;:.. 15-?7 SUBJECT SHEET 8 OF ' . , __ ,....._,.........---~~----~-----,,-----=------,--, ..c11ea-c Skt-=»r<; FE>-: (0 w/ ,vet,,J L.o.4!),::, j OJV ,_,r,Je 2., --i :;;PAN ~ n' w.o =· (i.~~ ).( .01-5 J + .. ozz.. =-.. oB"2-¥,. <vi..._=-(J,13 K~C>~PJ-----~------=~---. ·-··-·--· .... __ ._:= __ ,J.07 ~---- -----·--·----.. ---------------------------------------------. ---------------, -o... __ (" '(;::,-_· 1 -;~-) l,-0 -,f"i:._;_.__,_ ~,0• .~ ... -}-_ -. ........,___· _____ · i------·---f.; · · -./.--'..,.. <-{ -..16 {• ''T1 r ., "/ .. '_; '.-' . __ · ___ '__~_-_:: __ ,,fe __ ;. ___ c;:.:._.'Q:-=---:..4.J..~- . --. -----~--------. ----... ------. --... ---. ---- Pc·-:-=---(Z: )C -io~ ~ X ~ ~ ~ 0 ·--n - I . ) (.,,JJ) -=-_( r<:Ji'T Y .o4~ +-·, O'i9' -;;:.i:;re ~c.,76'Z ovrfuT w 14 >c '-7.... .o, I<.. ________ wc:-·-r. ___ (,o, :1-~J(. __ a_so ) , ___ . -··-·--···----__ . __ ·_· ________ · ---·--::: _ _.,, B;il:, _____ -------·----____ · __ _ ; ' (.J p . 'P,, z ( IV,1 .P· ~.,, U . ots ) " ,z.06 ~ t ft-~ (~o ,? )( ,~!' )( ~o&> ) <r --:;. ~S k -~ . · "J, [ SG~ C.0HfuT1=oR _ · I 5. t? 1 · ·-1 '3,S ~: WTRll -·--. _ , --- Wl 4:-;c '2 ,2. , q k·, . _ CH~ Cl,<_ ~/JM :::::. c.J" -- Wi.... = ft> ::. p._; -- -:--r ----.. --·---. ----·---.. " ---------. ·--r---...... ~---·· --+ ' I ' -------------------·-----------·- ·! ex,<"::,Ts 11' ,.,-OB' 2.- r /0"7 . 1,2-o 4 --. -·-~ ,... . ·11 ,'£,',::, "' ! : I . ~-· .. -. -~-:~ i ~~--~~~-~~-·--=:-i:_: -. ~ .. --~ ~--· _(_______ -. •.. ·. -· -________ f __ ------, _ _;_ __ .· -------!------·-.. . " ------· ··---------~ .............. -------+------ •--· . ----. ·1 ·-----·-----. ·: -: -, ---.---------·. -"1· 2. ~.e--e. ____ f'~ .. ::.~o - A~9u~ ~-:::-. =-:.~.:.--_· I , ____ _"!" -·-.. --------· J -- j i ' -----j----- I ' : I I • ' ,i ' : t : R2H ENGINEERING INC. Consulting Structural Engineers 11545 West Bernardo Court Ste. 300 San Diego California 92127 · STEEL BEAM DESIGN Date: 09/15/97 ----,---BEAK Dlll -------s.,---------,.-STEEL SECTICII DAT! Center Span -~ngth = 17 .oo ft AISC Section Left cantilever · = o.oo ft· Section Depth Right Cantilev~ = o.oo ft Web Thick11ess · Unbraced Length = 2.00 ft Section Width. Bea11 Wt. is ADDED To aeplied loads Flange Thickness Live Load Not icting with Short Teni· Section Area Fy . · · = 36 ksi Section weight · Load Duration Factor = 1.-00 rT, y Beam End Fixity : Pin:Pin · jl4I22 = 13. 74 in Ixr = 0.230 in Iyy = 5.00 in sxx = 0.335 in Syy 6.49 in2 r:xx = 22.04 # r:yy = i.25 in Page: ~ = 199.00 in4 = 7 .oo in4 = 28.97 in3 = 2.80 in3' = 5.537 in = 1.039 in ----------'-'------'----APPLIED LOADS·---------------- ------------------Concentrated: Loads--------------------- Dead Load· = 1. 98 k Live Load = 3;30 k Distance To Load· = 4 .oo ft --------------------------Uni.f9n I.Qads---------------- Dead Load -o .08 k/ft' Live Load = 0.11 k/ft Distance To Start =. o.oo ft Distance To End . = 17. oo ft . SUMMARY USIUG wHx22,. Max Stress Ratio= 37.72%, Min Defl. Rati-0 = 1161,66 . · -TABULAR SOMK!RY OF LOAD aJMBffi'Il011S Maxinuns ... Actual Allowable Dead Load·+ Loads Placed as foilows ·J.1011ent = 21.6 57.4 k-ft Placed DL LL LL+ST LL LL+ST •.••. stress= 8.96 23. 76 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear = 5.83 45.51 k. . : ... Stress= 1.85 14,40 ksi Moments .. M+@ Center = ·21.6 8.8 21.6 o.o 0.0 o.o k-ft Deflection = -0.176 M-@ Center = -o.o -0.0, o.o 0.0 o.o k-ft fb / Fb : %-max 0.377 @ Lett = o.o 0.0 o.o 0.0 0.0 k-ft. · fV / fv· : % Dax 0.128 @ Right = o.o o.o o.o 0.0 o.o k-ft Hin. DL Defl Ratio~ 2759,96 Shears •• , @ Left 5.83 2.~o 5.83 o.oo o.oo 0.00 k Min. TL Defl Ratio= 1161.66 @ Right = 3.04' 1.35 3.04 0.00 o.oo 0.00 k Deflection •. @· Center = -0.176 -0.074 -0.176 -0.074 0.000 0.000 in @· Left = 0.000 0.000 0.000 0.000 0.000 0.000 in . @ Right = 0.000 0.000 0.000 0.000 0.000 0.000 in at 0.00 ft = 0.000 0.000 0.000 0.000 0.000 in Reactions @ Left = 5.83 2.40 5.83 2.40 o.oo 0.00 k Reactions @ Right -. 3-.04 1.35 3.04 1.35 o.oo 0.00 k V4.4Gl (c) 1983-96 EHERCALC R2H ENGINEER~NG, KW060291 R2H ENGINEERING INC. Consulting Structural Engineers 11545 West Bernardo Court Ste. 300 San_ Diego California 92127 · STEEL BEAM DESIGN FB-6 Date: 09/30/97 Page: / c --,---~-BEAii DATA ..,.._ ---------------STEEL ·sECTICII DATA--~------ Center Span Length = 15.17 ft AISC Section wHx22 Left Cantilever -O. 00 ft Section Depth = 13. 7 4 in !xx Right Cantilever = 3.50 ft -Web Thickness = 0.230 in Iyy Unbraced Length = 3.50 ft Section Width = 5.00 in sxx _Bean Wt. is ADPED To aeplied loads Fl~e Thicknes.s = 0.335 in Syy Live Load Hot Acting with Short Tern Section Area = 6.49 in2 r:xx Fy = 36 ksi Section Weight. = 22.04 # · r:yy Load Duration Factor = 1.00 rT, y · = 1.25 in Beam End Fixity : Pin:Pin = 199.00 in4 = 7.00 in4 = 28.97 in3 = 2.80 in3 = 5.537 in = 1.039 in APPLIED LOADS. concentrated Loads -Dead Load = 2.00 k Live Load = 3,35 k Distance To Load -18.67 ft Unifon -Loads Dead Load = 0.60 k/ft Live Load = 0.86 k/ft Distance To start = 0.00 ft Dista,nce To End = 18.67 ft· -. . SOIIIARY USING wl4x22, Max stress Ratio = 65.01%, -Min befl. Ratio = 524.55 TABULAR SOMNARY OF LOAD <DIBil!TIOIS Maxinurrs ... Actual Allowable Dead Load+ Loads Placed as follows Monent = 37.3 57.4 k-ft Placed DL LL· LL+ST LL LL+ST .••. :stress= 15.45 23. 76 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear = 11.92 45,51 k .. . . . stress= 3.77 14. 46 ksi Moments .• M+@ Center = 37.3 12.9 37.3 · 0.0 6.7 o.o k,-ft Deflection = -0.259 M-@ Center --10.8 -10.8 0 .. 0 -27.8 o.o k-ft fb / Fb : % max 0.650 @ Left = 0.0 0.0 0.0 0.0 0.0 k-ft fv J Fv : % nax 0.262 @Riaht = -10.8 -10.8 o.o -27.8 o.o k-ft Min. DL Defl Ratio= 2208.41 Shears •.• @ Left = 10.50 . 4.01 10.50 0.00 2.-89 0.00 k Min. TL Defl Ratio= 524'.55 @ Right = 11.92 5.43 11.92 0.00 10.41 0.00 k Deflection .. @ Center = -0.259 -0.082 -0.259 -0.082. -0.017 -0.082 in @ Left = 0.000 0.000 0.000 0.000 0.000 0.000 in @ Right = 0.160 0.027 0.160 0.027 -0.084 0.027 in at 0.00ft = 0.000 0.000 0.000 0.000 0.000 in Reactions @ Left = 10.50 4.01 10.50 4.01 2.89 4.01 k Reactions @ Right = 23.57 9.61 16.10 9.61 17.07 9.61 k V4. 4Cl ( c) 1983-96 ENERCALC R2H ENGINEERING~ KW060291 R2H Engineering, Inc. PROJECT 00'7'-SS~T JOBNO. 9714-4- DATE 9-15-o/7 BY-__ ..a._ _____ SUBJEcr __ C._D ___ ~~U~H.-~_._~-----.--------SHEET ff · OF __ I ..... ------·---·· -----····-·t .. -I f<-E;. cAI.-C ~x I~, Ci . . ~ . . . . . ~.. -· . L-. z::.. "4-o , .L .. -· ------. Coi-.v,-,.,J .. . .... c .. 7 --1-·-··· 2. ··--------T.'A,-= ..... -,-?~ ~ .. -·--"'"-~-----:-. --··, w-r.. --·--·--_ ----~·:;-·~=· ' t . . ' , . --. ______ T.~~ ~ _: _ ~7t~ ·=r :i-J. ·:-.Gt:x ~:') ~-. c1~·1( ~')_ -~--c_~'-)(:72~J( ~: ).~---___ _ __ ! _____ . ~--·--, ___ _-___ _--_· .... I---·-·_:_t·· ·. --· . . .4 -' ··-·9· ---··-----"'2 ---; -. T?) ,--+-~ I + . . ' ~ ·--L.:....:r --~ -·. (,.? __ , .. -: ... ~ _____ -,. __ ,)17 .... .~p l>(., .. e (-~9:1 Y , o4s ) :: (°?11) ( , o4Q _, ) c1s Y(. o (p·+ ,) -.. •.• . . . .i l,.,.. ... ?1,o .? 1,A, ~ ( (i11 r "3j.) +-( ~-r,(. )( 2 ' (. ~~-) = -z..--i 2 -+ . -:,z .. -. .. ... . . .. ... ..... . ~>I" fSTC , -rs 4,.,4~1{~ - ~--··---. · · -·-f~Jto, .. ,.i-~ :5 i · ~-liK. ?c,,l> ·-· . ,. <Z I< ..e ... 14.e, f",,· AIM:>iJ,Ae:,i£.-... : o.5~ -~ , J qK_ . S,F, \ . -------·-... ---------------------------------o---t·l---=~---,,---.--~-------,,=-=1 c, ('3 X ) r· A,'-~ rs 4"' 4 x 1i:o. q1< f'o._ ~ o4 · ,'Of8 -=: T ll7 f~. · ~-( i·o4 )( ;6701) · = -Z...(,-~ 4· ~5. i 4 < ~<.. . .& k ff!; ,AV..OW O_k -......... _____ _I Roof Pl.. .:-. ( ~ 1 X 4 3 '.).( , 0-1 ) ) _ .. -= . -Z.(p. ~-~-__ _ .~\)~ '-\... =--(~t-')-( 4i/) ( _ ;·o 12) _ -~-~-------:=:. ___ 2.4 •.. ~~-___________________ .. . . · · --· · ... · , 6"0,4 <. · .. · F~.1o~·," ( 17 ~ 2 4 )( 7t). _;-( fO~~ ~ z. )(f,) --· ... +-7 t---~--..... -------_--; •, ~----·---!-----' .,-----:. ·--·----------~-... -----------------·-··------f ____ ,______ l : ':·-----;.:: : ~ 1;::{1t~ _;:·~:;i~i =.~)-:-:: -::1;~·=::i! .. · .. , ---·····----------· · · ·-· ·· · -··· ·--· •.. i ' -;?£o :~.°$ , · j . , ; I I ' ! ' --·1· ---------· -·-'----··-----•· --·-.. · ------·-·--·----...........,.--.-----·--1---f ---··-·--·---·-------------·'-,_,.......... __ I . -! ' ; ·r) --1-----~--• _"z __ f>_ .=: . 7<p_"7 _' _______ -_:.:_L __________ . ____ .-. .t_._'.__:_ .. F-:r½ l...: .. F.~f-.G-1_$cQ._ ---}---~-----------.----. ---.---.--: · -.-+---.----.-i ; : ! : : < : 1 : r+--~·-; _I-: -· -. • -h--r-: · .,....--·-,----·-·---· -~------·-:---·,·--:-1--=-:·-, , : 1--:-·•;,. 1. ·1-1 rr -J~~uo6-~-B4;-5-½--b'=: ... :~ -~=:=-~~:-~--: · ~ -~-~ · . · . ·-~-~-~--:·-~--~~~~-I . -. · , ., .:. ~~--,~-==-=-I=~~;.=rt, .. =t:=!-1 ... '..... .. _._; __ ·_; __ Lf~~ .. R2H Engineering, Inc: JOB NO. "77 I -1-4 DATE 1-/5-r::r7 PROJECT OOT~ ~et ·BY _______ ..;. SUBJECT CoLUMtJ' .S. SHEET ('2-OF __ _ \ E:$XJ"::>7<::; Co'-1.J-M,,J. CoL 0.,-,, ,J ~ ~ .,s--c,:c-.-1~--c----T:_ .-, .. _,. __ ------------ -. --. ( I \(-t.8 ·h' \ . tl,.3-t-f 'fl ,ZO, 4-) . -,1,,_ j . ----. --.;;, . A· o. --.. _· .. ··------·----"T.A ,--~----·?::~1 -~ . ..;_-,. J.;:..tl~~-xJ./:'%.+-_:_:!?£-.:~-.1 ';------~---L~-~r--... 1.-!~~~-----:-- ' 17 "1 . • . . . 1 -. ' .. I-• • , I --,--. -. . --Pol'...: ~:: -(. 4 ,~ f ~) (,o i1) : ~ = ---ts:-5 ·~--·------_--_--..... _ .... _ -------. --.... --.. -. _:__ t-__ : ___ · --_ _: !°-it.: _·:~ ·-(--.2.+~ :.:_j1~da~JP==-_:"'~"µf-,$_:..-~i'-+--+:~:,-i-: -+;-:;-.. ~· -+!,'-~-, +; ...;'-+-' +'----'---i-----r---'-+--' ~; -r-:, "'.__. ·-I• ·--· '---~-: -! . ,. --l----·---:-.. ----.. ---;-·-· ---.. ( -~. ··.· J( ·-:·o ~;-): _, ~-":, _,, __ , :L:, .. .: ··-· .-j-... --!.....----'--------;-·---~--·---__ -/f.l,_ ....!-Jt~?,;:,-Ji ' -.. .,_(J, -~ ... ·_ -_. : i/-.. -----.·-1 ...... --;-::a.-5-u.-. <,-SI ...... ----------. --. -----·-· ... --. -. --· ----. j . .,.v. ___ .,. . .. . t.: ··---. -'3 s.4--· -:zo. -~ -. .---~~-----0 soi._ ~ ----,,--~------.·.,1, L, -. -. , -(3, ?)'t- ce 4,~-,% oJeA. "?Tfle $51='.i:> , :· ----.---, ··o;!t-. I •••• -. -------------·-------------------- -------------i--· ·--------_ .... - ' -. -. -. ---. . . -·-·· -. ~ ... ·-. ------ ,--_____ . ________ __J_ _______ . __ _,_ ; __ ; I-·~ . --·-··--!----: f.-L-Y-~ ·!----· --·-----.-i : - ! ---------------. ' --------------------------·----· ---,. _____ --- > -•-· •• -·-••--.--~ • • I • ·--·. _.__ -. --.. ,...:.__._ _____________ i---··-··-· ----1-----·---~----------1--1 . --------------~-------------------------·-!----·--'----+--------1--1 , . t , I ----------------~---------. . r I --, -.---------;--~-·---c·----------~~-~·-:-r--,-. j . : : i ; ; ; ! -~--.--:~; ____ ~ ; ' : : ' -; - ----------------------------- ....... ---~ .. ---. ·-. • ..,, .. _1 __ ........ ---.......... -. .. • R1H Engi~ering, Ina. PROJECT.,.._.::00::.::·:..,"1'.!...:;S::..;S::=e::.· ~'Y:.,__ ___________ _ r~y ____ _ SUBJECT .. -:.__....;f?,a~~TJ.._ LJl iJ::..:C:::;::::::.=:--z"'---· --------- -A \_; - ( '- __ , _, ~ 1' --:; ~ ;< ~ -~ .,... --::: ' -==---l' -:--.. "::;; = ' -i-'--1' • \ I • \ ~-~-:<. l-~ ... 1-~ I I ,r -~ ·-I ...-.,, -....-•.L......! _,,,,,, _,,, ,_,_ \ ,-_, JI-'-""' . \J..o ~ ~ .,< ~~-)' -~ ---,., I • ,, -:;:: • ~ ' ' I C.:,-~x ~. -Gy. \ -C, -1 • ~z::~ '\ L _\ _,,,, ___ . .....-..... ._,.... ~ i--- ./ l-1;:.-! I .. .. .. . -. ---:~ .. --~·:,:.·• -._ ." ..... ·-DATif :·-,;. SHEET•:._.,_./?;~ OF_· -- F- f-. F- F- F- f-{···~ ····:.-... . ... :_ ..... -.~ •• --•• -:--f' •• - R2H Engineering, Inc. JOB NO. CJ 7 /.ff-- PROJECT __ 6_~_Y~S_'S-~ __ y_ ...... _________ _ DATE o/-(2. -97 BY----..,....a.-----SUSJECT_..._M_~_c_cA_-"l,.)_1 ..... ~-~--_L_A ..... T-'-'-.e ___ A __ A .......... L-____ _ SHEET / 4-OF __ -----·---··-·-·--------· ------------------------··-----~-----·---------•u .. -~-----.....,_... _________ . ~-----· ____ , ·---------·----- -. -· -----------------,--------------· .----..----------------·-i--... --------·:··· . -! -----·--.•. ___ ,._ --.. ----,-,----+--. ____ ,,__·.' --...-.--.i-,-,--.---•·-•-•.,,...--,......,..._ _______ ' -i~ ,··:-,•-!u;--•· I --,·~---:----/ ___ .. , _____ .., _______ .... -1-··---------i. r-,.: . i -j__ ---~-~~-~:~~--~=-=~---) : i . ; · / · • ; i • ; 1 ; I ~---------~ :-··-r--· --1 • ,. , t ; • 1 ·i · 1,· ; i • , I · · I ·--· -------··:·-. · --f .. ----·;-:--_------------------------'---t i f I ; , : : 1 ; -i ··--;-·-.. ' ' ·:-~ I • : • ; ,-.~, l ; ! i I i i : . . ' : . I -- __ !___ • . t ' . . ! ' . I i I i i : i ! i : i I I i ! ' I I ! l t _.,___-:---_ -... -~--·--------,---~-:--~......,...f"---;----.. ' 1 I r--1 '-!..-...L.......-1 , . . , ;,... , · •____c_L_J_ : , · 1 · I ' ; I ! , ' I I I i I ! i · ' , , l ' _. i-·: :i .. r· i -,--:-:-~-·-:· ·;-··-· ----.-:-: ' ; '. I. '. -iLr-·~,~~; ·:l--~-! . ·1'.·--~ _)_;--: : L; : ii' _tL~-~I :·:i-·E'. '. ; : : ~ I. r~· ---r ----·-·-----"·--·-· ---___ . _____ ,_,_........:._l--1-. t--'~--"-. , , . ' , , , . ~ I -~· .. , i .-i __ :_:-:. . .. +-·----· -·---}-'-_:_·~-~ !---t .' '-+·.'.. -i-L~_i-~~-;. / ___ : -·-·-, ~-~ r-'. I I !-LL+J-R-l=' ( ·.., .J° R2H Engineering, Inc. PROJECT_· __ ;,-.,-· --~----"--~----- JOB NO:-S~~-~---·-·_ DATE --;-3,Q-9;--. BY T\J-P SUBJECT~-- -----------·----.. -- --·-.-~·--::-- . · 1 . 1~s.w, ' ) ·-_, -@+-I ' :k I ~3;_ -~ I , . -----------.. ---.... _ .. ---: . ~ I ' ' -I : '---·, - ~----. -------' -LI' ,,--'--. ' ' ., -·--· --·· ·-··-·----1£---------IL..,-.---------~ SHEET}.5 'OF- • )(. --=-~~: --. ..J ____ ._,_ - ~. ----·· -_, ---------.,__..,_.,.-- \_ : ! : i ! J ! "'-----,--- -r--- Q ·, -· --~,. _-----~--' _:, .. -~ . j Ci. ~t--4:1 ;.....---L-+----,,--...-___;_-~-----i ,.,. G -i,l) < .. ·· y ~ ti\-----· -;i·· ---·-·---·-- ' ' I ----_-·_ -•• · · -'---' _ • ..;..; ___,_i ___ l_,:....1 ~' -'----,-i-;/-r:-'. _I _I _; -----. -. ------------,--~--~· -,--,-;---,-1 . ' ' : ' I ! ,; : I, ' 1. cK'~n) ·-···· ---_ · : : -: . , . , . I\ . ----. . ----:-----'----'--',------,-- ---------------------·· R2H .Engineering, Jnc. JOB NO. (:(7 I 4-,4 . . PROJECT OQ'f~'$~'j' -DATE '=t -I& -'17 BY _______ SUBJECT H~ c-:C.A,,l),Je, LATe~ At.... SHEET I&, OF_~ -----·---· --· -~: .. ·I '-cf-\_?:T ':2-~ -. ' . ' F = --··----s,, .. (f's.0i.J --'c.H,1-12.' s71Vif' --F~i,-~-..:i· ·=-·· °J(pifo ia ·--~,.ii ------------------· --~------....._._.~-------:-------,-----------r,--'f. t , -. . -----. -· __ us, ,.1c.,_.Joav ~ ']) z._ o.c... _________ . ·_:-:CA-P ~-fAAP ,.4..C?,tos __ ib~Q~lN"f •.• MC. _:A~oJ_s·_a~-~~.1.,, _ _:__ 1 N · · : · 1 • ___ _ .. _ _____ __ _ _ .. ___ _ A. l LS, MF?t.).. ' . _._ ____ . , --------~ -· . ' I STMP ~('J(._ T>-! __ ~ ___ -+_~--------·-·-----·-·------------------ v f · II l..,.C,PActfo~S L1,Jri::-'2. B"t !OS-=-B,'1' 6~ tM. MD LAP . ?fr:..~'-< A~os..S:---'F,U)CJ<rN<r, --------·-·--·-- _P._'-_!:tlo. /N_ ]-0 _ _ _ 4 ,le . B t.oc::Lt,tJ ~ t. :-FJA. i"(; ~.-i:.-;· -·: . ----~----~-=--l:l· 9_~--------.........,..-~-----~-----~------1 LA? AU?..os.s . '.l:;l..o~1,Js f tJAi,Lg-~ t p · -I . &X' f<;,T C, I A.FH 1. .. WIDTH' __ .JS_-,-Z.'i .... I-Ar' A.~o,=:-L..i\JG'" c..7 Ai.JO OIJG"r,:i... -t u -G:.. 2. . I . f/lf}/t-11.)M, PtA-P/-t~M • !-AP A~0 S.S ... i-u1,..1....-. w, Di1-I .. of' _.XL S7q t ('z.) Ct-fS,714' ··--------------~ vs11.J~ rod t';/1, o,c. t,f A~<;, THRIJ A.wi.J 1r11-o --···-------·--.. ---------------- _-4 ..\: 8t..K~ :· ---------tt·-f -,-J~~--a~..s---- : ' ... •-·-----. -------------· ----- --·---~ -------·· _j.._ _____ ... --•••••• ------·-·. ---•• ----· ~--• ·e· -r-.n-; .Q . ' .. -·- ' -·--......... ~-----···. . -·. ?'-__ ,. --------·-----i----·---t ,._ - . . --------------------------------------;1---·---------1 . -·--------.' ' .... __ ---------~-----' -------! ·-·------""·----'-"------·----------:---- ------·---------'.-==-~----· · ;_. ;_._ :_:-:: _______ L_' :_: __ : ____ L_ ________________ r:- i l i . ! ' I I --_.._ ___ ~ _..,. ____ -· · · , ! -! r-, ...,i-; -,-_-..,.1-.-_ ..,.., __ _,_i ..,...:_-.--+--------:--~ -~f ~~;--_F _-. ~ _ L~~" · --~t=:-=:-=8:tP'~~ ~~-+: ! ; : : : : ' : f '. ---1--, .. --'--, ~-' ·,--,-·1'· ' .• -.. L-.. ....L.,---,---l----,--,--'-'---·-·-}--j--f--i-1-'1-·t-,-+->-+-t--' !....r--t--•--1 : •. 1 '1 j-,' --r· , 1 __ 1 ! __ ! 1 • 1 _. , 1 ._ 1 , • , 1 1 ! • 1 J • 1 , 1 R2H Engineering, Inc. JOB NO. 9 7 I 4-.4-- BY ______ __,... SUBJECT--~---------------- DATE CJ-f 2..-97 SHEET /7 OF ..... -__ -·--·····--. -·--.... ···--·--···-·-------------------------, ' ---·--. . --. -·· -~ ---. ' ( {.~", )( JD x.0'2.$ ) ( r.y~ )( ro )(. ioa _-) ,, I ll.z. -== ... y ~ 14,o .u·k ..:::: ;;· •/ _,_ \( "2,2--5 ) l • ., A Q. -3• 2 k .t.1 ;:. \.2-Q,(o7 ) ~-T" .<-<i T .u}_ -· ,0 C-t}~W, r>R.AC.<E .TD nl<T~ ! ·------' ·,_::. . ? "?., . ;:. l,(d~ II -· c4-1c'l'iet.,.1X '?,) . _ -- 'J!ceo ----c4--}--z u-A.--;,1··-;;/----.. . . -4 -"t' i<-\3 1 ·-..:........;._---+-:--~__.___-~-·;_..: ~~:~~-·T=:.~~: •.. ~f: -~~=~:=+-b----~~----~~-~:-.=~ .... i=~i~-1=~~--~-,-i~f ~l~~-:. i i i FFFrf ---j-:---~=--------r-l---=---~. ---· :_-! --~-~ --;-i-:-:-_:_-r-:-----:--~~l--~-i--r-~ ··-' -~--f-: ----~~-~-1-: +-~L-~LL!--1-r-+- _, ___ _,,. ~---::._,:,._. _..,:.. ___ z. R 2H Engineering, Inc. PROJECT OD'f $S~Y -~------·----·----------------· -- JOB NO. C, 7 / 4-4- DATE 9-I 2--'17 BY __________ SUBJECT __________________ _ SHEET 18 OF __ ( .. _____ .., -----··-------------' ---··-----··- , -••• -L -NoR~t-1·1 . i,~->" $i-i~Afi. ~R ~ --~---;~-_---~·. --.. ----~-_· ---- . . ----. . _ M _:;. (1~.c )( 1.7 J( _ 1.!, __ +-_J~s-}~--=---$:L.i.\~_, _______ _ ~ ::, G4,4-= 1.5 I z,(,:::, ,9 J4 )( c .<I; r) 1 4 ;t-.::: ----7/ It-- CA1..0ULAT~ ~e-lo1tJS ·r--tu~ e-f'.!ij _ orJ · ·~SG ft .. M _ c _ (I<--· I( z;·;s_)( f. I(:·~~ ___ _ 1./ =-.. ·,+'5 w . -+ .+: I~~ ,7$ <}~ ~ __ ._'/tl ~ ~ _,-_· · [l_-: _____ _ ' " -== ,110 ' ' _-l,t.---------··-- 2~.' ::>" ,~, ~ ' ·-----To f -oF rTc;., ------ USE P/4-Ll Tttcc.K-· u X 1'2.. £.uiOe II . . 2,/v _use_ 14 x 12. .$62-, _ tiAi~ f€_ --T --,_ ---· -· -----,--, ·-L------·--· --·-·-----------i----:--~ -. -1. ; -:-:~1 --i--------- --~ ---·--.. --. --------·-------,:_,_ ..... , _ __,_ _______ I-- ' . ------! ' --t_ -----·· ----___ 1 ---------• ---• __ ; __ ----------~---_L_ ___ ---~---~ '--·-------·---~---------- . -. ~ . -. --. :...l_i_; .. ~_ ~~'.i · t -.. _ _:_--_-__ ,....,_-,-,I-_-_-~.~~~~-·-_--!;-+:--_!_-, ', . ·----·-· ---. ----• • I z:/z.._ -r' -------~·-------i--~I • l .-,·• ~-.z.. 1 1 -:!' . r---------··-. . -' ----·"-·t-·------. ! : --, . 1--··r----·· :-:-.. _.,; --.--------i---- ______ L .... _.,... ______ ,_ ----_, ___ ------. ·--·-----f 1_-. I i : t ·=·r~~-.-:-~-:~~---~1--------~----1---~ __ · ____ --1 _: .. ____ . :-:-:-i-1 ~ 10. ; ---,--~-~:-: : ! . -·-·t..:. .. : .. ..,. .. .:..-> -,_ 1 --. . .. -.... .... ---~--!-+-~ -----1 . . : ; ! +-,:-: , ~t M r----~-;-H-+-+-t-' --r-·~-"-------··· --i·-------·---:---~ -·-·-. 1 _____ -.---···--.__.J-··-:. -·-~ .... i--.--.·t-------J ·-.---- • ; I c- ' ' ; I ;ti r-• : • : -1...-- , ' I ' '. :-'-_, __ ' • ; ' • t I ' ' ' R2H Engineering, Inc. PROJECT 0D:;f$$G:f JOB NO. 9] f 44- DATE 1°-12-97 BY .... -----------SUBJECT _______ _..;. ____ __,_ ___ __ SHEET lq OF __ ________________________ .;__ ______ ! B_R-Ac~o . c.'.3 ... . . . . P~ : . ('~~ 'Jt(,z~-;,T~4 ( l}.d~-"~ A~.\------_-+ ___ -___ -_'-___ -__ -__ -_-__ ·_-___ -'--~~-- --·-·-·-- ---I ... I B .4-k . ----------··--·------.._ -------· -~-------. PD'-... (~+')(20,s 1 )(,_~is) =-l, .,~ i ;,i. .L ~ 18,'f 4 -:e 4-,o~ 4 1 14-- F·t..\.-c-T)( ~.'5 }( .0781 ) '°' I 2. ~-Y--z. 12, ,14 -·12,~r:; k. = ; x:. )c .::: 14 --·-------------------------------- ------------------------- ___ i ___ ~-----·--------1----- ---f-. ~-:----·· ----------· ,_L ___ , _! .• --f ' j .. -t-' I I : ' ! t ' ' I ; . . ··-·-s-,.-__ -.. -.-_· . :' ·-;f~-~:'._: ·::,:~·,:,,_ . •':; __ .,·-~,------,_-.i 4-t·ii ___ :~_-: ~--__ -; -~l ·: I : •• ; ; __ =t=_i_(~tr+r i 'i~:-_;_i __ !.~' ~~~->"----• -• 1-1 ' • --. : l • j·-h-1--r--i-~----;-·:-1-----;-,-·07·-++--· ! ! '::-t-·_;--------:----:------.. ---~-: ~ --!-:-·-.1 ___ , ___ r-----· -!-: :-;-;_--~H---_1-+:--,---,--'------i- ••• ..L.----·--· • -,.....,__ ~ ---~ ~ ------· ----------~------------- R2H Engineering, Inc. PROJECT · C>D '( S S ~ ':( JOB NO .. 9714 4- DATE . °f-JZ-~] BY_. _______ _ SUBJECT _____ .a......-------------------SHEET "2-o ·OF --- <:A L,.._1:),-c ,J ~ , -.C. I 3., -~ l,. r '=> --•-. ~~ . ~A:~~----~--=; c~e. ~11.cz Po<--,._ e, . , ~ ~/4 • x· j 2·" $-..,, p I.,(,.. ~ 1:..f. <-----. ·-· --------· ----... - -----~--,-----;r~-~--c,.-:1u·U)'-kt~::~,,:¥~--:_~-=-~1~;-._~r~i-~-_-:_---_:'_-:--+-,:--_,_,_-_ _,-_._--_--.lt--~_,A-,--~_6_---~·Ft._.:_-:_,~.,-·..,..1_-r1-, ------------'2--o -.. ----·---...... ----• . -A:o~~uA--r:i :_ ·-1 - --. . -..i -~ ·-·'1 }. 7 --------·---·n--------u 4 -rs C.OL.. • . · .. 4.,7;7 f. r (_10 )-Z:-~ o s€ lo .. rcA__ ~ S1 'iN or = '( ' ~ \ 0 -( 4 / , 8 ) ~ ? ,4D 2 -------. ---------------------+-;-..l.------------,----11---:,------ ------------------ --..... -------------------·------------------------- ---------------·---------------------------------- -··-·------------L---------------~----------··-.. I . l -f -----__ _l_~-, _____ .. I . -. l -· I ' ' ----: -------------------·-···--·--··--~------- ; i ----....--- Z./ · BRACED FRAME MEMBER DESIGN · i STORY BRACED FRAME LOCATION:BRACED FRAME AT LINE C.3 UPPER BRACE: TS5X5X3 kips ft. . p = KL= r = A = Fy == Kl/r = C.c = Beta= Fa== Fas= 29.3 18.44 1.9.S 3 .5·2 46 in. in-"2 ksi. L.D'-.F. = bw/t -- 1.33 22.66667 < 190/(Fy)"'.5= O.K. 28.01397 113. 4769 EXCEEDS 720/SQRT Fy ~ Ll·H,S 15 o,K .· roll... O.J~ $ToR'f fR.AMt. 111. 5-539 0.66:2858 11.58338 ksi. 35.94594 >P req = 29.3 kips MEMBER STRENGTH= Psc·= 1.7*A*Fa = 69.31493 -~·--·-·· ------·-···- TITLE: BEAM TO BRACE TO GEOMETRY: 12 14 BRACE CONNECTION DESIGN 2ND FLOOR BEAM BRACING X = y = ft. (center line to center line) P DL = P LL= P Ex_= 6.2 kips 19.2 kips 10.9 kips BRACE FORCES: LEFT Pgrav X = 10.88571 PE X = 12.2625 Pgrav y = 12.7 PE y = 14.30625 sum Brace P: PE = 18.'84244 kips Pgrav = 16. 726"89 kips BRACE Weld size = 3 Weld Length = 1.878874 CONNECTION PLATE S.IZE: h = 8 in. · ·L ·= 18 in .• Ctr of brace weld=9.428571 V weld= 24.525 PY weld:= 25.4 M weld = -1.22. 625 + fv -1.3625 kipsiin. . f·a = J,.411111 kips/in •. :eb = 2.725 kips/in. fr = 4.354747 kips/in. ( " ) (unfactqred loads) (unfactored loads) (unfactored loads) RIGHT kips -10.8857 kips kips 12.2625 kips kips 12.7 kips kips -14.3063 kips Sum P = 35.56933 kips sixteen1;:hs inch~s BEAM DEPTH 12 in. inches from conn. ctr line 26'9. 7'75 = 147.15 in-kips d 1.380181 .sixteenths X length L MIN. PLATE THICKN·ESS = 0.375 ·in. • --•• •---• -·------...... ~--• ..._ __ -M -~-• -. "• ~~ -• -• --•• • --•,• -------" -._ •••'--.. -----------• - ·-------~--. ... ---~.A----~~------ BRACED FRAME MEMBER DESIGN 2 STORY BRACED FRAME LOCATION:BRACED FRAME AT LINE 2.6 UPPER p = KL= .r = A.= Fy = Kl/r = Cc= Beta= Fa·=. Fas= BAACE: 20.65 17.2 1.95 3.52 46 TS5X5X3 kips ft. in. inA2 ksi. L.D.F. = bw/t = 105. 8462 < 7·20/SQRT Fy lil.5539 0.678234 13.2032 ksi. -1.33 22.66667 < 190/(Fy)A.5= O.K. 41.92308 >P reg= 20 .65 kips· MEMBER STRENGTH= Psc = l.7*A*Fa = 79.00797 . . -----. --__ ._ __ ~_ -- 28.01397 TITLE: BRACING BRACE CONNECTION DESIGN 2ND .FLOOR. B·EAM x·=. ·Y = BEAM TO BRACE TO GEQME'rRY: 10 14 ft. (center line to center line) ( II ) p DL p LL p ~x = = = 0.33 kips 1.33 kips 16 kipi:; (unfactored loaqs) (unfadtored loads) (unfactored·loads) ·-BRACE FORCES: Pgrav X = PE X ·= Pgrav Y = PEY = Sum Brace P: PE= 30.96837 Pgrav = 1.01999 BRACE Weld size= Welq, Length= LEFT 0.592857 kips 18 kips 0.83 kips 25'.2 kips kips kips sum P RIGHT -o .. 59286 kips 18 kips 0.83 ·kips -25.2 kips 31.·98836 kips 3 sixteenths 1.689716 in9hes CONNECTION PLATE SIZE:. h = 8 in. BEAM L = 18 in. DEPTH -12 in. Ctr of brace weld=7.857143 inches f.rom conn. ctr line V weld 3€i p y weld= 1.66 M weld = -180 + ~96 = 216 fV = 2 ki.ps/in. f c;i = 0.092222 kips/in. fb = .4 kips/in. fr 4.554809 kips/in. d = 1.443588 sixteenths X length L MIN .• PLATE· THICKNESS = 0.375 in •. in-kips CONTINUOUS FOOTING ANALYSIS TITLE: . BRACED FRAME FTG. AT LINE C.3 V:;:. w1 = w2= w3= w4= w5= \/£·= Lsw= Hsw= P1 = P2= P3= P4= P5= P6= b ftg = depth= leng~h= Sur:hP= Mot= Ma= xa = F.S.= ua= ea= Lftg/6.= 0.455 k/ft. 0.08 k/ft x1= 0 k/ft x1.= 0 k/ft x1:;: O k/ft x1= 0 k/ft X1= O k/ft x1= 24 ft. x1 = . 1-4 ft. x2 = 6.9k.x= 6.9k. x= Ok. x= Ok. x= 0 k. X::; 0 k. ·x= 2 ft. wt= . 2 ft. 28 ft. 32.52 kips 174.72 ft-k. 455.28 ft-k. 14 ft. 2.60577 o.k. 8.62731 ·ft. 5.37269 ft. 4.6.6667 ft. 2 ft x2= 0 ft ·x2= 0 ft x2= 0 ft x2= 0 ft x2= 0 ft x2= 2 ft. · 26 ft.' 2 ft. 26 ft. 0 ft. 0 ft. O· ft. 0 ft. 0.6 k./ft. Mb=. xb = F.S. = ub= eb = Lftg/6= 455.28 ft-k. · 14 ft. 2.60577 o.k. 8.62731 ft. 5.37269 ft. 4.666.67 ft. qb max= 1.25648 ksf. qa max= 1.25648 ksf. qa min= o ksf. · qb min=· . .o ksf. 26 ft 0 ft 0 ft 0 ft 0 ft 0 ft -~ -"·-------~~--.... , __ ; --- CONTINUOUS FOOTING ANAL YS,IS · TITLE: v= BRACED FRAME FTG: AT LINE C.3 W/ L-L w1 = ·w2, = w3= w4= w5= vi:,=· Lsw= · Hsw= P1 = P2=. P3= P4= PS= P6= bftg = depth= length= $UmP= Mot= . Ma= xa = F.S. = ua = ea= . Lftg/6= . 0 .455 k/ft. 0.08 k/ft x1= Q. k/ft x1= 0 k/ft x1= 0 k/ft x1= 0 k/ft x1= 0 k/ft x1= 24 ft. x1 = 14 ft. x2 = 6.9 k. x= .6.9k. x= 25.46 k. X = 25.46 k. X = Ok. x= 0 k. x= 2 ft. wt= ·2 ft. . 28 ft. 83.44 kips 174.72 ft-k. 1168.16 ft-k. 14 ft. 6.6859 o.k. 11.906 ft. · 2.09396 ft. 4.66667 ft. . qa max= 2.15857 ksf. qa min= · 0 . .82'.14-3 ksf. 2 ft O.ft 0 ft ·Oft 0 ft 0 ft 2 ft. 26ft. 2 ft. 26·ft. 2 ft. 26 ft. 0 ft. 0 ft. x2= x2= X2= x2= x2= x2= 0.6 k./ft.' Mb= xb= F.S. = ub = eb= Lftg/6= 1168.1q ft-k. ·14 ft. 6.6859 o.k. 11.906 ft. 2.09396 ft. 4.66667 ft . . qb max= 2.15857 ksf . ·qb min= 0.82143 ksf. 26 ft 0 ft 0 ft 0 ft 0 ft 0 ft F-;- 3 #'-~ ~, .. q-. 1'~P.?, ---. ----··---~ ----. -. . CONTINUOUS FOOTING ANALYSIS ·TITLE: BRACED FRAME FTG. AT LINE 2.6 v=. w1 = w2. = w3= , w4= w5=· '1-16· = Lsw::;:: Hsw= P1 = P2= P3= P4= PS= P6·= b fig= depth= length= Sum P= Mot:;:: Ma= xa = F.S. = Ui~=- ea= Lftg/6= 0.8 k/ft. 0.08 k/ft x1= 0. k/ft x1= O k/ft x1= 0 k/ft x1= -0 k/ft" xt= · O k/ft x1= 20 ft. x1 = 14 fl. x2 = 7.8 k. X = 1 k. X = 0 k. x= Ok. x= 0 k. x= ·o k. x= 3 ft. wt= 2 ft. 26.5 ft. 34.25 kips . 256 fl-k. 519.213 fl-k. 15.1595 ft. 2.02817 O.k. 7.68504 ft. 5.56496 fl. 4.41667 ft. qa max= 0.99038 ksf. qa min= . o ksf. 3 ft x2= 0 ft x2= 0 .ft x2=' . 0 .fl X.2= .o ft. x2= 0 fl. x2= 3 ft. 23 ft "23 ft. 3 fl. 0 fl. 0 fl. 0 fl. 0 ft. 0.9 k./ft. Mb= xb = F.S. = ub= · eb= Lftg/6= 388.413 fl-k. 11.3405 ft. 1.51724 o.k. 3.86606 fl. · 9.38394 ft. 4.41667 ft. qb max= 1. 9687 ksf. qb min·= 0 ksf: 23 ft 0 fl 0 fl 0 fl 0 ft .. · 0 ft ---.----·· .. ------...... CONTINUOl)S FOOTING ANALYSIS TITLE:· v= w1= vi2'= w3= w4= w5= VJ6 = Lsw= Hsw= P1= P2= P3= P4= P5= P6= ·b ftg= depth= length= SumP= Mot= Ma= xa= F.S.= ua= ·ea= Lftg/6= ·qa max= qa min= BRACED FRAME FTG. AT LINE 2.6 W/ LL 0.8 k/ft. . . 0.08 k/ft x1= . 2 ft x2= 0 k/ft x1= O ft x2= · o k/ft x1= O ft x2= 0 k/ft x1 = O ·ft x2= O k/ft x1= o ft x2= O k/ft x1= o ft x2= 21 fl x1 = 2fl 14 fl x2 = 23 fl . 6.9 k. X = 23 ft 1 k. x= 3 ft. 25.46 k. x= ~-3 ft. 4 k. -x= .3 fl o k. x= 0 ft. 0 k. x= 0 fl 3 ft wt= 0.9 k./ft. :2 fl 26.5 fl 62.89 kips 268.8 ft-k. 1096.29 tt~k. Mb= 570.293 ft-k. 17.4319 fl xb= 9.0681 fl 4.07847" o.k. F.S.= 2.12162 o.k. 13.1578 fl ub= 4.79397 ft: 0.09222 fl eb= 8.45603 fl 4.41667 fl Lftg/6= 4.41667 fl" 0.80759 ksf. qbm~ 2.91524 ksf. 0.77455 ksf. qbmin:;::. O ksf. 23 ft 0 ft 0 ft 0 ft 0 ft 0 ft 2-·S ------------------,. . ------ R2H Engineering, Inc. PROJECT_O-=f)~t~·~b>'--'e~.~--·c::j....:..;...o~~~F_· ______ - JOB NO. _7__,? l"-~-4-'---- DATE _ __,7'---Z_$_,_9_7 __ BY _______ ....,_ ___ SUBJECT_ . ...;...J_r _· _,<:::._· -,--.:.1_·. _1:_. _,f_i_.$ ___ A __ Tc=a__,_e,"'---__ SHEET 21 OF __ -------, --I --. _I --<--~--~------,------,---_____________ ... _ ------.. -----. J I e I~ 7... -~ , A -r~ b. - J'lE=-w ~ ~ 0, ~ (,a1°?) ... ,_01~ )( :t:> ,0 1 J !--------------. ---'·-·-.. --' ·r o -k -~-'---~. ----r,-.'=-----1·-~---. ------r--, ·--------=. t:1,. a,~ .. -------------.-~------· ---~---------,--P. . -. "2- l-Jz_-. ---·-·-- I,u., . ;, :t J I ~ I ,I.$ . / A To i3 -----------··-·-·--·-----. --_, ·-· -· --~----~----------------------- -r-· ' I ' t. .c..C,[o _ t. e_, ,/UOOe: 2. ·c:; 4 Set: · c,4 l.-G,, s FClR.. J 7 e-I, '2. ) .e ~ c. .. . -=' _. • ~ ~ .•. ~ . J-J o {.) e. '2-. =-I r,, o, i) (!, /JO~ '2--~ -4-. LJt-J~~,._, (Pvc-rS) :,~ c.°A vc..~ f'~ J7 0-(.S; $ 1" <:.. .,.. + ·-.,._ --' -,,--.----·. ·!---·--· -·---·-; - •a••;_ --~---•••·•• ••" --~-,..._._, --·+------• •·-•·--• ~•---... ..--_. ___ ·------·--I --·••• - -·· ---... ;·-·----. ,. • -+ -_ .. ·--·-______ _/ ··-· --------. -·-.. -r 1··---•--•·• ---· ------·- . ~ J_ ---· ·-----__ ,,__, ~-------1--,---=-~-'- l. I . , · · -... i---·_ ----.. ---. . r -----~ -· ---·- ---·· -· .-'·-· ··----·-· . ----·--------·--. R 2II Engineering, Inc. JOB NO. '17 / 4-4- PROJECT. C>D'1'~Sl!$-1 DATE Cf-2., -97 BY _______ SUBJECT,..._----------------SHEET ~~ · OF __ -~-------·· -·J I ~ CR, ri5 ·i •o . 1 A :,o ~ · . . . ···--· ... .' . ~ .. . .. -----, ------... . @ f, I f,z.. ~~ -p"" :-~_..f'4 .. P1 ,P:z. ·-· .. f~/-:. :...0) ... ·---- . -~ =-Jf_:~ 4 f q to ~--!::;,:: ,: ,: ... :~; ~" 24-~J ~-~) ) =~:.,~=~~--------~V\17\iALAJ • • -. .. • • --• • -; • •!' --• -• • • • ·----·-.-~ -~~ ... =~ -------;----- _: • -· •• • ~~-_. ~ -~ • • ! • • !.___1 L __ _ · ·· ·3-S 8 it··· 14 ·17 · ·.20-·u ---z~ z1 ~:z. ··---··-------··· --------··---·---·· ------··· ----------: . -' . . . . ! -. ',, ! ' i Oi<-IC:riJAL l...oADlA.lc; ! . :iii.·~~ -+--,'2--'5 k ·e2 'AzJT--~..J...i.... ~:.(:· ------------"'·· ----------. . . . . ··-... ---· -:·----c:erc.:u.t~ --------·--... -· -.------- t,.lct,J · 1..DA.o.s. · ': · { • o,~ +:oi<o Y.. 8, o' Jr' .F, Pz. -= (.~1 t ·lot X ~ 74o +, ]pc, I· ) .· . I f\ ,,,. (. lo1 )C ?} )( • '"!fo "" ilo-> ) = - ,lo z.,. 0,1"1 Cc . ---,--------·----·· .... " . ------~-----------,..---• Ot.0-1.cfi 10.f' _CHOr:'.O p-= '3'3.~1..'· A. ::> /,"l.$ .... = -r~ : z~,~Z-= -Zt,., Bo t.. :s; '? z.1.a, i.~s ~O(go : -~--~:~~----· ~--. _ P ... u ... o..j ~ (z.4 ,t! 1s)( L, ~~) i' .. :3, :12-~. --~_: ___ .... . . ·---i . · u rJ rr 1-rP-s, Jo Ducr_s 1--{f f, (G) s Gi -6Hfi_;T~ ou7 rur _ ... . . ;' •. l?EuJ~ ThP --C/f~ -,,,..~~-- -/-} -To -2.,--;--. -·--· ' . ' V ~/ (, ,/ . -... w __ :r-4-·r-~~5 ----.: i---S,u . To: J7'a.'2.,/ RI.SA-2D (R) Version 3.03 R2H Engineering, Inc. Job 11545 w.· Bernardo Court, #300 Page 3. l San Diego, CA 92127 Date ·ODYSSEY GOLF TRUSS Jl @ GRID 1 .• 8, ,.A TO B Load Combination is .-W/DUCTS 2 . NEW LOADS-. Member End Forces ---:------------'""'!"'-------~~------~-.... ------... --------------------------------------- Nodes I-End J-End No I J Axial Shear Moment Axial Shear Moment ---------------(K)----~---(K)------(K-ft)--~----(K)---~----(K)------(K-ft)-- 1 1-2 11·. 92 0.40 -0.00 -11.92 0.40 0.01 2 2-4 11.59 0.24 -0.01 -11.59 0.37 -0.15 3 4-, 6. 18.89 0.32 0.15 -18.89 0.16 0.02 4 6-7· 18.89 0.23 -0.02 -18.89 0.25 -0.-01 5 7-9 25.18 0.24 0.01 -25.18 0.25 -0.02 6 9-10 25.18 0.27 0.02 -25.18 0.22 0.03 7 ,, 10-12· 29 .,73 0.22 -0.03 -29.73 0.27 -0.02 8 1.2:-13 29.73'. 0.28 0.02 -29.73 0.21 0.05 9 13-· 15 32.52. :>~1.n Lt 0 • .21 -0.05 -32.52 0.27 ·-0.01 iQ 15-16 32.52 0.28 0.01 -32.52 0.21 0.06 11 16-18 33.52 : • -~,!,tt,J~ 0 • 21 -o. 06 -33.52 0~27 -0.01 12 18-19 33.52 ' ' IO .27 0.01 -33.52 0.21 0.06 13 19-21 3·2. 71 0. 21. -0.06 -32.71 0.28 -0.01 ·14 2i-22 32.7 0.27 0.01 -32.71 0.21 0.05 15 22-24 30.18 0.21 -0.05 -30.18 0.27 -0.01 16 24-25 30.18 0.26 0.01 -30.18 0.22 0. 03- 17 25-27 25.91' 0.23 ... 0.03 -25.91 0.25 o.oo 18 27-28 25 .• 91 0.24 -o.oo -25.91 0.24 -o.oo 19 28-30 19.09 0.24 0.00 -19.09 0.24 -o.oo 20 30-31 19.09 0.18 o. oo· -19.09 0.30 -0.13 21 ~1-33 11.88 0.36 0.1'3 -11.88 0.24 0. 01 22 33-34 12.21 0.40 . -o .. 01 -12.21 0.41 0.00 23 3-5 -14·. 76 0.02 -o.oo 14.76 -0.02 0.05 24 5-.8 --22.25 o.oo -0-. 05 . 22.25 -0.00 0.05 25 8-11 -27.65 o.oo -0.05 27.65 -o.oo 0.07 2_6 11-l,4 -31.34 o·.oo -o.~ 01 31.34 -0.00 0.07 27 l.4·-17 -33.21 >)l,1t,". 0. 00 -0.07 33.21 -0.00 0.07 28 17-20 -33.30, , I{ -o. oo· -0.07 33.30 o.oo . 0. 07 29 20-23 -31.63 · · e,ir.._o. oo -0.07 31.63 o.oo 0.07 3,0 ~3-26 -8. -o.oo -0.07 28.25 0.00 0.06 31 .26-29 -22. 72 -o.oo --o. 06 22.72 0.00 0.05 32 29-32 -15.10· -0.02 -0.05 15.10 0.02 o.oo .wi.. 33 1-3 -13.34 c...J.E'Lj;) -o.oo o.oo 13·. 34 o.oo o.oo VIS.34 2-3 0.72 ....--o.oo o.oo -0.72 -o.oo o.oo w~ 35 4-e 3 ([;]D -o.oo o.oo -6.21 o.oo o.oo l.v4-36 . 4-5 -6. 21 {-()~C.O 0.00 o .. oo 6.21 -o.oo o.oo I/ I 37 6-5 0.87 i..-· o.oo o.oo -0.87 .o. 00 o.oo w'5, 38 7-5 5 •. 07 i---;.. o.oo o.oo -5.07 -0.00 o.oo ~ 39 7-8 -4. 41 l.<)ISL;.D o.oo 0.00 4.41 -o.oo 0.00 VI 40 9-8 0.52 ----· o. 00 o.oo -0.52 o.oo o.oo w, 41 10-a· 3.72 I,--o.oo o.oo -3.72 -o.oo o.oo Wlo 42 10-11 -3.14 ......---o.oo o.oo· 3.14 -o.oo o.oo VI 43 1_2-11 o.~4 i.------0 •. oo 0.00 -:-0.54 o.oo o.oo --------------------'----· .. ·.· •,· RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 · San D.i,ego, CA 9~127 ODYSSEY GOLF TRUSS Jl@ ,GRID 1.8, A TO B Job. ____ _ Page -a~ Date ___ _ ----------------------·-----------------------------------------------------Nodes ===:::;:::= I-End :===== ===== J-End No :I J . Axial Shear Moment · Axial Shear ~oment -----•---------(K)--------(K)------(K-ft)---~---(K)--------(K)------(K-ft)-- ~1 44 13• 11 2.41 o.oo. o.oo -2~41 -o.oo. o.oo L<.,10. 45 1.3-14' -1. 77 0. 00 0. 00 1. 7'Z -o. 00 0. 00 VI 46 15-14 0.55 ·i..---"" 0.00 0.00 -0.55 0.00 0.00 , c.in 47 16-14 1.04 O.QO · 0.00 -1.04 -0.00 0.00 w12-48 16-17 -o. 48 o. oo o. oo o. 48 -o. oo o. oo VI 4 9 18-1 7 0 • 61 _.. 0 • 0 0 0 • 0 0 -0 • 61 0 • 0 0 0 • 0 0 ~,~ 50 19-17 -0.33 -o.oo o.oo 0.33 0.00 o.oo I.JI 51 19-'20 0.89 -0.00 0.00 -0.89 0-.00 0.00 ~ 52 21-20 0.55 0.00 o.oo -0.55 0.00 o.oo Lv ,o 53 2 2-2 0 -1 • 6 2 _.,_ -0 • 0 0 0 ~ 0 0 l • 6 2 0 • 0 0 0 • 0 0 ~q -5 4 2 2-23 2 • 19 .......---o . 0 0 0 • 0 0 . -2 • 19 · 0 • 0 0 0 . 0 0 V\ 5 5 2 4-2 3 0 • 5 3 .,.....-0 • 0 0 0 • 0 0 .,;. 0 • 5 3 0 • 0 0 0 . 0 0 Lva 56 2s-23 ".'"2.90 .....---o.oo o.oo 2.90 o.oo o.oo LA.Ji 57 25-26' 3.51 . ......--o.oo 0.00 -3.51 0.00 0.00 V{ 58 27-26 0."97 w~ 0.00 0.00 -0.97 0.00 0.00. /.u~. 59 28-26 -4.8l LveLO -0.00 0.00 4.81 0.00 0.00 wS 60 28-29 5.46 WEU.O -0.00 · O.QO -5.46 0.00 o.oo Vt 6.l 30-29 0.42 ,_.--0.·00 0~00 -0.42 0.00 0.00 .c.>4-62 3.1-29 -6.01 I.Jl:i~O -0.00 · 0.00 ·6.01 0.00 0.00 w, 6 3 :n-3 2 CG • 3 2) o . o o o . o o· -6 • 32 -o . o o o . o o v I E> 6 4 3 3·-3'2 o . 7 3 1.,./" -o . o o o . o·o -o . 7 3 o . o o o . o o wi. 65 ·34.-.32 -13. 65 t.Jei..o o. oo o. oo 13. 65 o. oo o. oo ........._ ___ _ RISA-2D (R) V~rsion 3.03 R2H Engineering, Inc. 11545 w. Bernardo court, #300 San Diego, CA 92127 ODYSSEY GOLF. TROSS Ji@ GRID 1.8, A TO .B Load Combination is 3.: EXIST. DL + MECH Member End·Forces Job ___ ___._ Page ·~;> ·Date·-.------ ____________ ...,. ______________________________ ~-----------..--------------------------- Nodes =====I-End===~= ===== J-End ===== No I J Axial Shear Moment Axial Shear . Moment ---·--------,----( K) --..------( K) ------( K-ft;) -------( K) --~.:---.--( K) ------( K-ft) -- 1 .1-. 2 2 2-4. 3 4-6 4 6-7 5 7-9 6 9-10 7 10-12 8 12-13 9 13-15 10 15-16 11 16-18 12 .18-19 .13 19-21 14 21-22· 15 22-24 16 24-~5 17 25-27 18 27-2-8 19 28-30 20 30-31 21 3·1-33 22 33-34 23 3-. 5 24 5-8 25 8-11 26 11-· 14 27 14-17 28 i7-20 29 20.,. 23 30 · 23·-26 31 26-29 ~2 29-32 33 1..-3 34 2-3 35 4-3 3·6 4-5 37 6-.5 38 7-. 5 39 7-8 40 9-8 4.1 10-8, 42 10-1]. 43 12-11 4.59 4.45 7.19 7.19 9. 78 9.78 11.63 11.63 12.74 12.74 ·13 .11 13.11 12.74 12.74 11.63 l.1.63 ·9. 79 9.79 7.20 7-. 20 4.47 4.61 -5 .'65 --8. 58 -10.79 -12.27 -13.00 -1.3. 01 -12.27 -lQ.80 -8.58 ~5.66 . -5 .14 0.32 2.35 -2:32 0.18 2.09 -1.81 0.22 1.52 -1.26 0.23 0.17 0.11 0.13 0~11 0 .10· 0.11 0.10 0.12 0.09 0.12 0.09 0.12 0.09 0.12 0.09 0.11 0.09 0.11 0 .10· 0.08 0.15 0.18 0.01 o.oo 0.00 o.oo o. oo· -o.oo -o.oo ...:o.oo -o.oo -0.01 -o.oo 0.00 o.oo o.oo o.oo 0.00 o.oo o.oo 0.00 0.00 Q.00 -o .·oo 0.01 0~06 0.01 ·O·. 00 Q.01 -0.01 0.01 -0.02 0.01 -0.02 o.oi -0.02 0·.01 -0.02 0.01 -0.01 0.01 0.00 0.01 0.06 0.01 -o.oo -0.02 -o. 0.2 -0.03 -0.03 -0'.03 -0.03 -0.03 -o. 02· -0.02 o.oo 0.00 0.00 o.oo o.oo 0.00 0.00 o.oo o.oo O.dO o.oo -4.59 -4.45' -7.19 --7 .19' -9.78 -9.78 -11.63 --11.63 -12.74· -12.74 -13.11' -13.11 -12.74 -12.74 -11.63 -11.63 -9.79 -9. 79 -7."20 -7.20 -4.47 -4.61 5.65 8.58 10.79 12.27 13.00 13.01 12.27 10 .. 80 8.58· 5.66 5.14 -0.32 -2.35 2.32 -0.18 ~2.09 1.81 -0.2:2 -1.52 1.26 -0.23 0.17 0.15 0.08 0.10 0.11 0.09 0.11 0.09 0.12 0.09 0.12 0.09 0.12 0.09 o.i2 0.10 0.11 0.10 0.11· 0.13 0.11 0.17 -0.01 -o.oo -o.oo -0.00 -0.00 o.oo o.oo 0.00 0.00 0.01 o.oo -o.oo -o.oo -0.00 o.oo -o.oo -o.oo o .·oo -o.oo .;.o.oo o.oo -0.01 -0.06 -0.01 -o.oo -0.01 0.01 -0.01 0.02 -0.01 0.02 -0.01 0.02 -0.01 0.02 -0.01 0.01 -0.01 -o.oo -0.01 -0.06 -0.01 o.oo ·0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.02 0. 0·2 0.00 o.oo o.oo 0.00 0.00 0.00 0.00 o.oo 0.00 o.oo o.oo o.oo RI;SA-2D (R} Version 3.03 R2H Engineering, Inc. ·11545 w. B~rpardo Court, #300 San Diego, CA 92127 · ODYSSEY GOLF -TRUSS Jl@ GRID 1.8, A 'lO B Job ____ _ Page "!:>4- Date. ___ _ ------------~---------------------------~-----------------------------------Nodes === I-End ===:::;::::=== ======== J-End No· ~ J Axial Shear Moment. Axial Shear Moment ------.... -----,.---(i<)--------(K)------(K-ft)----:----(K)---------(K)------(K-ft)-- 44 13-11 45 i3-14 46 15-14 ., 47 16-14 48 16-17 49 18-17 50 19-·J,7 51 19-20 52 2],-2-0 53-22-_20 54 22-23 55 24-23 56 25-23 57 25-26 58 27-26 59 28-26 - 60 28-2.9 61 30-29 62 31-~9 63 31-32 64 33-32 65 34-32 0.96 -,Q. 71 0. 2·3 0.40 -0.16 0-.23 -0.J.6 0.40 0.23 -0.71 0.96 0.23 -·1. 26 1.--52 0.22 -1.81 2.08 0.18 -2.32 2.34 0.32 -5.16 ·0.00 o.oo o.oo 0.00 0.00 o.oo -o.oo --0.00 0.00 -o._oo -o.oo 0.00 -o.oo -o.oo o.oo -o.o·o -o.oo 0.00 -o.oo o.oo ·-o. oo o.oo ·o. oo o.-o.o o.oo· 0. o.o o.oo O.QO o.oo .0.00 o.oo o.oo o.oo 0.00 0.00 o.oo 0.00. 0.00 O·. 00 -0. 00 o-. 0-0 o.oo o.oo o.oo -0.96 0.71 -o. 23·- -0. 40 0.16 -0.23 0.16 -0.40 -0.23 0.-11 -0.96 -0.23 1.26 -1.52 -0.22 1.81 -2.08 -0.18 2.32 -2.34 -Q.32 5.16 -o.oo -o.oo o.oo -o.oo -o.oo 0.00 o.oo o.oo o.oo o.oo o.oo o.oo 0.00 o.oo o.oo o.oo o.oo 0.00 o.oo -o.oo 0.00 o.oo 0.00 o.oo o.oo o.oo o.oo o.oo o.oo 0.00 0.00 o.oo 0.00 o.oo o.oo 0~00 0.00 0.00 o.oo 0.00 0.00 o.oo 0.00 0.00 _........... .... ___ ,..__ . ~ ._,. .. R 2H Engineering, Inc. JOB NO. ·Cf]( 4-1- PROJECT C>O'(SS.e.'i -BY _ __,..-------- SUBJECT _______________________ _ DATE __ Cf_-~2~~--~9~1-- SHEET ;,S OF __ -·-· ·-. -... -. ·-- ------. ..----· -----------. ---------------·--·-------~-, ORICriJAC. .... -~/ ,Z.:,t. ., F; p . z. -= · t~l.o7 t. 1o7 X 1r ,4o +-~-10;· ) ,.-:: . I· f'~ "" (. <o; )(. ~; )( • '1 to ¥ ,10;) ) . -. c... ·. f'--?1,0i- /2. -;::, (.'?..$ 1~ ::= -~1.6+ = (. -i S. :. .. t.. . . -1-• '2.--'$ . <2 ---. ~-t> -4 --· _ (ui-11t· itP lo ) ,Jo i.. (o~c.1.s ) i =· s~ "'~Pu7~ OU7f'c.f( p.,;..li ... -...) = . .(z.4 ,Zl ~~}{,, 7,~ ) -~ :_-~ Ci2-1._ .·.:_·~~ ~-··: ;'. ~f=u.J~_i-61'?. ·--C.,.,~---,--~~:. ---------·----- -JO .-To-2.S ·-:--·---... ·------, .. ! .. ·w( Ji/4 (I ( ~~;,:) 5 ~,.; -To' J7a.~./ I · .. -·--'----····;· -. __ t, lo __ ,. ___ :.. __ _ ··---··Fa_ ·=-3~,o l.c-S / --------·--· --. -----~--------------· · --~-------- ----·· ··----·-;·---.-.:~=:~.-:~.~=: · ~Q../l-~\J ·=-(~o .. o )( ,:~s;_ )--~-~3T,-~~'<,.~--~~4.'f't:··_-----:~----~~--~: .. _-~~·:;_._-~~,~~Ii·-:-- • • -• • • • • -• -• -·---•-·-'."""" ·---~-··.;.,,-C ·•••-·--;·-··: ----~--·------,".:J ii'' • i ·-1-· _-·· ·-.-··-··-'········----·-··-~ ,O:?:. __ '._; ---~---··-·· __,,o"f-'-ft~~ ·;~;-:-;:;·-,. _____________ , !_· __ . __ . __ •.• · , _____ .________ __ , , .. :.,, i ·I, I . . .. ·-··· _______ ---~ .. __ i · '.' ;.< J~.s~ i 1--~(1.Jo:. ,..,_ • , r I : : : ~ • 1 f • ! _,· ,u-:1-i" 1 ·1 '. I I·!:!; i l, ,l~t?;,!1,:.1..-, .j ,·1'. i l ·,' I ,l'-f·':l':-l"t:i~.L:-., --i:-t-.~,-.i--, +, ~+-! ·--i--~------,--j--, · . , ·: 1 ! f'; . · · · . I , 1 : , , . .,,""'f .~-1a ·r-i' ~:;-/ i~-~-: :_~ .. ••···· .. . ·~~~=:~L ·. : : :r-;;_c·:·J _ : ; __ -:-____ -_! .-:-i~i~-~i: ~/_-~.~--;-.~ . ---_ ... -·--· -·-~ wz.. ~? 414 . \/I uJ; Lu{R w?, wi " RISA-20 (R) Version 3.03 R2H Engineering, Inc .. 11545 'W. Bernardo Court, #300. sari Diego, CA 92127 . ODYSSEY GOLF TRGSS J2@ GRID .2.1, A TO B ' Load Combination is 2: NEW LOADS W/DUCTS Member End Forces Job ____ _ Page -&. Date ___ _ ------------------~-----------~---------------------------------------------Nodes ====--I-End -======== =====·J-End ===== No I J Axial Shear Moment · Axial Shear Moment · ---------------·( K) _______ :,_ ( K) ------( K-ft) -----~-( K) ---.-:-----( K) ------( K-f t) -- 1. 1-2 12.97 6.41 .o.oo -12.97 0.39 . 0.03 2 2-4 12.64 0.23 -0.03 -12.64 0.38 -0.15 3 4-6 20.14 o~~3 0.15 -20.14 · ~ 0.16 · 0.02 4 6-7 20.14 0.23 --0.02 -20.14 0.25 ·o.oo 5 7-9 27.98 0.23 -o.oo -27.98 0.25 -0.02 6 9-10 27.98 0.28 0.02 -27.98 0.21 0.05 7 10-12 33.20 0~21 -0.-05 -33.20 0.27 -0.01 8 12-. 13 . 3 3 . 2 0 ~ 31.1'Z: k.. 0 . 2 8 0 . 01 -3 3 . 2 0 0 . 21 0 . 0 6 9 13-15 36.40 0.22 -0.06 -36.40. · 0.27 0.01 10 15~ 16 36.40· :.f~~~o.2~ -0.01 -36.40 0.21 0.08 11 16-18 37. 04 leQ~. o. 20 -cL·oa -37. 04 o. 28 -o. 01 12 18-19 37.04 0.28 0.01 -37.04 0.20 0.07 1j 19-~1 35.6~ 0.20 -0~07. ·-35.64 0.28 --0.01 14 21-22 35.64 0.28 0.01 -35.64 0.21 0.06 15 22-24 · 32.53 0.21 -0.06 -32.53 o.~a -0.01 16 24-25 32.53 0.26 ·0.01 -32.53 0.22 0.03 17 25-27 27-69 0.23 -0.03 -27.69 0.26 o.oo 18 27-28 27.69 0.24 -o.oo -27.69 0.24 o.oo 19 .28-30. 20.28 0.24 ..-o.oo . -20.28 0.24 -o.oo 20 30-31 20.28 0.18 o.oo -20.28 0.31 -0.13 21 31~ 33 12.59 0.36 0.13 -12.59 0.24 0.02 22 33-34 12.92 0.40 -0.02 -12.92 0.41 0.00 23 3-5 -16.14 0.02 -o.oo 16.14. -0.02 0.06 24 5-8 •24.57 o.oo -0.06 24.57 -o.oo o.o~ 25 8~ 11. -~0.92 O~OO -0.06 30.92 -0.00 0.07 26 11-14 .99_. JJ,Sv(... b.0Q -0.07 '34.99 -0.00 0.08 27 14-17 · -37~05 -o.oo -0.08 37.05 o.oo 0.08 28 11-· 20 ..:36.52 ;,,:z~,r1r.-o.oo -0.08 36.52 o.oo 0.08 29 20-23 -~4.27 ~~qb 7o.oo -o.oa 34.27 o.oo 0.01 30 23·-26 -30.31 -o.cro -0.01 30.31 o.oo 0.06 31 26-29 -24.20 -o.oo ~0.06 24.20 o.oo o.o5 32 2·9-3.2 -lq.00, -0.02 .-0.05 16.00 0.02 -o.oo 33 1-3. -14.51 ~'-D -0.00· .o.oo 14.51 0.00 0.00 34 2-3 0~70 0.00 -0.00 -0.70 -o.oo 0.00 35 4-3 ~ -o.oo 0.00 -6.84 o.oo o.oo 36 4-5 -6.92 tvf:L-0 · o.oo o.oo 6.92 -0.00 0.00 37 6-5 0.87 t,,,/" o.oo o.oo -0.87 o.oo o.oo 3 8 7.,. 5 · .~ _ O • 0 0 0 . 0 0 -5 . 7 8 -o . 00 O • O 0 39 .7-8· -5.13 WE:.'-0 0.00 0.00 5.13 -0.00 0.00 40 9-8 0. 53 i.----0. 00 0. 00 -o. 53 · 0. 00 0. 00 41 10·-8 4.42Wftt-a 0.00 0.00 -4.42 -0.00 0.00 42 10-11 -3.43 ..,.,.-o.oo ·o.oo 3.43 -o.oo o.oo 43 12-11 0.55 . ......-o.oo o.oo -0.55 o.oo 0.00 . . . ......... -::... ____ _ -... ---.. __ .-. 1/Jl \}. vJ&, w-5 V W4 (j.;~ \J\5 l,o?- R!SA-2D (R) Version 3.03· R2H. Engineering, Inc. 11545 w. Bernarqo Court, #300 San. Diego·, CA 921_27 ODYSSEY-GOLF TRUSS J2@ GRID 2.1, A TO B Job ____ _ Page '?;~ Date ___ _ -------------------------------------------------------------------- Noqes I-End J-End No I J Axial · Shear Moment Axial .shear Moment .----~--~-------(K)--------(K)------(K-ft)---~---(K)--------(K)------(K-ft)-- 44 1~--11 _ 2. 70 / 0.00 o.oo -2.70 -o.oo o.oo 45 13-.. 14 -2.13 ~ o.oo 0.06 2.13. -o.oo o.oo 46 15-14 d. 86 ,,,-o.oo o.oo -0.86 o.oo o.oo 47 16-14 0. 98 -0.00 o.oo -0.98 -o.oo o.oo 48 16-.17 o .. 02 ... o.oo o .. oo -0.02 -o.oo o.oo 49 18-17 0,. 56 _,,,, o.oo o.oo -0.56 o.oo o·. oo 50 ;1.9-17 -o. 78 .--o.oo o.oo 0.78 o.oo 0.00 51 19-20 1.32 _,,,, -0.00 o.oo -1.32 o.oo o.oo 52 21-20 0.56'""' o.oo 0.00 -0.56 o.oo 0.00 53 22-zo -2.07 _, -o.oo o.oo 2.07 o.oo o .. 00 54 22-23 2.62 v -0.00 o.oo -2.62 0.00 o.oo 55 24-23 0.54 v o.oo o.oo -0.54 o.oo o.oo 56 25-23 -3.34 ._.,, -o.oo · 0. 00 3.34 o.oo o.oo 57· 25-26 3.94 /.,,,)"E;l.:Q ··-0. 00 0.00, --3.94 o.oo 0.00 58 27-26 0.98 Wet..p o.oo o.oo -0.98 o.oo o.oo 59 28-26 -5. 25 -I.vb~ -0. 00 o.oo 5.25 0.00 o.oo 60 28._ 2.9 c~-9~ ---o.oo · _ 0. 00 -5.90 o.oo 0.00 61 30-29 .42 0 •. 00 0. 00·. -0.42 o.oo o.oo 62 31-'29 -6. 44 WGL-£) -o.oo o.oo 6.44 0.00 o.oo 63 31-32 ~ o.oo o.oo -6.71 -o.oo 0.00 64 33-32 0.72 / -o.oo o.oo -0.72 o.oo 0. 00 . 65. 34-32 -14. 43 Wt:i..0 -b.00 o.oo 14.43 o.oo 0.00 -... ···.· RISA-2D (R): Version 3.03 R2H. tngin~ering, Inc. Job 11545 w. Bernardo Court, #300 Page ~5 San Diego, CA 92127 Date ODYSSEr GOLF TRUSS J2 @ GRID 2 .1., A TO ·a Load Combination i$ 3 . EX~.ST. DL + MECH· . Member End Forces ----------------~-----------~-----.--~-----~--·-------------~----------------- Nodes I-End J-End No I J Axial Shear Moment Axial Shear Moment ---------------(K)-..-------(K)------(K-ft)-------(K)~-~~----(K)-..-----(K-ft)-- 1 1-2 5.41 0.18 -0.00 -5. 41 · 0.17 0.01 2 2-4 5.27 0. 10 . -0·. 01 -5.27 0.16 -0.06 3 4-6 8.63 0.13 0.06 -8.63 0.07 -o.oo 4 6-7 . 8. 6.3 0.11· .o.oo -8.63 0.10 0.01 5 7-9 11.96 0.10 -0.01 -11.96 0.11 -0.01 6 9-10 11.96 0.12 0.01 -11.96 0.09 0.03 7 10-12 14.26 0.09 ..-0.03 ~14.26 0.12 -0.01 8 ·12-13 14.26 0.12 0.01 -14.26 0.09 0.02 9 13·-l5 15.53 0 .• 10 -0.02 -15.53 0.11 0.01 10 15-.16 15.53 0.11 -0;01 -15.53 0.10 0.02 11 16.,.. 18 15.51 ,0.09 -0.02 ·-15. 51 0.12 -o.oo 12 18-19 15.51 0.12 o.oo -15.51 0.09 Q.03 13 19-21 14. T4 0.09 -0.03 -14.74 0.12 -o.oo 14 21-22-· '14.74 0.12 o.oo -14.74 0.09 0.02 15 22-24 13.24 0 •. 09 -0.02 -13.24 0.12 -0.01 16 .24--25 13.24 0.11 0 .O·l -13.24 0.09 -0.02 17 2·5-27 10.99 0.09 .... 0.02 -10.99 .o .12 -0.01 18 27-2'8. 10.99 0.11 o.oi -10.99 0.10 0-. 00 19 28-30 8 .·0C 0.10 -o .. 00 -8.00 0.11 .-0.00 20 30-31 8.00 0.08 0.00 -8.00 0.13 -0.06 21 31-33 4.94 0.15 0.06 -4.94 O~ll o.oo 22· 33-34 5.08 0.17 -0 •. QO -5.08 0.17 -0.00 23 3-5 :..6.72 0.01 0 •. 00 6.72 -0.01 0.02 24 =i-8 -10.38 0.00 -0.02 i0.38 -o.oo 0.03 25 8-11 -13.33 0.00 -0.03 13.33 -0.00 0.03 .26 11-14 -14.98 0. 00 · -0.03 14.98 -o.oo 0.04 27 14-17 .-15.60 -o.oo -0.04 15.60 o.oo 0.03 28 17-20 -l.5.20 -o.oo -,o. 03 15.20 o.oo 0.03 29 ·20-23 -14:01 -0.00 -0.03 14.07 0.00 0.03 3·0 · 23--26 -12.20 -o.oo -0.03 12.20 o.oo 0.02 31 26-29 -9.59 -o.oo -0.02 9·_59 0.00 0.02 32 29--32 -6.26 -0.01 --0. 02 6.26 0.01 o.oo 33 1-3 -6.06 -o.oo 0.00 6.06 o.oo o.oo 34 2-3 0 •. 31 0.00 o .. 00 -0.31 -o.oo o.oo :3~ 4--3 2.84 -o.oo 0.00 -2.84 0.00 o.oo 36 4-5 -2. 87. o.oo o.oo 2.87 . -o. 00 o.oo 37 6-5 0.18 o.oo 0.00 -0.18 o.oo 0.00 38 7-5 2.64. 0~00 0.QO -2.64 -o.oo o.oo 39 7-8 -2.37 0.00 o.oo 2.37 -o.oo o.oo 40 9-8 0.23 o.oo ·o. oo -0.23 ·o. oo 0.00 41 10..-8 2.06 o.oo. o.oo -2.06 -o.oo o.oo 42 10--11 · -1. 40 o.oo o. 00 · 1.40 · -o.oo 0.00 43 12-11. . 0. 24 · .o. 00 o.oo -0.24 o.oo o.oo ,..t..•.-!.!~..t-----·----------·l- RISA-2D (R) Version 3.03 R2H Engineering, Inc. Job 11s45 ·w. Bernardo Cou:r:t, '#300 Page ~q San-Diego,-CA 92127 Date ODYSSEY GOLF TRUSS J2 @ GRID 2.1, A TO B ----------------------------------------------------------------------------Nodes I-End . . J-End --------- No I J Axial Shear Moment Axial Shear Moment -------~--~----(K)~--~----(K)~-----(K-ft)-------(K)--------(K)------(K-ft)-- 44 13-11 1.08 o.oo o.oo -1. o·s -o.oo 0.00 45 13-14 -0.83 o.oo. o.o.o 0.81. -o.oo o.oo 46 15-14· 0.54 o.oo o.od -0.54 o.oo 0.00 47 16-14 0.11 0.00 o.oo -0.11 -o.oo o.oo '48, 16-17 0 .• 14 0. 00 ·. o.oo -0.14 -o.oo 0.00 49 18-17 0.24 o.oo· 0.00 -0.24 0.00 o.oo '50 19-17 -0.46 -o. 00' 0.00 0.46 0.00 0.00 Si 19-20 0.70 -o.oo 0.00 -0.70 0.00 o.oo 52 21-20 0.24 0.00 , 0. 00 -0.24 o.oo o.oo 53 22-20 :..1. 01 -o.oo 0.00 1.01 0.00 o.oo 54 22-23 1.25 -o.oo 0.00 -1. 25 · 0.00 o.oo 55 .24,-23 0.23 o. o·o 0.00 -0.23 o.oo 0.00 56 . '25-23 -·l. 57 :-0.00 ().OO 1.57 · 0. 00 0.00 57 25-26 1. 8i . -0.00 o. oo· -1.81 0.00 0.00 58-27-26 0.23 0.00 0.00 -0.23 0.00 0.00 59· 28-26 -2 .1.2 -0.00 0.00 2.12 o.oo o.oo 66' 28-29 2.38 ..,,.0.00 0.00 -2.38 0.00 o.oo 61 30-29 0.18 0.00 . o .·o-o -0.18 0.00 o.oo 62 31-29 -2.62 -o.oo 0.00 2.62 0.00 .o. 00 63 31-j~ 2.60 0.00 0.00 -2.60 -o.oo 0.00 64 3.3-32 0.32 -o.oo 0.00 -0.32 o.oo o.oo 65 34-32 -5.68 -o.oo o.oo 5.68 0.00 o.oo . -R2H Engineering, Inc. JOB NO. 'i] I 4-1- PROJECT OO'f<;:,~e., DATE __ Cf_-_2~~~--9_7 __ BY-....-----,--SUBJECT_.,...... _____ ,__ _ ___, ___ .................................... ....... SHEET __ 4_D_OF __ _ ' . ---.. -· . -. -·. ---· - .... ---·------. . · p o . · r p a -p. 1 · "' -· · © ,. '~. ~ t . . . :'-rf i'... r z. ·,·, ·.•· ,, •· ··(3) . . ... __________ _! 1~--1 .. 4 t ·q .l ~.~II~.}',~·,; ~.~~,:~34~--=~~ . w· A [ -.. . . . r-7.. --·----------. :-::. .. . . : ~:::.-~, .. ' __ ·_· : "-~---·· -.-~=--. -~ . ; i · -··------·--·---· · 3 -S 8 -·ll · ·-··t4 ·17 'io -~-·'23·--·-'ZI#-·---Z'f ·· · · ?2.. ------------------ ·7··---.-----t·--:_._. ~ -· ---,~---·--· ---. I_ • -·. -·-___ .. ______________ _ OR1c,JAL t...oAo,...Jc; ·! .Z:~1.-~(,-~ :.i~ k e2:~ A~i ~~"'"-- . . ... -----· -------· --Pi .. . . -.. .. .-: "10 ·c11hc.;11'1(, ... ( , off +;o,-'-!, Y. 8., o 'Ji =· .·'2fep i..;, SG:: ~HAi-T~ -(. ,.:n x-~=' X ~ '"°+,Joo·),.-:: I • .,.. i OU7f'U]" . • ~Cf, -~-----(LJ,.:u-r:· .HP lb )t ··. -·-.. __ -_ .. _ ~-.. -1)5 4 ( Poe. T..S ) , o.?;f. l4?.. --~ ~~ .: :~ · _ ~ · -· · . o"t 6 ~fa ·. -~~~-:.:'"(oi:ic T .S ·) I =~ ·-~= :..=.~==---.= f+ -: · (;:7;:+ ,./u · )( i~) -,~o .'--( HP5 ~) ··'. .-, . . . . . I , ,_ I • • . ; i P = ,1 ,o+r... A. ';t 1.-z., -1~ : ~1.0·+ = ~'l,&3 k~; ;,,-Z-1-8'j (. ~ s . . . .. ... -.. ---. " . .P ..... t1~--.) = (z.4,~~~l(,:-z.'$}::: -.-'3t:"i2-1._ ~-··: ! ---·------··------- ·,'._. teEu.J"'r" '1b~--. --C#~ -·f"A!!.J"V"• +~ -To --2 -Z.: ···'-- RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545, w. Bernarqo Court, #300 San Diego, CA 92127· ODYSSEY GOLF TRUSS J2@ GRID 2.2, A TO B Load Combination is 2: NEW LOADS W/DUCTS Member End Forces Job, ___ ____,;_ Page +! Oat~---- -----------. -----------------------------------------------------~ -----Nodes =====·I-End===== ===== J-End No I J Axial Shear Moment Axial Shear Moment -----------~---(K)--------(K)------(K-ft)---~~--(K)---=----(K)------(K-ft)-- 1 1-. 2 11~a1 o.3s· · o_.o~ -11.81 o.36 0.03 2 2-4 11.39 0.21 -0.03 -11.39 0.35 -0.14 3 4-6 18.26 0.30· 0.14 -18.26 b.15 0.01 4 6-7 18.26 0.22 ·-.-0.01 -18.26 0.23 -o;oo 5 7-9 24.40 0.22 o.oo -24.40 0.23 -0.02 6 9-10 24.40 0.25 0.02 -24.40 0.20 0.04 7 10-12 2s.as o.20~ ~0.04 -28.85 · 0.25 -0.01 8 12~ 13 ~8.85 0.26 0.01 -28.85 0.19 0.05 . 9 13-15 31.6 0.20 -0.05 -31.65 0.26 ·-0.01 10 15-16 31.65 )71,,z;" 0.26 0.01 -31.6>5 0.19 0.06 11 16-18 3_2.48 :.~i=,N'F,0.J,.9 -0.06 -32.48 0.26 -0.01 i; , i:: ; i ; i : ! ! · · f-~·o g : ~ ~ -g : g~ : ; i : ! ! g : ; ~ g : g ~ 14' 21-22 31.44 0.25 -o.oo -31~44 0.21 0.04 15 22-24 28.2 0.20 -0.04 -28.29 0.25 ~0.01 16 24-25 28.29 0.25 0.01 -28.29 0.20 0.03 17 25-21 23.54 0.20 -0.03 -23.54 0.25 -0.02 18 2 7 -2 .8 2 3 . 5 4 0 . 2 4 0 . 0.2 -2 3 . 5 4 O • 21 O • 0 O 19 28-30 J,.7.16 0.22 -o.oo -17.16 0.23 -0.01 20 30-31 17.16 0.17 0.01 -17.16 0.28 -0.12 21 31-3 3 10 . 6 0 0 . 3 3 b • 12 -·10 . 6 0 0 . 2 3 -O • O O 2 2 3 3-:-3 4 10 . 91 0 • 3 8, 0 . 0 0 -10 . 91 0 . 3 8 0 . 0 0 23 3-5 ~14.38 0.02 -o.oo 14.38 -0.02 0.05 24 5-8 -21.53 o.oo -0.05 21.53 -o.oo 0.05 25 8-11 -2~.83 o.oo -o~o5 2~.83 -o.oo 0.06 26 11.-14 -30.43 0.00 -0~06 30.43 -o.oo 0,.07 27 ;1.4-17 .,..32~36 >31,5v, ().00 -0 •. 07 32.36 -o.oo 0.07 28 1 7-2 0 -3 2 o 14 I d{l!'t,aJf, -0 o O O • O o O 7 3 2 • 14 0 • 0 0 0 o O 7 29·. 20-23 -30.05' ~e;ai,,-0.00 -0.07 30.05 0.00 0.06 30 23-26 -26.09 -o.oo -0.06 26.09 o.oo 0.05 31 26-29 -20.54 -o.oo -0.05 20.54 0.00 0.05 ~2 29-32 -13.44 -0.01 .-o.05 13.44 0.01 -a.oo W"2.. 33 1-3 -:l.3.2·8 ~LP--0.00 0.00 13.28 0.00 0.00 VIS 34 2-. 3 1. 03 c,...i~L-0 0. 00 0. 00 -1. 03 , -0. 00 0 ~ 00 W) 35 4-· 3 ~.. -o.oo o.oo -5.85 o_.oo o.oo ;_J( 3 6 4, .... · 5 -5 . 8 5 W~L-D O • 0 0 0 . 0 0 5 . 8 5 -0 . 0 0 0 . 0 0 VI 37 6-5 0 . 71 V-:-0 . Q (). 0 . 0 0 -0 . 71 0 . 0 0 0 . 0 0 ·~'5, 38 7-·. ~. 4.92 ~ 0.00 0.00 -4.92 -o.oo o.oo -v{., 39 7-8 . -4.32 ...---0.00 o.oo 4.32 -o.oo 0.00 \// 40 _9-$ 0.49 ..--o.oo o.oo -0.49 o.oo o.oo ,./( 41 10-8 3.66 ........ -0.00 o.oo -3.66 -o.oo o.oo w 2> 4 2 · 10 -11 -3 . 0 4 1./' 0 . 0 o, 0 ·. 0 0 3 . 0 4 -0 . 0 0 0 . 0 0 "I 43 12--11 o.s1 c...---o.oo· o.oo -o.s1 o.oo o.oo RISA-2D (R) Version 3.03 R2H Engineering, Inc. 1154$ w. Berrtardo Court, #300 San Diego, CA 92127 ODYSSEY GOLF TRUSS J2@ GRID 2.2, A TO B Job. ____ _ Page 4-2-. Date ___ _ ------~~--~----------------~------~~--------~-------------------------------Nodes ===== I-End ====== ===== ·J-End ===== No I J Axial Shear Moment. Axial Shear Moment -------~-------(K)--------(K)----~-(K-ft)-------(K)--------(K)------(K-ft)--!.vi 44 13-11 2.37 v" o.oo o.oo . -2.37 -o.oo ·0.00 . WKJ 45 13-14 -1. 84 ---O. 00 O. 00 1 ~ 84 -o. 00 o. oo vi 46 15-i4 o •. 58 o.oo o.oo -o.5~f o.oo o.oo wu 47 16 .... 14 1.07 o.o·o o.oo -1.01 -o.oo o.oo w11,-48 1.6-17 --0.18 . O.QO 0.00 0.18 -0.00 0.00 Vt 49 .18-17 0._52· 0.00 0.00 -0.52 0.00 0·.00 ~,~ 50 i9-17 ~Q.52 -o.oo 0.00 0.52 o.oo o.oo wn 51 19-20 -1. 05 -o. oo o. 00 -1. o5 o. oo o. oo .v, 5 2 · 21-. 2 o · o • 7 9 o • o·o o • o o -o • 7 9 o . o o o • o o ~~ 53 22-20 -2.10 -o.oo 0.-00 2.10 o.oo o.oo w, 54 22-23 C2&4) -o.oo o.oo -2.64. o.oo 0.00 VI 55 24-· 23 0. 50 ~ 0. 00 0. 00 -0. 50 0. 00 0. 00 (,J~ 56 25-23 -3.31 ~ -0.00 o.oo 3.31' o.oo o.oo w7 57 25-26 3.85 ·I.---"'"' -o.oo o.oo -3.85 o·.oo o.oo v1 58 ?7-26 o.49 ~ o·.oo o.oo -0.49 o.oo o.oo Wt,, 5 9 2 8-2 6 -4 • 51 w ~I.{) -0 • O O O • O O 4 • 51 0 • O O O • 0 0 w-s 60 28-29 5.09 iuei..o -q.oo o • .oo -5.09 . o.oo o.oo VI 61 30-29 (). 40 ~ 0. 00 0. 00 -0. 40 0. 00 0. 00 l-\.)4,; 62 31-29 -5.61 i-.---o.oo o.oo 5.61 o.oo o.oo W:> 63 :n-·32 ~ · 0.00 0.00 -5.58 -0.00 0.00 V°l:-o 64 3.3.-3,2 0. 69 V . ..,.0. 00 0. 00 -0. 69 0. 00 .0. 00 wi. 65 34-32 -12.19 Wfa.D -o.oo o.oo 12.19 o.oo o.oo +-i -• .-- RISA-2D (R) Ve~sion 3_.03 R2~:Engineering, Inc. 11545 w. 1;3ernardo Court, '#300 San Diego, CA 92127 ODYSSEY GOLF TRUSS J2@ GRID 2.2, A TO B Load Combination is 3 : · EXIST. DL+ MECH Member End Forces Job. ____ _ Pag~ @ Date ___ _ ~----------------------------------------~---~------------------------------Nodes ==== I-End===== ===== J-End ===== No I J Ax·ial Shear Moment Axial Shear Moment ____ :..._ ... ________ ( K) ---------( K) ------( K-f t) --.-----( K }--------( K) ------( K-f t) -- 1 1-2 2 2-4 ·3 4.,. 6 4 6-1 5 7-9 6 9-10 7 10-12 8 12-13 9 13-15 10 J,5-16 11 16-18 12 18-19 13 19-21 14 21-22 15 22-24 16 24-25 17 2.5-27 18 27-28 19 28-30 20 30-31 2l 31-33 22 33-34 23 3-5 24 5-8. 25 8-11 26 11-14 27 14-17 28 17-20 29 20-23 30 ·23-26 31 2.6-29 32 29-32 33 1-3 34 2-3 35 4-3 36 4-5 37 6-5 38 7-5 39 7-8 40 9-8 41 10-8 42 10-11 4-3 12-11 4.04 3.92 6.36 6.36 8.69 8.69 10.34 10.;34 11;31.· 11. 31' 11.55 11.55 11.16 11.16 10.15 10.15 8.52 8.52 6.25 6.25 ·3. 88 4.01 .;..4. 98 -7.60 -9 .• 61 -10.89 -11.50 -11.42 -10.73 -·9. 41' -7. 46 1 . -4.91 -4.52 0.27 ·2. 08· -2.07 0.15 1.87 -1.64 0.19. 1.39 -:-1.10 0.20 o. :l-4 0.09 0.11 0 .09. 0.08 0.10 0.08 0 .10. 0.08 0.10 0.08 0.10 0.08 0. 1,0 0.08 0.10 0.08 0.09 0.09 0.07 6.13 0.15 0.01 o.oo o.oo o .• 00 -o. oo· -o.oo -o.oo -o.oo -o.oo -o·. 06 -o.oo ·o. oo -0.00 0.00 0.00 0.00 o.oo 0.00 o.oo 0.00 o.oo -o.oo 0.00 0 .• 05 0.00 0.00 0.01 -0.01 0.01 -0.01 0.00 -0.02 0.00 -:0.02 0.01 -0.01 0.01 -o. 0·1 0.01 o.oo 0.00 0.05 o.oi 0. 00 .. -0.02 -o. ·02 -o. 0.2 -0.03 -0.03 -0.02 -0.02· ..-0.02 -0.02 . 0 .oo 0.00 o.oo o.oo Q.00 o.oo o.oo 0 .o.o o.oo o.oo o.oo -4.04 -3.92 -6.36 -6.36 -8.69 -8.69 -10.34 -10.34 -11.31 -11.31. -11.55 -11.55 -11.16 -11.16 -10.15 -10.15 -8.52 -8.52 -6.25 -6.25 -3.88 -4.01 4.98 7.60 9.61 10.89 11.50 11.42 10.73 9.41 7.46 4.91 4.52 -0.27 -2.08 2.07 -0.15 -1.87 1.64 -0.19 -1.39 1.10 -0,20 0.15 0.13 0.07 0.09 0.09 0.08 0.10 0.08 0.10 0.08 0.10 0.08 0.10 0.08 0.10 0.08 0.10 0.08 0.09 0.11 0.09 0.15 -0.01 -o.oo -o.oo -o.oo o.oo o.oo o.oo o·. oo o.oo o.oo o.oo -o.oo o.oo -o.oo o.oo -o.oo -o.oo 0.00 -0.00 -o.oo o.oo -o.oo -0.05 -o.oo -o.oo -0.01 0.01 -0.01 0.01 -o.oo 0.02 -o.oo 0.02 -0.01 0.01 -0.01 0. 01 -0.01 -o.oo -o.oo -0.05 -0.01 o.oo 0.02 0.02 0.02 0.03 0.03 0.02 0.02 0.02 0.02 o.oo o.oo 0.00 o.oo 0.00 o.oo 0.00 o.oo o.oo o.oo o.oo o.oo RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 "W.· Bernardo court, #300 San Diego, CA 92127 ODYSSEY GOLF TRUSS J2@ GRIP 2.2, A.TO B , Job ____ _ Page 44-: Date._.....;._ __ ~------~------------------------------~~------------------------------------No~es I-End J-End No I J Axial Shear -Moment Axial Shear Moment _________ . __ ;_ ___ ( K) --------( K) ------(K .;.ft)-------( K) :_ _______ ( K) -------( K-f t) -- 44 13-11 0.83 o.oo 0~00 ·. -0.83 -o.oo o.oo 45 .13-14--0.62 o.oo o.oo·, 0. 62--o.oo· o.oo. 46 15-14 0.25 o.oo o.oo -0.25 o.oo 0. 00 : 47 16-14 o'.29 o.oo 0.00 -0.29 -o.oo o.oo 48 16-17 --0.08 o.oo o.oo 0.08 -o.oo 0.00 49 '18-17 0.20 o.oo 0.00 -0.20 o.oo o.oo 50 19-17 -0.19 -o.oo o·.-oo 0.1~ 0.00 0.00 . 51 19-·20 0.39 -,-o.oo o.oo -0.39 0.00 o.oo 52 21-20 -0 .20 o.oo o.oo -0.20 o.oo o.oo 5.:3 22-20 -0.66 -,-o. 00 o.oo 0.66 o.oo o.oo 54 22-23 0.86 -o.oo ·O. 00 -0.86 o.oo 0.00 55 24-23 0.19 o.oo 0~00 -0.19 o.oo o.oo 56 25-23 -.1.12 -o.oo o.oo 1.12 o.oo 0.00 51 25--26 1.34 -o.oo -o·. oo -1.34 o.oo o.oo 58 27-26 -0.19 0.00 o.oo -0.19 o.oo o.oo 59 28-26 -1.59 -o.oo o.oo 1.59 0.00 o.oo 60 28-29 1.82 -o.oo o.oo -1.82 o.oo o.oo 61 30-29 0.16 o.oo o .-oo· -0.16 o.oo o.oo 62 31-29 -2.02 . -o. 00 o.oo 2.02 o.oo 0.00 63 31-32 2.03 . 0 .oo o.oo -2.03 -o.oo 0.00 64 33-32 0.27 -0.00 o.oo -o·. 27 o.oo o. o_o 65 34-32 -4.47 -o.bo O.QO 4.47 0.09 o.oo .............. ..___ .. ...., __ ----------.--- R2H Engineering, Inc. JOB N0._'1_7 t_+_t/-__ PROJECT oOY-$.S~Y Cot-J= DATE_C/_-_/4_~_-__ 9 __ 7 __ BY .... -___ __,.. ____ SUBJECT_J~"Z-~,1--·j'-'' ;>;;..__<!t __ ._....;"?,....;·.;.,;.J.,~~.;;.._·'?;;..,&;;;;;.....+1_:A-_:r. __ o-'B __ _ SHEET SJ OF __ : . --. ---·-·----· ·'J· ·-·:5 .. ··8 .. If •. L4 "-' · 17. ~-,_-~ ·-:::;Z:. :2,G, .•. ·,Z9 . -.. -···----··· ---·--·------------·---------·-· -.. -·--· .... -----·---~----. . . : . : . . .. i . : .. ,, ,_' : : ·, -•-• ·------/.. ·---'--, ·---. --~---'-,~+~-i~ "r. • ' I · . · ...... : .... _ t:, (1q. • oA-11111~ .... , 1~'2.. ,----~~-' F& .. .; •.. . . e M't'--P.'T~ · _ __ .. :... .. __________ : ___ : __ , .... F tJo ~u,lt;. · -N:evJ "C:o);o-~-• ···(:oi .. -~-}( · ... !!>,o I:_ -j' -;_-· :z..s'et, ':l.c// ( _NC _Ce:t W"-1~ /-..-. -_ ___ --·-· .NG:~ . Pc-~r : 1.:-oM:.r -: -------------- -. -·-. ----, ----· . __ . -·---·----/ . -------~e~ ·eo,.,A,t~~:~---- ~1.?1P1.11 ·---·-~----t~ .. ----... · ·p ·., -(,~7 )( ,141 )( Z.o l..) .. I ... /.c . ,o., --,--... -; ---;-,- r ' ·-----~ -------.. -.. ·-------.. ·---~---------·· - ·------------·------. . ----. ·--.: .. { _ . - -------· ~---i i ------------·----. --·-· ·----------L--- ---··-·---------------------· --·--· ~ ·-·--·-·-·· --------- ,--. --... __ ---··--------·-··----------·--r· -- • ---_ I -• ·-·-----. _ _:. --------..•. _i_ ---------·-·--· '---·-·-. __ ·_L __ -+--..,..---~-------------··------· ---. ---· ----..--------------,-----· I i • I ! ' -·-·-... i --. -! ·~ --~ . . :. : -· . . i . -. :_ ~ ----····-·-:·.-~--[. ~ . --+--·-· -~~. •'--,-· ·---·· ------. .. ---1--------··-- ---:-··--------· _____ ;-__________________ L -. 1 . I r .. --t---1 ------,-.+-- I 1 :...L~_: ________ ._i 1 1 ____________ :. _ _: ___ -1 1 ! ___ .. · ---. -~-L:_.:....;_:-_.:._: .. r· :-~.!--.. ~-'-;-_-1~i·_'._-_· __ --'-;-'-,--+·-· ..... :_1 -T·-· 1 _________________ • : i .---,.~-,-,-,-, ----- ,; t I _____ .;, !. : -i· . ! l ; ' ! : I.; .I I I I i I : ! ! i ; i ; I .f.: • !' ' I ¼~--__ ,,.__r_ RISA-2D (R) Version 3.03 R2fl Engineering, Inc .. 11545 W. ·Bernardo Court, #300 San Diego, CA 92127 .ODYSSEY GOLF' TRUSS J2' @ GRIDS 3 . 6 & 3 • 8 , A TO B Load Combination is 3 : . NEW LOADS W/ DUCT ~ember E!ld Forces Job, ____ _ Page 5'."S. Date ___ _ ------~--------------~~-~---~----------~------------------------------------Nodes ===I-End====== ===== J-End ===== No I J Axial Shear Moment Axial Shear Moment ---------------( K) --------( K) ------( K-f t) -------( K) ---.-=--'"".--( K) ---.---( K ""."ft) -- 1 ;i.-. 2 1.1.27 . 0.36 -o.oo -11.27 0.35 0.02 2 2-4 10.97 0.22 -0.02 -10.97 0.32 -0.11 3 . 4-6 17.11 . 0 .. 27 0.11 -17.11· 0.16 -o.oo 4 6-7 17.11 0.22 0.00 -17.11 0.21 .0~00 5 7-9 22.28 0.21 ~0-00. -22.28 0.23 -0.02 6 9-10 22.28 0.24 0.02 -22.28 0.19 0.03 7 10-12· 25.90· 0.19' -0.03 -25.90. 0.24 -0.02 S L2-13 25~90 0.24 0.02 -25.90 0.19 0.04 9 13~ 15 27.99 0.19 -0.04 -27.99 0.24 -0.01 10 15-16 27.99 0.25 0.01 -27.99 0.19 0.05 11 16-18 28.54 OK.,. 0.19 -0.05 -28.54 0.24 -0.01 12 1~-19 28.54 0.24 0.01 -28.54 0.19 0.04 13 19-11 27.56 0.19 -0.04 -27.56 0.24 -0.01 14 21-·22 27.56 0.24 0.01 -27.56 0.19 0.04 15 22-24 25.04 o.i9 ~ci.04 -25.04 0.24 -0.02 16 24-25 25.04 0.24 0.02 -25.04 0.20 ·0.02 17 25-27 20.99 0.19 ~0.02 -20.99 ·0.24 -0.02 18 21-28 20.99__ 0.23 '0 .. 02 -20.99 0.21 -o.oo 19 28-30 15.40. 0.21 0.00 -15.40 0.22 -0.01 20 30-31 15~40 0.16 0.01 ·-15.40 0.27 -0.12 21 31-·33 9.52 0.31 0.12 -9.52 0.23 -0.01 22 33-34 9.83 o.~6 0.01 -9.83 o.36 o.oo 23 3-5 -13.95 0~01 -o.oo 13.95 -0.01 0.05 24 5-8 -19.88 -o.oo -0.05 19.88 0.00 0.05 25 8-11 -24.26 0.00 -0.-05 24.26 -o.oo -0.06 26 11-14--27.11 o.oo -0.06 27.11 -0.00 0.06 27 14-17 -28.43 9~ 0.00 -0.06 28.43 -o.oo 0.06 2S 17-20 -28.21 --0.00 -0.06 28.21 -0.00 0.06 29 20-23 -26.47· -a.ob -0.06 26.47 o.oo 0.06 ~o 23-26 -23.19 -o.oo -0.06 23.19 o.oo o.o5 31 26-29. -18.38 -0.-00 --0.05 18.38 o.oo 0.04 32 29~ 32 -12.09 -0.01 -0.04 12.09 0.01 0.00 W 2. ~-3 i -, 3 -1.2 . 6 0 ·l~L.O ~0 • 0 0 0 . 0 0 12 . 6 0 0 . 0 0 0 . 0 0 VJ 7 3 4 2 -3 0 . 6 5 &--0 . 0 0 0 . 0 0 -0 . 6 5 -0 . 0 _O O • 0 0 w'J' 35 4-3 C'.'.[:Sp -o.oo .o.oo -5.86 o.oo o.oo \)II/-36 4-5 .-4.76 ....-o.oo 0.00 4.76 -o.oo 0.00 37 6-5 0.46 v-o.oo o.oo -0.46 o.oo o.oo 38 7-5 4.17 ,,.--0.00 0.00 -4.17 -o.oo 0~00 39 7-8 -3.61 0.00 o.oo 3.61 -o.oo o.oo 40 9-8 0.47 0.00 0.-00 -0.47 o.oo o.oo 41 10--8 . ·2.98 o.oo o.oo -2.98 -o.oo o.oo 42 10-11 -2.-46 o .. oo o.oo 2.46 -o.oo o·.oo 43 12~ 11 b,48 0.0-0 o.oo ~0.48 0.00 o.oo -"""'-'--'---· --·---··· .... RISA-20 (R) Version 3.03 R2H Englneering, Inc. 11545. W. Bernardo Court_; #300 San Diego, CA 92127 . ODYSSEY GOLF TRUSS J2 @ GRIDS 3 • 6 & 3. 8, A 'l'O B . Job ____ _ Page ii'? Date ___ _ ----------------------------------------------~-----------------------------Nodes ========I-End=========· ----------J-End No I J Axial Shear ~oment Axial Shear ·Moment -------~-------(K)------~-(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 44 13~ 11 1.8~ o.oo . 0.00 -1.82 . -0 .• 001 o.oo 45 13-14 -1.32 o.oo o~oo 1.3~ -o.oo o.oo 46. 15-14 0.49 o.oo 0.00 -0.49 0.00 o.oo 47 16-14 0~67 o.oo. 0.00 -0.67 -o.oo o.oo 48 16-11 -o· .. 11 · o.oo .o.oo 0.11 -o.oo o.oo 49 18-17 0.49 o.oo o.oo -0.49 o.oo o.oo 50 19--17 -0.49 -o.oo 0.00 0.49 0.00 o.oo 51 19-20 0.99 -o.oo 0.00 -0.99 o.oo o.oo 52 21-20 o.-49 o.oo o.oo -o.49 o.oo o.oo 53 22~ 20 -1.64. -o.oo. o.oo 1.64 0.00 o.oo 54· 22-23 2 .15 -o. 00 0. 00 -2 .15 · 0. 00 0. 00 .55 24-23 0.48 0.00 · 0~-00 -0.48 o.oo o.oo . 56 2-s-23 -2. 79 -o. oo . o. oo· 2. 79 o. oo o. oo 57 25-26 3.31 -o.oo 0.00 -3.31 o.oo o.oo 58 ·27-26 0.46 . o.oo 0.00 -0.46 0.00 o.oo 59 ·2s-26 -3.93 -o.oo o.oo 3.93 o.oo o.oo 60 28-29 4.49 -o.oo 0.00 -4.49 0.00 o.oo 61 3-0-29 0.38 _...., o.oo o.oo -0.38 0.00 o.oo 62 31-29 -4.99.,_........ -o.oo o.oo 4.99 o.oo· .o.oo 63 · 31-32 · 5.01 -----0.00 O.OQ -5.01 0.00 0.00 64 33-32 0.67 ...,,-o.oo 0.0.0 -0.67 -0.00 o.oo -·-W'2-65 34-32 ·-10.99 ~ 0.·00 0.00 10.99 0.00 0.00 --____ ...... __ _ R2H Engine_ering, In:c. JOB NO. q714; 4 DATE 9-/7, 17 PROJECT 00"( S5G't. Col./# BY ________ ,,_ SUBJECT J f c 4-. ~ SHEET ~ OF __ ' ·-• .------·r·--··---__ ,...__ ___ • _, --··------• .... ------------------··----------... -,. __ ··-· -------------------------! . ; -----. ---! --· • -:··----••.• --:-· -•• ------• __ ., __ -- ' , . I •,; II ~(p-_z_'r2, . ... f • I ----• . I . ... _, ___ ·. ; ·-- i . ··--:-· _··-~--=-~--=:~~{ :.· ---~:_·S -~>~> ll __ -· · .. :-!4 _· ~!1 _-_. =,o--~-=fa. _::_·=-_____ , _; _________ . , ___ l __ . _ c;P, A.,.., •. 2, ~/ +-~ I.e. ~ -,; &> ,J .,;;,..,---------r:-J/i1JJA.£-._l..-,9_~J,/4--"--.,__ 32. ·. I ,.'2._.;7 ___ ~AN+-LA €.L-..J-1•-------• New-LQ-410riJc:; : (-en+-.01(o)(.s.0 '} = ,'2.t(o 1c.;. f.i = . {.f47 )(. <o, ) ( z, c. <.. ) -= .o:'1 le. (HP r.) w,:: • D 17 -1 ~f~r,Jj,dJ:?~ H,4,,J --kl, ----c ... -----------) ·-------·-·-·' ---______ ., __ I -.. -·-·-________________ ,, ___ : ____ _ ,-~-------------·------'-----~-----------------------, -f , i I ----'-----------------------·--·-·······-·--·---~-----------''--'----~~--'---------!-:-- ---'-~---------------------.. ---- __ J , r : . ··1 ------· ---.. :·r ------. - ! : l ; ; I ' I j .'.,. l t I j I ! . I ! . ; I I : ! ! I 'i ' I J --; I . --.. f: --.-----. !· I I I :" :, i i 1 f : , • l • '. f ' _______ .. ___ ----·--·-----·-······ -- ·------· _____ L_ _______ - . . ·---·--· -...... ! -- -----:---_..i..,_ - ~--------... RISA-2D (R) Version 3.03 · R2H Engineering, Inc. 11545.W. Bernardo court, #300 ~~n Diego, CA 92127 ODYSSEY GOLF TRUSS J4@ GRID 4.3 Load Combination is 1: ORIG DES. LOADS Member End Forces Job_· ___ _ Page epf Date ___ _ ------~----------------------------------~----------------------------------' ' Nodes === I-End === ===== J-End ===== Nb I J Axiai Shear Moment · Axial · .Shear Moment ----,,-----------(K)~-------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 1. 1.-2 1. 93 0. 36 -o. 00. -7. 9·3·• 0. 41 -o. 08 a 2-4 7.56. o.31 o:08 ~7.56 o.34 -0~13 3 4-6. 12.18 0.29 0.13 -12.18 0.18 -0.02 4 6-7 12.18 0.23· 0.02 -12.18 o·.24 -0.03 5 7-9 15.71 0.23 0603 -15.71 0.23 -O.Oj 6 9-10 15.71 0.24 0603 -15.71. 0.22 ~0.01 .7 10-12 17.58 / 0.22 0.0.1 -17.58 0.24 -0.03 8 12-13 17.58 0.25 0.03 -17.58 0.22 -0.00 9 13-15 17~58· 0.22 o.oo -17.58 0.25 -0.03 10 15-16 17~58 0-24 0.03 -17.58 0.22 -0.01 11 16-10 15.1i 0.22 0.01 -15.72 0.24 -0.03 12 18-19 · 15.72 0.23 0~03 -15.72 0.23 -0.03 13 19-·21 12.19 0.24 0.03 -12.19 0.23 -0.02 14 21-22 12.19 0.18 0.02 ~12.19 0.29 -0.13 1~ 22~ 24 7.56 0.34 0.13 -7.56 0.31 -0.08 16 24-25 7.93 0.41 0.08 -7.93 0.36 0.00 17 3-5 -9.8_6 0.01 0.00 9.86 -0.01 0.03 18 5-8 · ... 14 .15 0. 00 -0. 0.3 14 .15 -o. 00 0. 04 19 _ 8-11-. -16.84 __,,,,, 0.00 -0.04 16.84 -o.oo 0.04 20 -11-14 -17.89,,_.......,.. O.OQ -0.04 17.89 -0.00 0.04 21 14-'17 -16.85 -o.oc -0 .. 04 16.85 0.00 0.04 2 2 · 1 7-2 0 -14 . 16 .,,.----o . 0 0 -o . 0 4 14 . 16 0 . 0 0 0 . 0 3· 23 20-23 ~9.87 -0.01 -0.03 9.87 0.01 0.00 24 1-. 3 -8.86-rZ,-z.)4.;tG?.5 0.00 o.oo 8.86 o.oo o.oo 25 2--3 -0.81 -:::t9,r4-0~.oo o.oo, -0.81 -o.oo o.oo 26 4-3 . 3.97 o.oo o.oo -3.97 -a.do o.oo 27 4-5 -3.50 -o.oo 0.00 3.50 o.oo 0.00 28 6-5 0.41 O.OQ 0.00 -0.41 0.00 0.00 29 7-s 2.97 o.oo o.oo -2.97· -o.oo ·o.oo 30 7-8 -2.35 -0.00 0.00 2.35 o.oo o.oo 31 9-8 0.48 0.00 o.oo -0.48 o.oo o.oo 32 10-8 1.70 o.o.o 0.00 -1.70 -o.oo 0~00 33 10-11 -1.11 0.00 o.oo 1.11 -o.oo o.oo 34 12-11 0.49 o.oo o.oo -0.49 o.oo o.oo 35 13-11 0.46 0.-00 o.oo -0.46 -o.oo o.oo 36 13-14 0.45 -o.oo 0.00 -0.45 o.oo o.oo 37 15-l4 0.49 0.00 0.00 -0.49 o.oo o.oo 38 16-14 -1.11 -o.Qo o.oo 1.11 o.oo o.oo .3·9. 16-:-11 1.10 --o.oo o~oo -1.10 o.oo o.oo 40 18~ 11 o.48 o~oo 0.-00 -o.48 o.oo o.oo 41 i9-17 -2.34 -o.oo o.oo · 2.34 o.oo o.oo 42 19-20 2.96 -o.oo o.oo -2.96 o.oo 0.00 43 21-·20 0.41 0.00 0.00 -0.41 0.00 o.oo ~·~~---------' ___ ,.._,.,._. -.. ---,----··· ..... RISA-2D ·.(R) VersiQn 3. 03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 San Diego, CA 92127 ODYSSEY GOLF TRUSS J4@ GRID. 4.3 Job ____ _ Page __ t.J:>_'1.-__ Date ___ __, -------------------------------. -----------------------------------------Nodes === I-End ===: ----------J-End No · :t. J Axial Shear Moment. Axial Shear Moment · ---~-------~---(K)--------(K)------(K-ft)-----~-(K)--------(K)~-----(K-ft)-- 44 22-20 -3.49 . -o.oo o.oo 3.49 o.oo o.oo 45 22-23 3.98 o.oo o.oo -3.9a ·· -o.oo o.oo 46 24-23 . 0.81 -o.oo o.oo -0.81 o.oo o.oo 4 7 25-23 -8. 86 ~ 0. 00 0. 00 8. 86 0. 00 O. 00 . ------------------·-··-----, ____ ----'"·---·-·--·----~--- -R!SA-2D (R) Version 3; 03 R2H Engineering, Inc. 11545 W. Bernardo Court~ #JOO San Diego, CA 92127 · ODYSSEY GOLF . TRUSS J4 @ GRID 4. 3 L9ad Combination is 2 : ,, NEW LOADING Member End Forces Job ____ _ Page t'.e3 Date ___ _ --~-------~-------------~---------------------------------------------------Nodes _ I-End==== ======= J-End ===== No I J . Axial Shear Moment Axial Shear -Moment ---------------( K )--------(K) ---.---( K-ft) ---~---( K) --~-----( K) ------( K-ft )-- 1 1-2 ~.32 0.38 -o.oo -9.32 0.40 -0.04 2 2-4 8.49 0.29 0.04 -8.49 0.36 -0.14 3 4-6 12.81 Q.30 0.14 -12.81 0.17 -0.01 4 6-7 12.a1 ,. 0.23 0.01 -12.81 0.24 ..:.o·.03 5 7-9 15.99 0.23 0.03 -15.99 0.24 -0.03 6 9-10 15.99 0.24' 0.03 -15.99 0.22 -0.01 7 10-12 17.500\( 0.22 0.01 -17.50 0.24 -0.03 8 l~-13 17.50 0.24 0.03 -17.50 0.22 -0.01 ·9 13-15 17.35 0.22 0.01 -17.35_· 0.24 -0;03 10 1s-16 17.35 o.24 o.o3 -17.35 0.22 -0.01 11 16-18 15.56 0.22 0.01 -15.56 0.24 -0.03 12 18~ -19 ·15.56 0.24 _ 0.02 -15.56 0.23 -0.03 13 _ 1~-21 12.09 0.24 0.03 -12.09 0.23 -0.02 14· Zl-22 12.09 0.18 0~02 -12.09 0.29 -0.13 15 22-i4 7.50 0.34 0.13 -7.50 0.31 -0.09 16 24-25 7~88 0.41 0.09 -7.88 0.36 -~.00 17 3-5 -10.-67 0.01 -o.oo 10.67 -0.01 0.04 18 5-8 -14.61 o.oo -0.04 14.61 -o.oo 0.04 19 8-11 · .,.16.94. Q.0·0 -0.04 16.94 -0.00 0.04 2-0 11-14 -17. 62 OK ..;0. 00 -0. 04 17. 62 0. 00 0. 04 21 14-11 -16.65 -o.oo -0.04 16.65 0.00 0.04 22 17-20 -14.03 ---o.oo -0.04 14.03 o.oo 0.03 23 2-0-23 -9.-80 -0.01 -0.03 9.80 0.01 o.oo W2 24 -1-3 -10.42 ~lJ) 0.00 O •. QO 10.42 0.00 0.00 -\/15 2s 2-;3 o ! 7~)~..ii::= o. oo-o. oo -1. 79 -o. oo -o. oo W:;, 26 4-3 3.76 o.oo o.oo -3.76 -o-.oo o.oo w 1-27 4-5 -3. 22 ._...--o. 00 0. 00 3. 22 0. 00 0. 00 vl 28 6-s o.40 o.Oo o.oo -0.40 o.oo o.oo w5 29 7-5 2.10~ o.oo o.oo -2.10 -o.oo o.oo 10 z-8 -2.08 -o.oo o.oo 2.08 o.oo 0.00 31 9-8 0.48 o.oo o.oo -0.48 0.00 0.00 32 10-8 1.43 o.oo o.oo -1.43 -o.oo o.oo 33 10-11 -0.84 0.00 _Q.OO 0.84 -0.00 0.00 3 4 12,.. 11 0 .. 4.9 0 • 0 0 0 • 0 o. -o • 4 9 0 . 0 0 0 . 0 0 35 13~ 11 0.19 0.00 o.oo -0.19 -0.00 o.oo 36 13-14 0.4Q -o.oo o.oo -0.40 o.oo o.oo 37 as-14 o.49 o.oo o.oo -0.49 o.oo o.oo 38 16-14 -1.06 -a.co ~.oo 1.06 o.oo -0.00 39 . 16-'17 1. 65 -o. 0.0 0. 00 -1. 65 0. 00 0, 00 40 is-11 -o.4a o.oo o.oo -o.48 o.oo o.oo 41 19-17 ~2.29 -O;OO 0.00 2.29 0.00 0.00 42 19-20 2.92 -o.oo o.oo -2.92 0.00 o.oo 43 _ 21-20 o.41 o.Oo 0.06 -0.41 o.oo o.oo ·----_ .... ---. -----·::·.:-· RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 San :Oiego, CA 92127 ODYSSEY GOLF TRUSS 'j4@ GRID 4.3 ... ·.· . -.. · Job __ --'--- Page IA--Date ___ _ ------~---------------------~--~------~~------------~-----------~-----------Nodes ===, I-End====== ========= ·J-End ===== · No I J Axial Shear · Momer;i.t Axial Shear Moment- -----------~---( K) -~------(K) ----~-( K-ft) ----~--( K) ~-------( K) ------( K-ft) -- 44 22-20 -3.45 . -o.oo o.oo · 3.45 0.00 0.00 • • • > v----. . 45 22--23 3. 94 0. 00 0. 00 -3. 94_, -o. 00 0. 00 46 24-23 o.ai"v"' -o.oo· o.oo· ;..0.81 o.oo o.oo 47. 25.-2.3 -8.-8i_.--"' o.oo o.oo 8.81 o.oo o.oo R2H Engineering, Inc. PROJECT 60'-( 55GT ~O-Lr J r--~ 4-4 BY _________ SUBJECT--~~~--------~------__,;----------- ' ' JOB NO. q714; 4 DATE 9-/7 ~ 17 SHEET ~S OF --- ----,----. --·· ' . -~ . ·----. ··-··-· ,----} ·•-·, ·-----~-=-:~7~Jss·· J·5.· .. --_--_._--_-·-_·--____ -. _--_-__ - ··-·---·--·--·-t.,i§Jc,,1-( ~ ,··:24-~-::~~~· ·.·:--·-~-~----~.:.-. -. ----~ . ..,_.... .) ... . . -· -.. . --. . ' .. ~--·. -·. . . -.. .,..,. ---. ; ' -.. . ... . ' -; -. ·-.._. -. -. . --------.. . _:· i-.:-: ... · :~ :·. :· . .. l f,. . ........ _ .. -----... ·---------; -,· r co,-,c;-PANEL.~--·-·· --: . -.... ··-. i .•. · .' i , ; : r , : L-~z~-t-=::-~· .~ r~':"-r:~to·-::.Jl.i-=-13'"'~15, ;:,~rni-;r:;·.JttT"·1·-·:--c--:;:-:;-_-:.--:· ·---------1 . -~. ~ -11 :!· t'I-:-(.Ii· , .., . -. • · · · · ~I · . : . · A · . · _____ 9tf!.l.e;JAJA t-, __ L-oAP,,14 ______ • _.1. .1&4__. L-.....ct ..... Z,S ___ ... __ c;_AN'( ____ ,PA,J€t....._f.1: ________ 1 1-0ew t.o~ r,,Jc; : · (·o ti+ .. 020 )( s:.o ' ) i=;, = c~0 )(. (,.-1 _)( z. o" ) = . ' ·-· . k .· -.7.48 .. ... . , -·· ·-·-. --· ·--··-,..... . · ... ----·_·-pMA;,r-·'='· ·-ID.I~ t.<t;S,-·::::·. /'}',(,,.2,,k, ---·----~- :--:·-·--:----.:--. :-----f CL·..,.. --·· · 19~(9i · --· -~ · ·:·ac ~~i" ·'"~ /·_ :·..c. -z. ,z._ ,,1· .. 2. x .ta'1 J 19PT c..1-t;:;,A o : -t ::. 10, '?') . ---z~ _ ,,, . _ · /o. ?,} ::-____ J_1_._:7_ff_·.k~,_' ___ ·.<. __ ;,~,O ··2.)c ;;~q ------·----L -··----------~-----·---· ... ------4--------------------~--- lut::o f.-<J2 -:r =-"l . -, t. . . -.. I ---~----------·---~------·-·· :,,_....~--·--~-~,---·-· :---· < r~. ~,e. 4 --. . . ---·- .... --\ ...... ·------ : .. __ ~f; . .. • -JO~ C/-fo,t?.o .... - I;:, O,z<., , •• -~1 C..1-t~.O -----1 ~ o. ~ ;--·-·· -- RISA-2D (R) Version 3.03 R2H Engineering, ·rnc. Job 1154/5 w. Bernardo Court, #300 Page ~(p San Diego, CA 92127 Date ODYSSEY GOLF TRUSS JS @ ·GRID 4.4 Loaa·combination is 1 . ORIG DES. l;..OADS . Member End Forces --------------~---------~---~--------------~--------------------------------Nodes I-End J-End No ! J ~ial Shear Moment Axial Shear Moment . -----,,---------,,--..,. ( K) --------( K) ------( K-ft) '-""'.'-~--... ( K) ----------( K) -----·-( K-ft) -- 1 1-~ 3.78 0. 2.3 -o.oo -3.78 0.23 -o.oo 2 2-4 3.62 0.08 0.00 -3.62 0.15 -0.06 3 4-6 5.27 0.18 0.06 -5.27 0.15 -0.03 4 6-7 5.27 0.16 o.o3 -5.27 0.16· -.o·. 03 5 7~ 9 6.89 0 .• 16 · O·. 03 -6.89 0.17 -0.03 6 9-10 6.89 / 0.17 0.03 -6.8'9 0.16 -0.02 7 10-12 .6. 89 0.16 0.02 -6.89 0.17 -0.03 8 12-13 6.89 0.17 0.03 -6.89 0.16 -0.03 ·9 13-15 5.27 0.16 0 •. 03 -5. 27 · 0.16 -0.03 10 15-16 5.27 0 .1s-0. o·3 -5.27 0.18 -0.06 11 16-18 3.62 0.15 0.06 -3.62 0.08 -o.oo 12 18-19 3.78 0.23 0.00 -3.78 0.23 -o.oo 13· 3,,.. 5. -3.97 0.01 . 0 .00 3.97 -0.01 0.02 14 5-8 -6.25 / 0 .oo. ,-0.02 6.25 -o.oo 0.02 15 8-:J_l -7.18 o.oo -o. 02. 7.18 -o.oo 0.02 16 11-14 -6.25 -o.oo -0.02 6.25 o.oo 0.02 17 14..:. i7. -3.98 -0.01 -0.02 3.98 0.01 0.00 ?<.12.. 18 1-. 3 ·-4.24 -o.oo o.oo 4.24 o.oo o.oo ·vt? 19 ~-3 0.35 -o.oo o.oo -0.35 o.oo o.oo .U) '.? 20 4-3 ·. 1. Ei2 0.00 o.oo -1.62 -o.oo o.oo lv 1-21 4-5 -1.80 -o.oo o.oo 1.80 o.oo o.oo \f I 22 6-5 0.32 o.oo 0.00 -0.32 0.00 o.oo W:5 23 7-5 :J,..36 -0.00 o.oo -1.36 o.oo o.oo C,vlp 24 7-8 -o. 8-9 -o.oo o.oo 0.89 o.oo 0.00 vi 25 9-8 0 .• 34 ·o.oo o.oo -0.34 o.oo 0.00 tv1 26 10-8 0.41 Q.00 0.00 -0.41 -o.oo o.oo viJ7 27 10-11 0.40 d.00 0.00 -0.40 -o.oo 0.00 VI 28· 12-. 11 0.34 d. 00 · o.oo -0.34 o.oo o.oo Wv, 2'9 13-11 .,-o .• 8"9 o.oo o.oo O·. 89 -o.oo o.oo (.()~ 30 13-· 14 1.36 o.oo o.oo -1.36 -o.oo 0.00 . VJ 31 15-l4 0.32 0.00 o.oo -0.32 0.00 o.oo 4)4. 32 16--14 -1.80 o.oo o.oo 1.80 -o.oo o.oo W? 33 16-17 1.62 -0.00 o.oo -1.62 0.00 o.oo 'l1S 34 18,-17 0. 3·6. o.oo .o.oo -0.36 -o.oo 0.00 U:)1-35 19-17 -4 •. 23 -o.oo o.oo 4.23 o.oo o.oo RISA-2D (R) Version 3.03 R2U Engineering, Inc. 11545 ~-Bernardo Court, #300 Sari Diego, CA 92127 ODYSSEY GOLF TRUSS. JS @.GRlD 4.4 Load Combination is 2: NEW LOADING Membe+ End Forces Job. ____ _ Page 0:17 Date ___ _ ---------------------------------~--------~---~-------------------~---------Nodes I-End J-End ===== No I J · Axial Shear · Moment Axial Shea+ Moment --.----------~---(K)--------(K)~-.----(K-ft)---~---(K)-----~--(K)------(K-ft)-- 1 1-2· 2 2-4 3 4-6 4 .6-7 5 7~ 9 6 9-10 7 10~ i2 8 12-13 9 i3-15 10 15-16· 11· 16-18 i2 18-19 13 3-.5 14 5-· 8 is a-11 16 11-14· 17 14-17 W'2. 18 1-3 V.1'5' 19 . 2-3 (,u?J 20 4-3 lJ 4-21 4-5 I/ 22 6--5 ws 2'3 7-5 'vi & 24 7-8 v 25 9-8 IJl7 26 10-8 ·w, 27 10-11 V 28 . 12-. 11 r.Ji, 29 13-11 05 30 . 1:3-14 v, 31 15-14 W4 32 16-14 wj 33 16-17 V{S 34 18-17 W2. 3:5 19-.17 6.88 0.37 6.21 0.01 8.33 0.28 8.33 0.25 10 .18 +c,s eJ~;~~. 25 10.18 0.25 9.97 0.24 9.97 0.2·5 7.70 0.25 7.70 0.23 5.30 0.23 5.55 0.35 -6.69 O~0;L .-9.52 -o.oo -10. 33 fq,~;1,-,7-0_. Q.0 -9.09 0.00 -5.83 -0.01 -7. 7t Wd.-0 -o. 00 J,.46 WELD -0.00 2.21 '--. 0.00 -2. 29 ,_.. -o. 00 .0.46........... 0.00 1.64 v--o.oo -0 .. 93.......... -0.00 0.50----0.00 0 .• 20 ,.._ o.oo 0.50 ~ 0'.00 0.50.....--0.00 -1.22 ,_-0.00' 1.93.---o.oo 0. 48--b. 00 -2.60 ...-0.00 2.36 ~--0.06 0.54 uJE:L.D. 0.00 -6.22 WCcl...[), ---0.00 -o •. oo. -o.os 0.10 0. 04 0.04 0.04 0.04 0.04 0.04 Q.04 0.08 0.01 0.00 .-0.Q3 . -o. 03 -0.03 -0.03 0.00 o.oo o.oo o.oo 0.00 0.00 0.00 0 ..• 00 0.00 o·. oo 0.00 o.oo o.oo 0.00 o.oo 0.00 0-! 00 0·.00 -6 .• 88- -6. 21 -8.33 -8.33 -10.18 -10.18 -9.97 -9.97 -7.70 -7.70 -5.30 -5.55 6.69 9.52 10.33 9.09 5.83 7.71 -1.46 -2.21 2.29 -0.46 -1.64 0.93 -0.50 -0.20 -0.50 -0.50 1.22 -1.93 -0.48 2.60 -2.36 -0.54 6.22 0.33 0.29 o.~1 0.25 0.25 0.24 0.25 0.25 0.25 0.27 0.13 0.35 -0.01 0.00 o .·oo .-0. 00 0.01 o.oo 0.00 -o.oo 0.00 o.oo o.oo 0.00 0.00 -0.00 -o.oo 0.00 ·-o. oo -o.oo o.oo -0.00 o.oo -o.oo o.oo 0.05 -0.10 -0.-04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.04 -0.08 -0.01 o.oo Q. 03. 0.03 0.03 0.03 0.00 0.00 o.oo ·o. oo o.oo 0.00 o.oo 0.00 o.oo o.oo 0.00 o.oo 0.00 0.00 o.oo 0.00 0.00 0.00 0. 00 · -_....:.._ R2H Engineering, Inc. PROJECT . 00 Y ~ S~'( C:.oe...-. I:: BY .... · ________ ...._ SUBJECT_.::J~7 __ ...;&~·J,:;,.;·.:::;2-;..._-:· --· -~---.---1;,_-_•0_c:_· __ JOB NO __ c-;_7 t_..f-_1-__ OATE----''1_-_/(.{?_-9.;...7,..___ SHEET __ ~_S_oF __ _ ·-· .. . ·--··-----· J ,1 ..,A 'T ... ·J .. :'& -. £5_ To .c..--: •--·-, •--·-·--I ' . ·-. . . --. --- ·ia·i1u · ! ·--.----:-----41 -e,t _~_K.r~e; ·-~am., -. J."' ··:,q ·-. . ·r ... . . ·, ._ '-----·-----·--_--·r·. --·---- . -----~ --· --- . ----·------ .... · ··-·--·-----···· o(iq.-:):a;.1P{tt;···::-~·;1~2-~~--:.UJ:J.f F:7'·ft.-~-s -~e .. AJ'rt'PT., ~----~-: .. .L __ ·_: ___ ---· . r~· ___ · __ : ______ ~~ ···.--· .. NE:~ L.o_A-0·~· ,: . ·//l·.-~~ jfi~; r·-·: xt ) . ~--; 2-!i:tc/,-----. -·(-w7c.e:1 L.1i-J<; r-~ _ ·-···· _ ... . . NG:w fCli--lT :--~uM~ .~ --~~ ·_ ~-=~ --~~:··_ .-. · · . ---· -45~~--~~;.,.~~ ·· .. -·-. -.... ---... ------·····-·---·--· -------·· ··-.. , ... --. L ·--· p ~ .. , .. ·-· --·-------· -·-t'~ ~ c.~7 J( I f41" )( ,e,40f... ) -·-· I , .. .o. ,-ak UIJ/T. . ---.. z 2'-./bb~ t>vc.7_5. -~, : 1 • ; 1• -::"> • ----. •• •• W_-z,. 2 • qot,Lt/, .f?~e7.5. w;.. -.-=---,,-,c-=-~----·--_·_··-'--_· _-· __ ·_._= . oJ·~ H/4 4·" ~'~-----l~e-·--_-.----~---~~-~---___ ----. ... L----~------·-·--_ .'R-E~l;A:t,-1;0 __ ·w.2_ ···-'--.. ____ , .. ----·-------: ·----·. ---.. ___ Lax,-s1,iJ4 ---- < ···-:: .to ::1. .. '2t4t"' f q,{ \,J . -. -.. Tof. t:;;H.oRD -,: -· ---. . --· ----~ --· . fe/4 r.s.P. -.{ ",J. .RiJuiicr Roo /$ 0, K, . APP .Wli~D ,.. . c:;;,e € ·otj~,-l. · ··· .· ·:_-. >E9-. F -= -~-z:. ~-fk---: · : , .... -----·-· ---·-. -~ -· ___ ;_ .. _······ ____ .. A.~_ <2,lC,v-i$~---~-,-~~-;L;i.. .. ·--_--: ·-------~~--;--~~--: ... ~-~---~----.-:--- . · -•· -· -· . · . · '.. · · -· -··· · ··--·-· ·--·· -·-· ·-·· .... i'?, 1:!.pJP".-T1-te ;... __ --. . ~ c:. ---7;,· i.-.:~,-.. :-: . ~g,,: t4-·-::,;;i' ->-~ 4. Q <t-o . ~ • / ,1:o p CH~ !_ .. : • • . . ! ,1.,~~ • • ·._~-_._. ------,.-"---"'' • • I, • • • •··• • ·•·••-•••.. ---• • ·-• .-·IJ:i .. ~.J~:4 .. • • -~-:-· ·-erli · · ·· · · ···-·---.... ~ ~E_ ...... : __ ~-'-· l -•{(' ' 1 : .--~~:. ,-. ·:. ~;+;:+~~ ... RISA-2D (R) Version 3.03 R2H E~gineering,, Inc. 11545 w. Bernardo court; #300 San Diego, CA 9'2127 · ODYSSEY GOLF TRUSS J7 AT 1.2, B TO C Loaci combination is 3 :. Member End Forces NEW LOADS W/ DUCT . . Job ____ _ Page __ ~_c:r ___ _ Date ___ _ ----------~-------------~----------------~----------------------------------Nodes-=========. I-End = · ·-===· == === J-End === No I ·J· · ·A,xial Shear Moment Axial Shear Moment ----~-~-------~(Kl-~------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 1 1-·2 12.21 . 0.43 -o.oo. -12.2! 0.42 0.01 2 2-4 11~63 0.26 -0.01 -11.63 0.38 -Orl5 3. 4~ 6' 18~37 0.32 0~15 -18.37 0.19 -0.01 4 6-7 18.37 0.26 0.01 -18.37 0.25 -o.qo 5 7-9 24.68 0.25 o.oo -24.68 0.27 -0.03 6 9-10 24-68 .0.28 0.03 -24.68 0.23 0.02 7 10-12 29.16 0.23 -0.02 -29.16 0.28 -0.02 8 12-1j 29.16 0.29 0.02 -29.16 0.23 0.04 9 13-15 1.82 0.23 -0.04 -31.82 0.28 -0.02 10 15-16 31.82 A:f,o 0.29 0.02 -31.82 0.22 0.05 11 16-18 32.67 0 0.22 -0.05 -32.67 0.29 -0.02 l\~),J f!!; . 12 18-. 19 32.67 0.29 ·0.02 -32.67 0.22 0.05 13 19-21 31.69 0.22 -0.05 -31.69 0.29 -0.02 14 21-22 '31. 9 0.28 0.02 -31.69 0.23 0.04 15 22-24 28.90 0;23 -0.04 -28.90 0.29 -0.02 16 24-25 28.90 0.2B 0.02 -28.90 0~23 0.02 i 7 25-21 24. 29. 0 ! 23 -·o. 02 · -24. 29 · o. 28 -o. 03 18 · 27~ 28 24.29 0.27 0~03 -24.29 0.25 -0.01 19 28-30 17.85 0.25 0.01 -17.85 0.26 -0.01 20 30-31 17.85 0.19 · 0.01 -17.85 0.32 -0.14 21 31-33 11.01 o.~7 . 0.14 -11.07 0.21 -0.02 22 · 33-34 11~43 o.43 0.02 ~11.43 o.42 o.oo 23 3-5 -14.61 0.01 . -o.oo 14.61 -0.01 0.05 24 5-8 -21.75 0.00 -0.05 21.75 -0.00 0.05 2s 8-11 -21.13 a.ob -0.05 21.13 -o.oo 0.01 2.6 11-14 "'.".'30.69 o.oo -0 .. 07 30.69 -o.oo 0.07 . 27 14-17 -32.45 A~o o.oo· -0.01 32.45 -o.oo 0.01 28 11-20 -32.38 f?.~tir, -o.oo -0.01 ~2.38 o.oo 0.01 29 20-23 -o.oo · -0~01 30.50 o.oo 0.06 30 23-26 ·-26.80 -o.oo -0.06 26.80 0.00 0.05 3i 26-29 ,.-21.30 -o.oo '--0.05 21.30 0.00 0.05 32 29-32 . --14.-02 -0.01 -0.-05 14.02 0.01 0.00 i,.J 2. 3 3 1-3 . -13 ·. 6 7 kJ Gt.D -0 . 0 0 0 . 0 0 13 • 6 7 0 . 0 0 0 . 0 0 Vtf 34 2-3 1.26 wel..D O.QO 0.00 -1.26 -0.00 0.00 W3 .35. 4· ... 3 ~,·, .J -0.00 ·0.00 -5.82 0.00 0.00 W4 36 4-5 -5.Ei'6 ~ 0.00. O~OO 5.66 -0.00 0.00 Vt .37 6-5 o.45 ..,.--o.oo o.oo -0.45 o.oo o.oo WI:, 38 7.., 5 .!:?.08 WE:L..O 0.00 0.00 -5.08 -0.00 0.00 39 7-8 -4.42 0.00 o.oo 4.42 -o.oo o.oo 40 9-8 0.55 0.00 o.oo -0.55 o.oo o.oo 41 10-8 3.68 0.00 o.oo -3.68 -o.oo o.oo 42 10-11 -3.06 o.oo o.oo 3.06 -o.oo o.oo 43 12-11 o.57 o.oo o.oo -o.s1 o.oo o.oo .,..,. ... .....,._._ .... , -~----:~ ,. __ ------· ws VI t.J4- C.V'3 V<.S lv2 RISA..:.2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo court, #300 San Diego, CA 92127 ODYSSEY GOLF· . TRUSS J7 AT 1.2, B TO C Job ____ _ Page _ _,1 ............ 0 __ Date. ___ _ ----------~--------------------------~------~-------------------------------Nodes I-.End J-End No I J Axial Shear Moment Axial· Shear Moment ---------------( K) ----,----( K) ----'""-·( K-ft) -----~-( K) --------( K) ------( K-ft) -- 44 13-].l 2.31 o.oo o~oo -2.31 -0.00 0.00 45 13-14 -1. 70 · o.oo 0.00 1.70 -o.oo 0.00 46 15-14 0.57 0.00 0.00 -0.57 0.00 o.oo 47 16-14 0.93 o.oo o.oo -0.93 -0.00 o.oo 48 1.6.:.. i7 -0.34 o.oo .o.oo 0.34 -0.00 o.oo 49 18--17 0.58 o.oo 0.00 -0.58 0.00 o.oo 50 .19-17 -0.43 -o.oo 0.00 0.43 0.00 0.00 51. 19-.20· 1.03 -o.oo 0.00 -1.03 0.00 0.00 52 21.-20 0.57 0.00 0.00 -0.57 o.oo 0.00 53 22-.20 -.1. 80 -o.oo 0.00 1.80 o.oo 0.00 54 22-23 2.40 -o.oo 0.00 -2. 40 · 0.00 0.00 55 24-23 0.56 o .oo· 0.00 -0.56 o.oo o.oo 56 25-23 -3.16 '.-0.00 0.00 3.16 0.00 0.00 57: 25-26 3.78 -0.00 o.oo -3.78 0.00 0.00 58 27-26 · 0.55 o.oo o·. oo -0.55 o.oo 0.00 59 28-26 -4.51 -o.oo o.oo 4.51 0.00 0.00 60 28-29 5.181..U~ -o·.oo o.oo .:..5.18 0.00 0.00 61 30-29 0.45 i..------o.oo 0.00 -0.45 o.oo 0.00 62 31-29 -.5. 77 0Ec.,c. -o.oo o.oo 5.77 0.00 0.00 63 31-32 ~-0.00 0.00 -5.80 -0.00 0.00 64 33-32 0.79 i..----o.oo o.oo -0.79 0.00 0.00 65 34-32 ~12 .• 78 l.;6l...D 0.00 o.oo 12.78 0.00 o.oo R2H Engineering, Inc. PROJECT OOYSS~'( Co'--t: - -SY __________ .... SUBJECT __ ..;;...,' ,..;;7 ___ a!.,...·J __ ,.,...5..,_._._. __________ :=,_-_,o_c. __ -.. ----,-.·~--J .1 ____ A-r ---:r-., -. e_,Q ..c-_--·: ····--·--·------· _____________ , --.------·------- . ; I ., ff •. [ . -- 4 "1 -~~ l...,~ ~oJq ~G71-L, ' ... ·-~: -·:·--:--· JOB NO __ ~_] I_~_/ __ DATE ___,;9_-_/"tt?_-__ 9 __ 7 __ SHEET 7( OF __ ---------·--. -·· -··---' --2'---··z, '. -·------. ___ ,. ~---o°(j~-; t."i,)t;ii:J"i···:-;-1"?,2· ~--~JJfF~-+<~1.; ·~e--AJ~~PT.-----·:-__ -__ --------- t:: w/ ~'-',1,:; • - . N ~-~ l..o_A-a 5 •-(,;3-_., o~i_")(-~~e/:d, .l . -x~ ) == ., 232.. "'0 NG:w fet,-JT ___ "-iJAIOJ : f r',c l( . \(' -"-.let.. ) · l..,,tD7 ; , l#j , #I.; · -.o. "J&k: !.l>J1 r· -.::. o .. Jeo ~ t)(.)CT..S f .. -F =---· .-I~. I~·~ < . -; ~[lov,1 r.<:...P--.,. 1- ·wEL.:D L~<;T1-1. 8,E:.QD ""' = ff :, '2.7'3 / 2,$0 Tof CHoRD 11 I, •I Ou-0 u--t' I --·-~x ,~1I}J4 I "~ R<JutJ6 RCD 150,i< Af;P W:!..D E9 ·-"-~--------F: -.~o.'fe,:I.c----'---'-:-----·-------. --------------··--------1 ----,-·-· ··------··· A __ :::. ___ ('.2.J( -~:k$ ~ .. ~ _ (,~5 L~1: ____ _ ' - --:;..-7 -= z~~,s-.:.;~·;, -< 24.t>9o ; . 1op·c~~-: -I ,'Z.7-0 - ----------.:.·----------'--------------------tt--'l '? o;·"'-.,. -·---·--·- ·-__ .;..._! -• ----• . ! .• . -. ··--·--; -. -.--.. r ·j - -·--~----··- u.;-z... Vt.:> W? w+ V'\ w5 RISA.-2D (R) Verslon 3.03 R2H Enginee~ing, Inc. 11545 w. Bernardo Court, #300 San Diego, CA. 92127 ODYSS:e:Y GOLF TRUSS J7 AT 1.5, B TO C Load combination is 3 : NEW LOADS W/·DUCT Member End Forces· Job ____ _ Page '7'2.. Date ___ _ --~-~-----------------------------------------------------------------------Nodes == I-End--------~~ ===== J-End No I J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------{K-ft)~------(K)--~-----(K)------(K-ft)-- 1· 1.-2 2· 2-4 3 4.,.. 6 4 6-7- ,5 . 7-9 · 6 9-· 10 7-10-12 8 12-13 9 1.3-l,5 10 15-16 11 1"6-18 12 18-19 i3 19-21 ;J.4 21-22 15 22-24 J,6 24--. 25 · 17 25-27 18 27-28 19 28-3,0 20 30-31 21 31-33 22 33-34 23 3-5 24 5-8 25 8-11 26 11-14 27 14-17 28 17-20· 29 20-23 3:0 23-. 26 31 26-29 32 29-32 33 1-3 34 2-3 35 4-3 36 4-5 37 .6-5 38 7-5 39 7-8 40 -9 ... ? 41 1.0-8 42 10-11. 43 . 12-11 .11. 74 11.16 17.54 17.54 23.49 23.49 27.71 27.71 30.20 30.20 ~ 30.98 30.98 30.05 30.05 27.39 27.39 23.02 23.02 16.91 16.91 10.48 10.82 -13.99 -20.72 -25.79 -29.14 / . -30. 78 -30.70 -28.9i -25.40 -20. 17' -13.28 -13 • 13 W~t.O . 1. 26 wc;:u::> 5. 54We::l-O -5.34 ....-- 0. 42 ..,...- 4. 79 ,.,...,..--- -4 .16 0.52 '3.47 -2.88 0 .-53 . 0.41 0.24 0.31 0.24 0.23 0.27 0.22 0.27· 0.21 0.27 0.21 0.27 0.21 0.27 0. 21· 0~26 0~22 0.25 0.24 o .1·8 0.35 0.41 O.Oi- 0. o_o 0.00 0.00 0.00 -o.oo -o.oo -o.oo -o.oo -0.01 -o.oo 0 •. 00 o.oo 0. 00 . 0.00 0.00 ·o .oo 0. 00· o.oo o.oo o.oo .... o.oo. _;,0.02 0.14 o_.0·1 o.oo 0.0·2 -0.02 0.02 -0.04 0.-02 -0.05 0.01 -0.05 0.02 -0.04 0.02 -0.02 0 .·02 0.01 0.01 0.13 0.02 0.00 -0.05 -0.05 -0.06 -0.07 -0.07 -0.07 -:-0. 06 -0.05 -0.05 o.oo o.oo 0.00 o.oo 0.00 Q~OO o.oo (). 00 0.00 o.oo o.oo -1.1. 74·- . -11.16 . -17 .54 -17.54 -23.49 -23.49 -27.71 -27.71 -30.20 -30.20. -30.98 . -30.98' -30.05 -30.05 -27.39 -27.39 -23 .• 02 -23.02 -16.91 -16.91 -10_. 48 -10.82 13.99 20.72 25.79 29.14 30.78. 30.70 .28.91 25.40 20.17 13.28 13.13 -1.26 ·-5. 54 5.34 -0.42 -4.79 . 4 .1.6 -0.52 -3.47 2.88 -0.53 0.40 0.37 0.18 0.24 0.25 0.22 0.26 0.21 0.27 0.21 0.27 0.21 0.27 0.22 0~27 0.22 0.27 0.23 0.25 0.30 0.26 · 0 .40 -0.01 -0.00 -o.oo -o.oo -o.oo 0.00 0.00 0.00 o.oo 0.01 o.oo -o.oo -o.oo -o.oo 0.00 -0.00 -:-0.00 o.oo -o.oo -o.oo o.oo 0.02 -0.14 -0.01 -o.oo -0.02 0.02 -0.02 0.04 -0.02 0.05 -0.01 0.05 -0.02 0.04 -0.02 0.02 -0.02 -0.01 -0.01 -0.13 -0.02 o.oo .0. 05 0.05 0.06 0.07 0.07 0.07 0.06 0.05 0.05 o.oo .o .oo 0.00 o.oo 0.00 o.oo o.oo 0.00 0.00 o.oo o.oo o.oo wt, \) cu4- t.v"? v,,s w-i.. ·RISA-2D· (R) Version 3.03 R2H Engineering, Inc. 1154-5 w. Bernardo Court,· #300 · _$an Diego, CA 92127 ODYSSEY GOLF TRUSS J7 AT 1.5, B TOG Job ____ _ Page ,3 Date. ___ _ --~-------~-------------------~---------------------------------------------Nodes -----~----I-End J-End =========- No I J ~ial Shear .Moment Axial Shear Moment --~------------(K)---~----(g)------(K-ft)-------(K)--------(K)------(K-ft)-- 44 13--11 2.17 o.oo o.oo -2.17 -o.oo o.oo 4-5 13-14. .... 1.59 0.00 0.00 1. 59. -o.oo 0~00 46 15-14 0.54 o.oo . 0 .oo -0.54-o.oo o.oo 47 16--14 0.87 o.oo o.oo -0.87 · -o. 00 o.oo 48 16-17 -0.30 0.00 0.00 0.30 -o.oo o.oo 49 18-17 0.54 0.00 0.00 -0~54 o.oo o·. oo 50 19-17 -0.42 -o.oo 0.00 0.42 o.oo o.oo 51 19-20 · 0.99 -o.oo 0.00 -0.99 0.00 0.00 52 21-20 0.54 0.00 o .. oo -0.54 o.oo 0.00 53 22-20 -1.71 -b.oo o.oo 1.71 o.oo o.oo 54 22-23 2.29 -o.oo o.oo -2.29 o.oo o.oo 55 24-23 0.53 0.00 0.00 -0~53 0.00 o.oo 56 25-23 -3. 00 -o.oo 0. oo. 3.00 0.00 0.00 57 25-26 3.59 -o.oo o.oo ... 3 .59 o.oo o.oo 58 2-7-26 0.52 0.00 o.oo -0.52 0.00 o.oo 59 28-26 -4.28 -o.oo O.QO 4.28 o.oo 0.00 60 .28-29-4.91 ---d·. 00 o.oo -4.91 · 0 .oo o.oo 61 30-29· 0 .• 43 _,/ 0.00 0.00 -o. 43· o.oo 0.00 62 31-29 -5.47 . .__,.. -0.00 0. 00· 5.47 0.00 o.oo 63 31-.32 5.50 W1n.o. 0.00 o.oo -5.50 -o.oo o.oo 64 33-32 .o. 75 / -o.oo 0.00 -0.75 0.00 0.00 65 34-32 -12.10 tJa.o 0.00 0.00 12.10 o.oo 0.00 --·,., ....... .,._ .... .,._.,.._:._ ...... ----.. ·--·--.-· --. ---·----· ·--. --·---·--. ·----~-- .. .. $ R2H Engineering, Inc. PROJECT DOYSS~j' JOBNO. '7]/.f-f OATE . 9-/t?-97 SHEET J 4-OF __ BY_......., ________ . Sl:JBJECT_..;;;;J __ 7_. __ <.!! __ 1 ...... 8 ..... ·-·----·-........ ___ r-i!'-_._1"'0_c. __ ·-,-'--• ..,a__;__ J .7 --A -r .. J~~ ~--c3-T~ k .... : ·-·: ------~----····---,--· .... _..:.,.I-'---------,-----• ' · i ·--_ t -. -,-- . .. ----·· . ' . ;, -., ., -. ! --__ ;_ .... -··-... -·.--:-::-·-.;:·-r---·--- ~PAN = _·4; -e,~ ~~r>--!e; . ~am. ~ . · -P-1,,. ~ ;· f3 · ···@ . · .P+·J--?if,J,t. ~-~-., . ~l .· ~ ~}~ -:'(~~~ir'-;~-----, ··.··-.. L .. J .. ,~-l __ ::. ---~: .!'=--~ --·-·-\ :-:-··· ·z. ·· -'f . Gi 7 . 'r ,-_·. I~ • I .., / -·-·-i -2Z "IA--:z.5· ·zj° i~-·--"31_. ---~ -· --=>f -:-·--··-- .. -"t,;: ~ (i!_ . -: .:· .·. . . . r ; . ·;-1; '~ ~.-\1'° . -. ; . ·· i ' ~-. -·---· -· ~ ----'---·--------~ , tl:!:-. : r ! · ····-·· ·1-· -5·-·· --~ ····tr,.-· t4 ....; ... 17 ~--~ ··:~n ···-i2'.··:·:·--z., .: .. ~~--~-~---_ · · · _ _ · ---'-·,.o·;c-'---.---· ~--~7_,---;-~-f:--i~-Le-e · r-n · · . · ; · · . . ; , 0 (Jq. • 1-_r,;:JfJt; • , l:,'2.. _J ____ • IF. T . . , . .,41"'1'.. . • .. . . ... __________ ...... , · F w/~uk,.· . · . . ·· · · ------·-----··-· tJ E:i:..J i:.0AD·~ • · (-oi3-..o,i:"}(:@:~b 1 :~: Xt-) ~--~ 2,gz:· tel,----·· .·C-wTce:ll .. 11'.lc; ;-.-.. - . ·-. , ______ ----. ---- Ni;;;i,y PcvJT __ L.iJ.t..oJ : . --. . . -. . . . 'Se~ -~,6--,e-~ ··· · • • · ---.. •·• · · --.. --·• ·· • • -· · •• --· · • · • --· ---· -·• --. • • r· -•• . -L . -- j ··--.1.-·-----d' ··----:.. ···-.. - F\ ~ . C(o7_)(; ~1 )( .. e;4?~:) f 7-. .; · (.~2,· +. 1~')( i;' )._ F,? ; {:~+ r !L~a.Jit.) ~-· .o. ,el< O,cfpf,<.. 6.;o·5 I,; UA.117' . Ou-p1.1-, l I UNIT tlAJ1-· · } . . . : t;,. : -C --:_-_ : -~~--:~ii:; ~ ~~[Z"Qt;_A5-€0 ___ :W :2...· .. -.. -!.-----~------'-.-__ --___ -_-_~---·-___ -j_ __ -=-.-_-___ -__ -_-H--=,__e-.x-,,s-1-,~-'r-. --1 •I I W F. =··· \~.Oc, \,! -< . -rt:t,uo~ ~ ·_'2l.4l '< Pel<. . 1.cs.P. . i I )?ci'u'i,j{i'"°R.J:ij ' . i}.00 '--·If . u WEt.D Lt=r.v-,_1.,_ R.t::..,--,D -· · · = '2.:lo_ . 2 _2,$o. '< .•. '-'(' . :~i.S' ~ .,4,'5 . Toi' CHo~D. F -: ~-L, . ! . . i ~ ... . . . ___ : _ ...... . /$ 0,K Af:>P. W:L.P •·- "?e €' DE:"fAl c.. . -· -----·----· : -: ' J '(· ' \ . ' . . -;!- ' ·---j------.. P-._E-.. ..• (2_!1:-!~J.,_$-.J-,. .. -= __ ,_J'/-J.!;\..-.---, I , .; . . • --. . ... . --.. • . -.. . ... -. .•. .. .. ; .: .. "' . ! .. tC<.-c:. ___ ?_,._7..__-~ -'2:S ~,~ -t<~_i' _->. "24 .& ?-o. -·.; . . , ,.1,.'f,o . -. . -. --~... . ' W'2... \JI~ lV'?. W4-- ...JI w!; W&, RISA-20 (R) Version·3.03 R2H Engineering, Inc. 11545 w. Bernardo Cou:i;t, #300 San Diego, CA ·92127 ODYSSEY GOLF TRUSS J7 AT 1.8, B TO C Load Combination is 3 : NEW LOADS W/ DUCT Member End Forces Job ____ _ Page...,.....1_.5 ____ _ Date_,, ___ _ --~-------------~----~-~---~-~----------------------------------------------Nodes ========== I-End ----~-----~-~ J-End - No .I J Axiai Shear Moment Axial Shear Moment ---.---:------.----( K) ----------( K) ----.... -(K-ft) __ .;__~--( K) ---.:-----(K) ------( K-ft) -- ·1 ·2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 .18 1:9 20 21 22 23 24 25 26 . 27 28 29 30 31 32 ·33 34 35 36 37 38 39 ·40 41 42 43 1-2 2-' 4 4-6 6-7 1-9· ~-10 io-i2 J,.2-1.3 13-15 15-16 16-18 18-19 19-2·1 21-22 2Z-24 24-25 25-27 27-28 28-39 30 ... 31 31-33· 33-34 3-5 5--8 8-.11 l·l""" 14 i4-17 17-20 20-23 23-26 26-29 29-32 1-3 2-3 · 4-3 4-5 6-· 5 7-5 7-8 9-8 10-8 10-11 12-11 11. 62 ·O. 40 11.2~ 0.24 18.31 0.32 18.31 0.23 24 •. 22 0.23 24.22 0.26 28.42 0.·22 28.42 0.27 30.93 0~21 30~93 0.27 31.690~ 0.21 31.69 S"t'Mr..s 0·.27 .3 0 • 71 ; • ~~IA/ F; 0 • 21 30.71 0.26 27.93 0~21 27.93 0.26 23.47 0.21 23.47 0.25 17.25 0.23 17. 25 0. 1·8 1.0.69 0.34 11.03 0.40 -14.39 0.02 -21.48 -o.oo . -:-26.51 o.oo -29.86 0.00 -31.52 a,~ o.oo -31.38 --0.00 -29.51 -o.oo -25.89 . -o.oo -20.59 -o.oo -13.56 -0~01 -13.00 ~ --o.oo 0. 71.....,,--0. 00 ~ -o.oo -5 • 91 W~\..O O • 0 0 0.87......, o.oo 4.77',./' 0.00 -4 .13 .;./ o .ob 0.51 o.oo 3.45 0.00 -2.87 o.:oo 0.53 0.00 -o.oo -0.01 0.14 -0.02 0-. 01 0 .·02 -0.03 0.02 -0;04 0.01 -0.05 ·O. 01 7"0.05 0.01 ·-o. 04 0.02 -:0.03 0.02 o.oo 0.01 0.13 0.01 o. oo· -0.05 -0.05 -0.06 . -o .:07 -0.07 -0.07 .;.;.0.06 -o,. 05 -0.05 0.00 0.00 0.00 0.00 o.oo o.oo o.oo. o.oo 0.00, o.oo o.oo -,11. 62 -11.29 -18.31 -18.31 -24.22 -24.22 -28.42 -28.42 -30.93 -30.93 -31.69' -31.69 -3,0. 71 -30.71 -27.93 -27.93 -23.47 -23.47 -17.25 -17.25 -10.69 -11.03 14.39 21.48 26.51 29.86 31.52 31.38 29.51 25.89 20.59 13.56 13.00 -0.71 -6.04 5.91 -0.87 -4.77 4.13 -0.51 -3.45 2.87 -0.53 ·o.39 0.36 0.16 0.25 0.24 0.21 0.26 0.21 0.27 o. ~o · 0.27 0.21 0.27 0.21 0.27 0.22 0.26 0.23 0.24 0.30 0.25 0.39 -0.02 o.oo -o.oo -o.oo -o.oo 0. 00' o.oo o.oo o.oo 0.01 o.oo -o.oo o.oo -o.oo o.oo -o.oo ·-o. oo o.oo -o.oo -o.oo 0.00 0.01, ·-0.14 0.02 -0.01 -0.02 0.03 -0.02 0.04 -0.01 0.05 -0.01 0.05 -o,. 01 0.04 -0.02 0.03 -0.02 -o.oo -0.01 -0.13 -0.01 o.'oo 0.05 0.05 0.06 0.07 0. 07. 0.07 0.06 0.05 0. 05· 0.00 o.oo o.oo 0.00 0.00 o.oo 0.00 o.oo 0.00 0.00 o.oo o.oo RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 San Die90, CA 92127 . ODYSSEY GOLF TRUSS J7 AT 1.8, a TO C Job ____ _ i?age <u~ Date ___ _ --------------------------------------------·----------------·-------.------Nodes ===== I-End '=== ==.===== J-End No I J Axial Shear Moment Axial Shear · Moment ~----~-~------~(K)~-------(~)------(K-ft)-------(K)--------(K)------(K-ft)-- 44 45 46 47 48 .49 50 51 52 53 54 55 56 Wl 57 VI 58 r..,J(p 59 W5 60 v, 61 Wf-62 (,(,I~ 63 VI;) 64 w "l.c 65 13-11 l,3-14 · 3.5..: 14 16-14 16-.17 18-17 19-17 19-20 21-20 22-20 22-23 :24-23 ~-5-23 25-· 26 27-.26 28-26 28-29 30.;. 29 31-29 31-32 33-32 34-32 2.17 -1.6i 0.54· Q.89 -Q.26 ·o .54 -0.46 1.02 0.59 -1.81 2.37 0.53 -3.07 3. 65 ....- 0. 51 -- -4. 33 _.- 5. 02 ~ 0.42 '- -5.57 ...,.,.,- ~~ - 0.73 v ·-12.33 w-~ 0.00 o.oo. o.oo 0.00 o.oo o.oo -o.oo -.o. 00 o.oo -0.00 -Q.bO o.oo -·o. oo -0.00 o.oo .... o.oo -o.oo o. oo· -o. 00 . 0.00 -:-0.00 0 .o.o 0.00 o.oo. 0 •. ·OO 0.00 0.00 0.00 0.00 o.oo o. oo . o.oo 0.00 0.00 0.00 o.oo 0 •. oo 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo -2.17 1. 61 .. -· -0.54 -o. 8.9 0.26 -0.54 0.46 -1.02 -0.59 1.81 -2.37 .-0.53 3.07 -3.65 -0.51 4.33 -5.02 -0.42 5.57 -5.63 -0.73 12.33 -o.oo -o.oo o.oo -o.oo .-0. 00 o.oo 0.00 o.oo o.oo o.oo o.oo o.oo o.oo o.oo 0.00 o.oo o.oo o.oo o.oo -o.oo 0.00 o.oo o.oo o.oo 0.00 o.oo ·0. 00 o.oo 0 •. 00 0.00 o.oo o.oo o.ob o.oo 0.00 o.oo o.oo o.oo 0.00 0 ;-00 o.oo o.oo 0.00 o.oo .... _..., ___ ,.._...>.,,.;~--.-.. -__ ,. -· -, -----.. . ·----------- R2H Engineering; Inc~ '771~1-JOB NO.-·------ PROJECT OOY~S~:( C.01.-p OATE . 9-:/&?-97 BY----------SUBJECT __ ,.;;.J;_' ..;7_-__ e__,;2;..;..,,·1:...-_;,•_;,·,_· ----------~ __ ,_0 _c __ SHEET '11 OF --- . J. .1 . • i .. ---·· • . • ; -. :· i .. , II • ! ·-. . . . -. . -. . . . '. . -· • --·--·. -· . _ ~) _ . ';;PA/J : :4 '7 "'.' e,~ WO-. Kli::lt; ; t,,,Ja Ttf • ·. . • p~ ' , f, . . . . @ .. . ._; .. ~:~'.-::,~~= .. . .-£.-·--. ~~--->· .. r:_··. ·.1 • .. __ ·_· ~-:·_ ~ ~-; ·-··-·;· .. . -~ · · ·· 5 -.-~ · --·tr·· ·· L4 ~---17 -~""--~ -··::;-.23 · --2',···.-·-ZCJ .. : .. ~~ '--·----- .. . ... ---:---.:,,..-: -_ --··o(,q.-:1-a;._;:,;J-~~:-_;-l'?,2~~---:~!J~F~ ;~ __ (.'2'? ~e~p.-1,/.PT. · · .. _; _;_:_, · --·---~ ·: .. -.r-w/ ~,-ik; • · · · · ·· · · - ·-··-··---······ -1-l~~-C.o,AiJ·~ •·. :(.Qt'3-.."0J~)(:-e, .. o-r:~~x~) =-~13f·-_"l,----·-:(·wTce:l1..1t-J~ r.-. -. - ... .. . ..... . N~w ·pcv-lT -:~t-OMJ : .· =~ · ~--~--·-·· . . --· . --S~-~--~tti~e-A ·· .. -... --. . . . . . --·-.. ---. . .•.. . .. '. ·-· .. . --' --. .. . ·-. . . ~--.. . . . ~ . . -- P 1 · ~. Crc? JC ,c.,1 )( .. e,4ot.:) ....... ····-··· .... -f 'Ze . _; · (.-521 +.·Loa)( -½ ).. ... :.:.. f?. ~ t;~f -l-!L-~oJ( ~ ) : 0~ k --~~l!.~. I . r. , . --,---~----·-'·--···---·-·'···· ~~: "... . ---··-··-.......... ·:·:-.~:~-··::;;:· .... L ____ . '. .·-. RQLc.DLAi:~ -·w-z... -I ·_.... . . ·_; _-_-_-__ -_-_-_-_--.1-... -=-.-_-___ -___ -_-1+----,i,--··------r < 4 I, fi:t,l{Ol.,J' ~ ._"2l. (_ ., f8fl. I, 'S. f: ti . . . .l 'f. .R<JutJD f?.00 APP w~c.o '?ee DETAIi.. ·-·· .. ffi · . .... _:· -~·v·-_ - ·--··-· ----·----··----. . . -· , ···' -----·-· ___ !_: --·f--·---·---·. ----------~-------------t-·--------'------------t--=--------···-----...;..-----.-: .... :-,-···;· .. ··-. -... ----::.-..... ·-··-· --· ---~-···-.... ------·; ------·. ·--··---····-;---__ -_ -__ -____ -__ ::~---~r_-:-__ ..... . . . .. --· -··-· ··-.. --:---~ --!-·-:·.~-~ -~-~--~ _--~ · :----<-· _ _r __ : .:~:--· -: .. -.:-·L:-~--~-~~-~--~~~--L ~-~---~~~:~-~E=-~-----:-~~~-r :·:-~----:--T~r-R= I · . i I I · · i . . j·.. . . ' '--·· ·1 i • • • , 1 , • _ . , : , : • . • : • : • · • , . . , , ; : , : i : , 1 i ; , . ~ r _ ! . ·• . ---------! ----·---·, 1·~::-',· ;. ;_-:·--~:·;·. · ... -:! ·.' ..... ···-.·-····-·-· .··,-·,.·--··------.--,-·-.. • -··-.,•I·-·, .---rj I . • 1• • • • . . • • • • , , • , , r 1. , RISA-2D (R)· Version 3. 03. R2H Engineering, Inc. 11545 W. Bernardo Court, #300 S~n Diego, CA 92.127 ·oDYSSE;Y GOLF TRUSS J7 AT 2.1, B TO C Load Combination is 3 : NEW LOADS W/ DUCT Member End Forces Job ____ _ Page 1~ Date ___ _ ---~----~-------~----------------~-------~----------------------------------Nodes ===== I-End======= === J-End No t J Axial Shear Moment Axial . Shear Moment --·--------------( K) --------( K) ------( K-ft) ..-------( K) --:-----:--( K) ------( K-ft) -- 1 2 3 4 5 6 7 8 9 10 11 12 13 14. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 .31 32 W,"1.. 33 \/1'7 34 W'7 35 w"f 36 \/ 37 W? 38 l,.J<.,, 3 9 · 40 w7 41 42 43 1-2 2-, 4 4-6 6-7 7-9 9-10 10-12 12-.13 13-15 15-16 16-18 18-19 19-· 21 21-22 · 22-24 24-25 25-27· 27-28 28-30 30-31 31-33 33·-34 3-5 5-8 9,.. 11 11-14- 14-11 17-20 20-23 23-26 26-29 29-3~ 1-3 2--3 4-3 4-5 6-5 7-5 7-8 9-8 l,0-8 10-11 12-11 12.98 Q.41 12.67 0.22 20.70 0.33 20.70 0.22. 27.41 0.23 27.4.1 0.27 2.17 0.21 32.·17 0.28 35. 01 ?3f;\'2... O. 20 35. 01 · ,', Re,,J{f!O. 28 35.89 R~o 0.20 35.89 0.27 34.80 0.21 ;34.80 0.26 31.49 0.21 3 0.26 2·6. 48 0. 21 26.48 0.26 19.54 0.23 19·.54 0.18 12.10 0.36 12.43 0.39 -16.18 0.02 -24.27 -o.oo ~30.08 o.oo -33.77 o.oo -35.77 >J(,'51,,::, o.oo ·-35. 53 ,'. Rt;•"'F.i.o. 00 .-33. 33 · R..i:&.i), -o. oo -29.17 -o.oo -23.32 -o.bo -15.39 -0.02 -14.53 WEW -0.00 0. 68 ,__ 0. 00 ([;]:§:> .o.oo -6.81 W'-'-0 0.00 1 .. 10 '-<JeLO 0.00 5.37 ~Cc.A.O o.oo -4. 72 WEl.D O. 00 0.52 ~ o.oo 4.02 t..ve'-tl o.oo -3.14 ~ 0.00 0.54 -~ 0.00 -o.oo -0.04 0.-15 -0.03 o.oo 0.02 -.o. 05. 0.01· -O.Q6 0.01 .-.Q. 08 0.01 -0.06 -0.01 -0.05 0.01 -0.04 0.02 -0.02 0 •. 01 0.13 -0.02 0.00 -0.06 -0.06 -0.07 -0.08 -o. 08. -0.08 -0.07 -0.06 -0.05· o.oo 0.00 o.oo 0.00 0 .-00 .0.00 o.oo o.oo o.oo 0.00 ·O. 00 -12.98 -12.67 -20.70 -20~70 -27.41 -27.41 -32.17 -32.17 -35.01· -35.01 -35.89 -35.89 -34.80 -34.80 -31.49 -31.49 -26.48 -26.48 -19.54 -19.54 -12.10 -12.43 16.18 24.27 30.08 33.77 35.77 35.53 . -33.33 29.17 23.32 15.39 14.53 -0.68 -6.86 6.81 -1.10 -5.37 4:.72 -0.52 -4.02 3.14 -0.54 0.38 0.37 0.14 0.26 0.25 0.21 0.27 o.~o 0.27 0.19 0.28 0.20 0.27 0.21 0.27 0.21 0.27 0.22 0.25 0.30 0.24 0.40 -0.02 o .. 00 -o.oo -o.oo -0.00 o.oo 0.-00 0.00 0.00 0.02 0. 0.0 -o.oo -o.oo -o.oo o.oo -o.oo -o.oo o.oo -o·. oo -o.oo o.oo 0.04 -0.15 0.03 .-0. 00 -0.02 0.05 -0.01 0.06 . -o. 01 0.08 -0.01 0 .-06 0.01 0.05 -0.01 0.04 -0.02 0.02 -0.01 -0.13 0.02 0.00 0.06 0.06 0.07 0.08 0.08 o.-08 0.07 0.06 . 0. 05 o.oo o.oo 0.00 o.oo 0.00 o.oo 0.00 o.oo 0.00 0.00 0.00 o.oo RISA-20 (R) V~rsion 3.03 :R2H Engineering, Inc. 11545 W. Bernardo Court, #~DO San Di~go, CA 92127 ODYSSEY GOLF TRUSS .J7 AT 2.1, B TO C Job ____ _ Page _"1:t Date __ __, __ -----------------------.---· -·-----------------------------------------------Nodes === I-End=== ===== J-End ===== No I J Axial Shear Moment Axial S~ear Moment -----~~---~----~(K}~------~(K)------(K-ft}--~----(K)--------(K)------(K-ft)-- 44 45 46 47 48 49 50 wq, 51 v 52 i)(-:,; 53 ~'1 54 V 55 W8 56 <..u7 57 \./ 58 C...,(o 59 W.5 60 \J 61 wf 62 (.µ? 63 \/1~ 64 wi.. 65 13 .... 11 13-.l.4 15-14 16-14 16-17 18-i7 19,-17 19-20 21-.20 22-20 22-23· 24-23. 25-. 23 25-26 27-26' '28-26 28-29, 30-29 ~1-29 31-32 33-3.2 3.4-3:2 2.41 o.oo -1.87 0.00 0. 5·5 0. 00 1.13 o.oo -0.19 o.oo 0.55 0.00 -o. 54 . -o. 00 1.10 ...---o. 00 o .. 84 -o.oo -2. 21 .....--o. 00 2.78~ -o.oo 0.53 L--"' o.oo -3. 49 .---o. 00 4. 05 Wa.Q -0. 00 0.52 i..----0.00 -4. 76 wl::i-o -0. 00 ~--o.oo 0.42 ~ o.oo -6. 24 Wi!t;,,0 -0. 00 ~-o.oo 0.71 V--o.oo -13 • 8 9 WELP 0 • 0 0 0.00 o.oo o.oo 0.00 o.oo 0.00 0.00 o.oo o.oo ·0.00 o.oo 0.00 0.00 o.oo o.oo o.oo 0.00 o.oo 0.00 o.oo o.oo o.oo -2.41 l.87.. -0.55 -1.13 0.19 -0.55 0.54 -1.10 -0.84 2.21 -2.78 -0.53 3.49 -4.05 -0.52 4.76 -5.69 -0.42 6.24 -6.47 -0.71 13.89 -o.oo -o.oo o.oo -o.oo -o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo 0.00 o.oo o.oo o.oo o.oo o.oo -o.oo o.oo o •. oo o.oo o.oo o.oo o.oo o.oo o·. oo o.oo 0.00 o·. oo o.oo · 0. 00 o.oo 0 •. 00 o.oo o.oo 0 .• 00 o.oo o.oo o.oo 0.00 o.oo o.oo RISA-20 (R) Version 3.03 R2H Engineering, Inc. Job 11545 w. Bernardo Court, #300 · Page Bo San Diego, CA 92127 Date ODYSSEY GOLF TRUSS J7 AT 2.i, B TO C Load C,ombination is 4 . E:XIS';['. DL + MECH . Member End Forces --------~~---~-----------------~-~-------------------------~----------------Nodes-----------I-End======= ===== J-End ===== No I J ~ial Shear ~omeht • Axial Shear Moment ----~-----".'"----( K) --------( K) ------( K-ft) ---...:·---( ~) --:--.. :.------( K) ------( K-ft )-- 1 1-2 5.34· 0.11 -o~oo· -5.34 0.11 0.01 2 2-4 5.20 0.10 -0.01 -5.20 0.16 -0.06 3 ·4-6 8.51 0.13 0.06 -8.51 0.07 -o.oo 4 6-7 ·8.51 0.11 o.oo -8.51 0.10 0~00 5 7-9 11.77 0.10 -0.00 -11~77 0.11 -0.01 6 9~ 10 11.77 0.12 0.01 •11.77 0.09 0.02 7 10-12 14.29 0.09 ~0.02 -14.29 · 0.12 -o.oo 8 12-13 14.29 o·.12 o •. oo -14.29 o.o9 o.o3 9. 13-15 16.07 :0.09 -0.03 -16.07 D.12 --0.00 10 15-.16 16.07 0.13 0.00 -16;07 0.08 0.04 11 16-18 16.84 0.08 ·-0.04 -16.84 0.13 -o.oo 1~ 18-19 16.84 0.12 .0.00 ~16.84 0.09 0.03 13 19-21 16.59 0.10 ~0.oj -16.59 0.11 0.01 14 .21--22 ·16.59 0.11 -0.01. -16.59 0.10 0.03 15 22-24 15.06 0.09 -0.03 -15.06 0.12 -o.oo 16 24-25 15.06 0.12 . o.oo -15.06 o.o9 0.02 17 25-27 12.79 0.09. •0.92 -12.79 0.12 -0.01 18 27-28 12.79 -0.12 0.01 -12.79 0.09 0.01 19_ 28-JO 9.55 O~lO -0.01 -9.55 0.11 -0.90 20 30-31 9~55 0.08 0.00 -9.55 0.13 -0.06 21 31-33 5.94·. 0.16 0.06 -5.94 0.10 0.02 2 2 .3 3 -3 4 _ 6 . 0 8 o .. 1 7 -0 . 0'2 -6 . 0 8 0 . 18 0 . 0 0 .23 3-5 -6.63 0.01 -o.oo 6.63 -0.01 0.02 24 5-8 -10.23 0.00 --0 .. 02 10.23 -0.00 0.03 25 8-11 -13.11 0.00 -0.03 13.11 -o.oo. 0.03 26 11~ 14 -15.26 0.00 -0.03 15.26 -0.00 0.04 21 14-11 -16.67 o~oo -0.04 16.67 -o.oo o.o4 28 17-20 -16.80 0.00 -0.04 16.80 -o.oo 0.04 29_ 20-23 -15.91 -0.00 -0.04 15.91 0.00 0.03 30 23·-2q -14.01 -0.00 -0.03 14.01 0.00 0.03 31 26-29 -11.37 -o.oo -0.03 11.37 o.oo 0.03 32 29-·32 -7.57 -0.01 -0.03 7.57 0.01 -o.oo 33 1-3 -5.98 -o.oo o.oo· 5.98 o.oo o.oo 34 2-3 0.31 o.oo 0.00 -0.31 -0.00 0.00 35 4-3 2~80 -o.oo 0.00 -2.80 0.00 0.00 36 4-5 -2.~3 6.oo o.oo 2.a3 -o~oo o.oo 37 6~ 5 0.18 0.0-0. o.oo -0.18 o.oo o.oo 3'8 7-5 2.59 0.00 o.oo -2.59 -o.oo 0.00 39 7-8 -2.32 o.oo 0.00 2.32 -0.00 o.oo 40 9-a o.~3 o.oo o.oo -0 •. 23 o.oo o.oo 41 10-8 2.02 0.00 0.00 -2.02 -0.00 0.00 42 10-11 -1.77 o.oo 0.00 1.77 -o.oo o.oo 43 i2-11 o.~4 o.oo o.oo -0.24 o.oo o~oo RISA-20 (R) Version 3.03 R2H Engineering, Inc. 11545 w. Ber.nardo Cc;>U:rt, #300 San Diego, CA · 92127 · ODYSSEY GOLF lRUSS J7 AT 2.1, B TO C Job. ____ _ Page 8) Date ___ _ ·- ------------~----------------------------~-~---------------------------------Nodes ==· -====== I-End == .==-· ·=== === J-End _....; _______ _ No I J Axial Shear Moment Axial_ Shear Moment -----------~---(K)~-------(K)~-~---(K-ft}-------(K)--------(K)------(K-ft)-- 44 13-1i 1.46 0.0d o.oo -1.46 -o.oo 0.00 45 13-14 .-1.22 o:oo o.oo 1.22_ -o.oo 0.00 46 15--14 0.25 0.00 0.00 -0.25 o.oo o-.oo 47 16-14'. 0.8~ 0.00 o.oo -0.89 -o.oo 0.00 48 16-17 -Q.26 0.00 0.00 0.26 -o.oo 0.00 49 lB-17 0.25 0.00 0.00 -0.25 0.00 0.00 .·50 19-17 -0.07 -0.00 0.00 0.07 o.oo 0.00 51 19-20 o.31 -o.oo 0.-00 -0.31 o.oo o~oo 5 2 21-2 0 _ 0 . 5 3 0 . 0 0 0 . 0 O· -0 . 5 3 0 . 0 0 0 . 0 0 53 22-20 -1.02 -o.oo 0.00 1.02 o.oo 0.00 54 22-23 1.27 -o.oo 0.00 -1.27 0.00 0.00 55 24-23 0.23 o;oo o.oo -0.23 o.oo o.oo 56 25-23 -1.59 -0.00 o.oo 1.59 o.oo 0.00 57 25-26 1.83 -0.00 -0~00 -1.83 o.oo 0.00 58 21~ 26 0~23 0.00 0.00 --0.23 0.00 0.00 59 28-26 -2.14 -o.oo b .• 00 2.14 o.oo 0.00 60. 28~ 29 2.73 -o.oo -0.00 -2.73 o.oo 0.00 61 30-29 0.19 o.oo o.oo -0.19 · o.oo 0.00 62 31~ 29 -2.97 ~o.oo o.oo 2.97 o~oo o.oo 63 31-32 3.21 o.oo 0.00 -3.21 -o.oo 0.00 64 33~ 32 0.30 -o.oo 0.00 -0.30 o.oo o.oo 65 34-32 -6.79 o.oo 0.00 · 6.79 0.00 0.00 __, ~---,---- R2H Engineering, Inc. ~ PROJECT OoYs~~:t §ot--F' BY SUBJECT '1 1 1oi' CHo~/j· -··--- k p ::: ~4.!P" A. -= ·,2 I<. ~2.t J -= I; 2.1 -~ To c::: -· ··-·--·----··-------- /, 2 s .L-..:. ~ -·· ···--· -· ·---·:.~ ... · .. --~---c· JOB NO. _9 ____ 7 J'---4-_4-__ _ DATE......___-_9_-_2_2_-_?_7~_ SHEET B-z-OF --- ----------·---------· ·--' ...,.. j ... ' ' ; -·-·: ·--·":>4-,<..j .. ·-=-... ·---·-ti$,' ___ ,. -·----·· ----------------! -~~. __ --:_· . (, 2;7 ------~ -.. :-'t7··?_~ ~==;~~ -r-:-->. _ ,_?:_,f!l~--~~----:----_-_ -___ -_+ ___ -,-!-i-1, ~---__ ~ __ -_-;_ -__ -__ +, ~. _-_• --------1 OR1t;,,j A,, l- .0R1c.,111A.L- __:,.\J I)• --l I De.:::1~Ai ~ 'f' = ,1}(_. i p :a r· -.. -:· .. •: ' Au..o<..J p •IN ·'3.o. '?{p ~- ,,,,-. 84 1., · ' ' :::: __ /7,ZJ5 _k __ . Ii~~: A "" ~~'=A.Tis.~ af-_ : I A · ., ~-· .., ,.._ . le ' ' -·. · ~,-~I ::i:... ..L"/r. O;;, ,. • • • :: ''(i4,8'U:,_-/'~A7) . ' .. l /, 17' ~-I~ ";'L_ A ~ = __ ·n_._. B_s ___ ~ _-_--'-l 1_._z __ s + = , 1-· -(. z. s t• ';, , ... 17.1-z._ ' -·-·· ... ···-····-···· ---· .t -·----.. -R €<SIC) • t.-oM ~ . i . -~ -~---------------~--·. ; ~-~'-------.-· u . '2... -¾.: cf1 Rooi . .. . -£ A ... ~, ~2. ::,~/'·r- -·~ ·--~r_; ____ ..,:_..,. ____ .._••---,•••••••-• •-•-••--•-•••-• ----------------- R21I Engineering, Inc. -SY _____________ SUBJECT-'-_J...,!7 __ ~_._'2....;_, .:_I -1-· --'-B~Ii1.::-o:..__c.:::........-----'----) JOB NO. 97 f44- DATE 9' -22-9 7 SHEET 8~ OF --- --. . --------__ _..;:_ - po7 _ C..HaP..O . ~ P · =·-·_j4 r47 k k ~ ·c.2 ](. 52(Q) -- ---------···-··--·------ ·-.. --· -.. ~----. ..-' /,0'5 z. .. --·-· --------.----·-., .. ··--·-· ... ---·-·. -------·----·--·· -- --------01'\tC,,JAL-.DL. :p -----·-= -./G:,, 80. ~. ·-· -----.... ---------·-,. __ --... · __ --· --·------···- A ~ . l . lC.,80 l,o-;-z. = "1;'4 '.47 -{<.:,, 8 0 = /7,C,,,7 -"2..1, (o = k le st' · " / 4. ?"1 ---., - .c.. . _ C,~61'.'\.-r"t=:t?-__ o~F_: _________ ......,_ ___ ~, _ __:_AoP---~-1 = Cz)-¼., ~f ~s -- !3o,~. -tt/.61!, 0~ (I) ·1) l( \,t - te> >c I Yz--FLA, BAA ;AT ~T ~ A -/7,<,,,7k -.14,'7ta --'2.... --------/' _/:\.z. -------~.!,..___...;....:.._:..:....:...=_----:-t::r-1,0~ -z. __ ::;, .... /, t 81 t-..., __ :.__ '1--J, (p ' ., •. , t:7 ., ..... A ... A /,l·o'°_7 .-(,01!'.., --,1::1< ,:'L. oP ~o-rc..H~i?. , .•. rve:i.v· r,,(E;i-,.,,F .. ,~e-,. ;;, ~ r.,, ... --~-~:-~:~~-------P~o (! ~TJ -~(i,2-1.Y.,~~.)(!.~-~)(.~;,c._) .-i::~ S:orp·_·--:~:-~---:~~-~-~- ~.:o(.p· - -·2..74-/( . ris >: , t_, ~ -:-· ; -. . . -. - --· ----+-'-·------~---·-'-... -· ·---------!-----· ,~,---· ~ ------ .. -. . -. ---- i ' i . ' I ---?~-~--~ :: ~-.:~_-: . .-.: --=----~ ~---l--~~-~.:..~: ~:-~~J~-:=-___ _; ____ ~-~--L~ -. ·---; --·------;--~-----·-· --------l-----------------1 -' -·----------·-... -· . -~----------i : -,_ ·-~ --··-----··-··-,-----------·,---------'---------L-----. ~---_· ·----T---.1.--.·-------+-i' ----,-----l-~----+---! i . : ' -__ ; ______________ ~----_ . __ __ --i------------~l · · ·-1,_.~1 ....,..1-'--'--,11---~'-----' __,I __ ::..._ _ i , , · i · : . 1 : : . . '1 • . i '--;-..,..· -fl--:-;--.---'-, -t'-'-; +I....;..., :-=-!~:: __ ; _;j .: : L J _ .. --· --~--.---~ ~-~--~~: .. t_ ! 1-f-FFR·-·--;r-~==1-~JilU ! j ; 1 : i l ! LU .... ·-+---_v .... : ·-·-;--'----· --;---: .. ---•-,---t-· J-t-r-;---.----:--.--,--j--· ,-·n ! I,,.,,,,!-;...- ..... --------'-~- --· .... : ...... 4" ---·:"¾.., .,.· ------.... -•• --··------·_--.-----· ---· · R2H Engineerin~ Inc. JOB NO. <j 7 t 4-f PROJECT ODY45S~:f · Cot-£ BY _____ ..,.,,.,. _____ SUBJECT ..... _·..;;:.J:...' ..;:7 ____ -...;.e .... __ ""?.:..·· ..,.•;...v.;,___.!~?-3;;;....,.,.._~---r-o_<:: __ PATE . C/-/&,-97 SHEET 84-OF __ --,-'--·-----._J __ :7:....-_.;... __ ~_,~------..... 2 ___ .e; _____ ;':_3. __ a .... ~--· --,-----·-· __ . ---~ _J'J_a... 4.~.i ~4 __ o .. t:t ... _. ____ -___ · ___ _ , ~ . :f:. · . ; · · · I ! •. I p . I p'- P. .... -:, I I • ~ C re., )( ,·l:,'1 )( z. o i-. ) - . ·--~ z ····-··-.... -··--. .o.c:, k UJJ/T 0, l k PtXTS .. 0. { k -------..... • l , ... -r· .. ---------...... .. --. ____ L____ ·. _ ._.R@Lc.D!::-A-t@ ·_·w2. · __ ;_ ... ··--·--·---. -----· L.--····· - ~-~---. --.. ~-··< , -J ,t., 1'7 · . fefi_ I. 'S.f', I.I . II 2,&,lo. _ ~ 2,$0 o'-? \ '°"" 1 .. --· - ·-·-----------! . I j . -.... l/ .. t . . . •....•.•.•. ·-.• I 'f RcJt.1/J D ROO APP Wt:iL-D . ,:. : '?e: e. DETAI '- I ·------··---·-----·-. ---r----.----· ----------: -·----·------~.------.--------·--r---------~,---~---,-:__,.... -,-.•. --··· ,., ___________ -·: .. ; . ---·-----·j------· ! ..... : .. ______ i_·_ . ------· ------. ~ -. . . ~ .. -----.. ·=-----~-~- ~=t=~~~~---;---... ·····-~---.. -·· . -· --~ .: . --·-·· __ '. .: .. t. ···-· -~ ····-· _F_~ __ : __ ·-·---~-: ~-I : : ·, ; :! t+ . I . . i . 1· . . . . . . . I ••• ,·. • . •. I ·j I : • . 1·. . . . .· ·i _:·. . . . . I ' . . . . . . ; : ' . ' ; I ; I ; I I I I I • • ----~. _,_._. • .. • .• • • I , • • • , : I .• 1 • • _ -=:::; .-:~~~~··:;~:F -~::_ ; -; .·: ... : -··-· . ~. ·i·-:-·; -: . ---· ·-T -·.. ... -~ , : · --;--. --~ ;-~----~ ; ··:-: -, -... -; . 1 ·,.--:-·: , : i" ·1 ; ·, i-r . t • • • . : I , : · ' · ! I I ,,_..:·.c-#"4 rrr, 1•fmz1..a .. i. ! I . : ; · : · : , · 1. • • 1 1 I I I j . ; . , .r ·, ·1 . ! • I I· I i i i • 1 i j i I I ·I I I· I j I ·,t-··i ,1.-+:4 ,i. I 0i , ~-'_.. •. I I : ! : . ·I ! ; : , I ! ' : : ' ; • ! 1 I . t • I I I I l r· I f • ! -, f I ! • $~":iL:-~:-_i·:~==···-~ -·:t·~--==·=-1==~~1~1L_t:_g~1;_;_;_U-iDJl i -~ ~ -.. -... - RISA-20 (R) Version 3.03 ·R2H Engineering, Inc. 11545 W. Bernardo cour~, #300 San Die~o, CA 92127 ODYSSEY GOLF · TRUSS J7 oTo Load Combinatio~ is 3: NEW LOADS W/ DUC.T Member End Forces c-_ I Job ____ _ Page SS Date ____ ~ ----~--------------------------~--~-~---------------------------------------Nodes· =====I-End======= ==== J-End ===== .No I J Axial Shear Moment Axial Shear Moment --.--------~----('K)--------(K)------(K-ft)---~---(K)--~~----(K)------(K-ft)-- 1 1-2 2 2-4 3 · 4-6. 4 6-7 5 7-9, 6 ~-10 7 10-12 8 12:-13 9 13-15 10 1.5-16 11, l6-18 ,12 i8..;. 19 · 13 19-21 14 21-22 15 22-24 . 16 24-25 17 25.-27 18 ~7"'" 28 19 2·8-3·0 20 30-31 21 31--3,3 24 33..., 34 23-3-5 24 5-8 · 25 a-. 11 26 11-14 27 '14-17 28 17-20 29 20-23 30 23-26 31 26-29 32 29-32 33 1-3 34 2-3 35 4-3 36 4-5 37 6-· 5 38 7-5 39 7-8 40 9-8. 41 10-8 42 10-11 43 12-11 11.80 0.37 11.51 0.22 18.03 0.27 18.03 0.22 23.50 0.20 23.50· 0.24 27.42 0.20 27.42 ·0.2·4 29.63 0.19 29.63 0.25 .30. 31 V----0-.18 30.31 0.25 2·9. 45 0 .18 29.45 0.24 27.06 0.19 27.06 0 .. 23 ·22.96 0.19 22. 96 0. 2·3 17.30 0.22 17.30 0.14 11.25 0.35 12.04 0.34 -14.69 0.02 -20.95 -o.oo -25.63 0.00 -28. 69. .,,.,.-0. 00 -30.13~ o.oo . -3 0 •. o 4 -0 • 0 0 -28.42 -o.oo ~25.18 -0.00 -20.32 -o.oo -13.89 ~0.01 ..:13. :a. u.iewotk-7-0. 00 0.64 ,_,,..-o.oo G .2z, --o. o-o . ~5.b2 o.oo · 0. 48 ·0. 00 4.40 0.00 ·-3.84 o.oo 0.47 o.oo 3.21 o.oo -2.69 o.oo 0.58 0.00 o.oo ·-0~03 0.11 o.oo -o.oi 0.02 -d .. 03 0.01 --0.04 0.01 -0.05 0.01 -'-0~05 0.01 -0.04 o.oi -0.03 0.02 -o.oo -o.oo 0.14 -0.06 o.oo -0.05 -0.05 -0~06 -0.06 -0.07 -0.06 -0.06 -0.05 -0.05 o.oo 0.00 o.oo 0.00 o.oo o.oo o.oo o.oo 0.00 0.00 o.oo -11.89 -11.51 -18.03 -18.03 -23.50 -,.23. 50 -27.42 -27.42 -29.63 -29.63 -30.31 --30.31 -29.45 -29.45 -27.06 -27.06 -22.96 -22.96 -17.30 -17.30 -11.25 -12.04 14.69 20.95 25.63' 28.69 30.13 30.04 28.42 25.18 40.32 13.89 13.21 -0.64 -6.22 5.02 . -o. 48 -4.40 3.84 -0.47 -3.21 2.69 -0.58 0.35 0.33 0.16 0.21 0.23 0.19 0.24 0.19 Q.24 0.18 0.25 0.19 0.25 0.19 0.24 0.20 0.24 0.21 0.21 0.29· 0.19 0.38 -0.02 0.00 -o.oo -o.oo -o.oo o.oo o.oo o.oo o.oo 0.01 o.oo -o.oo o.oo -o.oo 0.00 -o.oo -0.00 o.oo ..:.o. 00 -o.oo o.oo 0.03 -0.11· -o.oo 0. 0·1 -0.02 0.03 -0.01 0. 04· -0.01 0.05 -0.01 0.05 -0.01 0.04 -0.01 0.03 :-0.02 Q.00 o.oo -0.14 0.06 o.oo 0.05 0.05 0.06 0.06 0.07 0.06 0.06 0.05 0.05 0.00 o.oo o.oo o.oo o.oo o.oo o.oo o~oo o.oo 0 •. 00 o~oo o.oo l l· l l -------~-· . --.. ·--·-~- -RI.S-A-2D (R) Version 3. 03 R2H Engineering, Ino. 11.545 w. Bernardo Court, #300 San Diego, CA 92127 ODYSSEY G.OLF TRUSS J7 Job ____ _ Page ~ Date ___ _ ------~--~------------------~---------------~-------------------------------Nodes =====I-End======== ===== J-En~ ===== No I J Axial Shear· · Moment Axiat Shear Moment ---------------(K)---~----(K)------(K-f~)-------(K)--------(K)------(K-ft)-- 44 13~ 11 1.92 o.oo 0.90 · -1.92 -o.oo 0.00 45 13-14 -1.41 o.oo o.oo 1.41 -o.oo o.oo 46 15-14 o.49 o.do o.oo -0.49 o.oo o.oo 47 16-14 0.76 . o.oo o.oo -~0.76 -o.oo o.oo 48 16-17 -0.26 o.oo 0.00 0.26 -o.oo 0.00 49 18-11 o.49 o.oo o.oo -0.49 o.oo o.oo 50 19~ 17 -Q.40 -o.oo o.oo 0.40 o.oo 0.00 . . 51 19-20 0.89 -o.oo o.oo -0.89 0.00 o.oo 52 21-20 0;49 0.00 o.oo -0.49 o.oo 0.00 53 22-20 -1.55. -o.oo o.oo 1.55 o.oo o.oo 54 22-23 2.os -o·.oo o.oo -2.05 ·o.oo o.oo 55 24-23 o.58 .o.oo o.oo -o.s~ o.oo b.oo 56 25-23 -2.82 -o.oo o.oo 2.82 0.00 0.00 57 25-26 3.35 -o.oo o.oo -3.35 6.oo o.oo 58 27-26 0.46 o.oo o.oo -0.46 0.00 0.00 59 28-26 -1.97 -o.oo o~oo 3.97 o.oo o.oo 60 · 28-29 4.54 -o.oo o~oo -4.54 o.oo o.oo 61 30-29 0.46 o.oo ~-00 -0.46 0.00 o.oo 62 31-29 -5.13 ...,------o.oo o.oo 5.13 0.00 o.oo 63 31-32 5.19 v-'" o.oo o.oo -5.19 -o.oo o.oo 64 33-32 CL.'.7-D -o.oo o.oo -1.13 o.oo o.oo 65 34-32 ,-13.4"6 i~ o.oo o.oo 13.46 0.00 0.00 ···-" 0).11.,.-r R2H Engineering, Inc. JOB NO. · Cf 7 / 4-1- PROJECT · 00"(~~~,. BY _______________ SUBJECT _______________ -'---------- DATE __ 9_-_2....,;,,,,:;~--~f~Z---- SHEET 81 OF __ .. -, ! ------··---- ' . : p ,, r r. ' . -. ' ·.· -. -:··· -.. . . .. . . -l--· 1· . . . : . . . .:. ,,,-z., t; ·/L.. !. . . . • : . . , .. t . . · · .--~ ·. ·,, l ~ J -. ; -. · ·r ; : ~ · ~ · .. '-i · · ·· · · · ··· : · _! __ '2. •f ' . 'I lo ·,z 1~:15. -:,·: . /3 : rt· '2. ·._· "Z_Z. '2~ 25· 'za "'Jo . I 3. .. .. ~--·-· = _--~-_._ ~10_ 1~ 62f--,.-:-·,:-;--;-- ·, ~-----·-------~ ''' t. 3 ~ 3· fl 14 · t7 · '2'o ·• '2.3 ------%fl> ------'11 ~~ ·· ·· : ________ -··-- -.------- ... ------·-.. -------------~---------- --· -~--·-·---------~-------~--_i_i_ ____ _ -. --~/ .. Z.:,1.. _, r... ! .-f-·.2.-~ <=?: ~tJT f'A/\JT;iJ_ p-,.·-~-·-·: ·-··-····· --··· ·-'t" " ,· ·c.e, c:1,-1c; ·------· . (.. 01 ~ :b O l <o ;( ~8. o '. J, = f../ , '2}-z:_ I .""/ ~ (. e;,1 X •15."?X ~ ,4c ·+ ;1or:, ') I, 5 ~ ~H AJ T~ I OU7f'LJ'f . tb ~ ·-·-· (urJ 'T ··HP ro JI -.. ---~--... _· ...... -__ -~ ~ (ouc.1.s ) I . ~ , ,, --~'2. w_? p-:: '?4-.4 $ /2. :::, f.'?..5 -t'd. : ~4r4S .. (.1.$ = •. :-; 4 ! 1 . .,._.., . . .... --' . --. ~ . -·----··--·-· ·kt.·-. (D C -·-). . .. .. .. .. ___ -· _, ____ .cos --1 ---·'·-. u T.S. , ."'" _.,... ~ (4; "':~"; ;I ! ' P ..... L1-~ -= :(z.4 ,ti c;s)( ,. -r..i ) :'. __ re1.AJr_roto .. -7"~--,,..A!.J:,,..,,--- ' [, . . -~ _"3(,Jj.. ___ . ·-·· · ···--·--------··· --------1-Q -'To-2-Z.:~-- -·--. -----· --: --·- ____ , .... ·-... --· ----........... --·-·-· ' . . : ! . i ,,·os 2.. . • •• ----1 -------,r=;.-----·=---=:---:-\, ... . ; i ' , . : :.;._ .= .... ~o.,o.:. ->/__ . -. ------~--r----·. --·--:-----:·------.. __ !_______ -'T~l, ·~vi -: .. ( i~~ ~ }( f.os;: ") · ;_-:-~3-,~~~ '< : ... ~ ·.1:-:·: -·-•-~ · -. ·· ~ r-· _· ... -:-----..C. ---------____ ,__ . 1 -----, -'.--;:-· ;·_: . : ;: ... --;-·-----·-... ·---_.eo-r ...;.c.f't.~,ei:=>'-' ••• --L • __:· ,. ' • ' J • I• ·.I I . , •, .. -l__:L:.._?,-.. -.·· ·~ ~. I ~-•r :-r-:·,-2.r.:z. ··---------------'---~. --;,-·-,____ ______ ,...: --'-------4_ ~---:-r;. -!-J'?·-, ~---. I . : ,, : r • ·I ! !' I I 1 i 1 · 1 • ' ~,,...,.-r,---~.""",-t-,--i,-+-:-...,_;---._~. -----+--- ___ I --• -•• -:-• - -1--· i_·. ··---1---_____ ' : . •· I. --;---------·-·--'· ··-·: ~--______ ...;;;.---,_._. ------.-. ----~ --------__._ ' -------· ---. ··-------.--,,---,....... - W'l.. \JI'? w~ wf. V/ W'7 ~ V\ Wl we, '1) RISA-2D (R) Version 3.03 R2H Engineering, Inc. 1154'5 W. Bernardo Court, #300 San Diego, CA 92127 ODYSSEY ·GOLF TRUSS ~9 AT 1.2, C TOD ~oad Com,bination is 3: NEW ~OAD~ W/ DUCT Member End Forces Job ____ _ Page gg Date ___ _ ~----------------·-------------------~------~---------~----~----------------Nodes ==:;::: I-End:::::::;:==== =====;:= J-End ===== No I J Axial Shear Moment Axial Shear Moment ----.-----------( K) -.-------( K) ------( K-ft) --------( K) --.:------( K) ------( I<-ft) -- 1 2 3 ·4 5 6 7 8 9 10 11 12 13 14 15 16 17 i8 19 20 .21 22 23 24 25 2.6 27 28· 29 30 31 32 3_3 34 35 36 -37 38 39: 40 41 42 4~ 1-2 2-4 4-· 6 6-7 7-9 9-10 10-12 12-13 · 13-15. ·15-16 16-18 18-19 19-21 21-22 22-24 24-25 25-27 27-28 28-30 ~o-31 31-33 33-34 3-5 5-8, 8-11 11-14 14-17 17-20 20-23 23-26 -26-29 29-32 l.-3 2... 3 4-3 4-5 6-5 7-5 7-8 9-8 10-8 10-11 12-11 12.36 0.43 12.-01. 0.26 · ],9.45 0.32 19·. 4·5 0 .26 26. 72 .Q. 26 '26.72 0.27 31.54 Q.25 31 •. 54 'l.(L ~ 0 • 28 33.91 , I< ,.. 0.23 33.91 rl e,~r'0.29 34. 45 "«fi'r:1.v, 0. 22 3,4 • 4.5 · 0 • 2 9 33 .17 · O. 2-2 33.17 0.29 3 .07 0.22 30.07 0.28. 25 .16 ·o .·23 25.16 o_.27 18.42 0.25 18.42 0.19 11.40 0.37 11.76 Q.43 -15.20 0.02 -23.31 0.00 · -29. 3·5 0 .00 -32~9 >:, <!:.,, t. o.oo · -34. 37 ;1l,.-u, 0. 00 -34. 01 ;,f'?e-1i1f,-O. 00 -31.82 ~~.-0.00 -27.82 -o.oo -22.01 -0.00 -14.44 -0.01 -i3. 82 ~L.D O. 00 0. 77 ,__.. 0. 00 cL1!> -o.oo -6 .40 W6<-D O. 00 0.44 ....-r"" 0.00 ~-o.·oo -5.13 [A;e.i,O 0.00 0.88 ~ 0.00 3. 95 ·¼a,p O. 00 -3.30 L,/" o.oo 0.90 ....---· 0.-00 -o o 00 ·I -o.oo 0.14 0.01 o.oo 0.00 -0.02 -0.00 -:-0. 04 0-. 01 -0..06 0.01 -0.06 0.01 -0.05 0.02 -0.03 . 0 .-03· 0.00 0.01 Q.14 0.01 0.00. -0.05 -0.06 -0.07 -0.07 -0.08 -0.07 .;..0.07 -0.06 -0.05 0.00 0.00 . o.oo 0-. 00 .o.oo o.oo o.oo. 0.00 o.oo o.oo ·0.00 ~-4 --~--. ~- -12. 3t;> -12.01 -19.45 -19.45 -26.72 -26.72- -31.54 -31.54 -33.91· -33.91 -34.45, -34.45 -33.17 -33.17 -30.07 -30.07 ... 25 .16 -25.16 -18.42 -18.42 -11 • .40 -11.76 15.20 23.31 29.35 32.93 34.37 34.01 31.82 27.82 '- 22.01 14.44 13.82 -·o. 77 -6.34 6.40 -0.44 -5.82 5.13 -0.88 -3.95 3.30 -0.90 0.42 0.38 0.19 0.26 0.26 0.24 0.27 0.24 0.28 0.22 0.29 0.22 0.29 0.23 0.-29 0.23 0.28 0.24 0.26 0.32 0.27 0.42 -0.02 -o.oo -0.00 -q.oo -o.oo o.oo o.oo 0.00 0.00 0.01 o.oo -0.00 0.00 -o .-00 o.oo -o.oo -0.00 0.00 -0.00 . -o. 00 0.00 o.oo -0.14 -0.01 -0.00 -o.oo 0.0'2 o.oo 0.04 -0.01 0.06 -0.01 0.06 -0.01 0.05 -o. 02 . 0.03 -0.03 -o.oo -0.01 -0.14 -0.01 0~00 0.05 0.06 0.07 0.07 0.08 0.07 0.07 0.06 0.05 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo o.oo o.oo 0.00 o.oo 0.00 ,.......,._ ---. ,.__ ~ ---. ---t --·-, ·-- RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 · Job _______ _ Page ~, San Diego, CA 92127 Date ___ _ ODYSSEY GOLF TRUSS J9 AT 1~2, C TOD --~--------~---~~---------------------~-------~-------------------------~---· · Nodes ==. ===== I-End === . ·-=== ===== J-End No I J Axial Shear Moment· Axial Shear Moment ----------~---~(K)--------(K)------(K-ft)--~----(K)--------(K)------(K-fi)-- w( _44 13-11 2.09· -· o.oo o.oo . -2.09 -o.oo o.oo w,o 4 5 13-14 -1 . 4 7 .....-0 • 0 0 0 . 0 0 . 1 • 4 7.. -o . 0 0 0 . 0 0 V( 4.6 1.5-.14 0. 57 ,.__....,. 0. 00 0. 00 -0. 5.7 0. 00 0. 00 w11 4 7 16-1.4· 0. 70 ._.... 0. 00 0. 00 -0. 70 -0. 00 0. 00 1.o..1~ 48 16-11 -0.11...,...... o.oo o.oo 0~11 ·-o.oo o.oo vi 49 18-11 o. 58 _....--. o. qo b. oo. -o. 58 o. oo o. oo w~ 50 19-11 -o.·66 ~o.oo o.oo o.66 o.oo o.oo Wtt 51 19-20 1.26 · -0 .. 00 0.00 -1.26 0.·00 0.00 v, ?2 21-20 0.58 ,_..,, O.Od 0.00 -0.58 0.00 0.00 ~1o 53 22-~o -2.03.--o.oo o.oo 2.03 o.oo o.oo w~ 5 4 2 2-2 3 2 • 6 3 -·-o • o o o • o o -2 • 6 3 o • o o o . o o V( 55 24..-23 0.57 ---6.oo 0.00 -0.57 0.00 .o.oo l,u8 · s 6 2 5-2 3 -3 • 3 9 ._../ · -o • o o ·o • o o 3 • 3 9 o • o o o • o o V){ 57 25-26 · 4.01 l.<}Gl.D --o.oo o.oo -4.01 0.00 0.00 Vl 58 27-26 0.55 L,/"' 0.00 0.00 -0.55 0.00 o.oo WlP 59 28-26 -4.74 W~t..O -0.00 0.00 4.74 0.00 0.00 w5 6 o 2 8-2 9 5 .-41 i..--"" · -o • o o o • o o -5 • 41 o • o o o • o o v, 61' 30-29 o.45 I/' o.oo o.oo -0.45 o.oo o;oo w+ 62 31-29 -6.oO t.AJeL,i:> -o.oo o.oo 6.oo o.oo o.oo IA:)? 63 31-. 32 ~-.:..o.o.o o.o·o -5.99 o.oo o.oo V ls . 6 4 3 3-. 3 2 0 . 7 8 ~ -0 . 0 0. O· .' 0 0 -0 . 7 8 0 . 0 0 0 . 0 0 w-z.. 65 · 34-32 -13.15 We:LO o.oo o.·oo 13.15 o.oo o.oo ~-----·.,. ~~---··. RISA-2D · (R) Version 3. 03 R2H Engineering, Inc. 11545 W. Bernardo court, #300 San Diego, CA 92127 ODYSSEY GOLF TRUSS Jg AT 1.2, C TOD Load combination is 4: EXIST. DL + MECH Member End Forces Job. ____ _ Page % Date ___ _ ----------------------------------------------------------------------------' --. Nodes =====I-End===-=====· === J-End No I J Axial Sh~ar Moment . Axial Shear Moment ----... ----------( K) --------( K) _____ .:_ ( K-ft) _____ ;..._ ( K) ---:-_-:----( K) ------( K-.f t) -- 1 2 3 4 5 6' 7 8 9 10 il 12 13 ·14 15 16 17 18 19 · 20 21 22 23 24 25 26 27 28 29 30 · .31 32 33 34 3'5 36 37 38 39 40 41 42 43 1-2 2-4 4-6 6-· .7 . 7-·g 9-. 10 10-·12 12-13 13-15 1:?-16 16-18 18-19 · 19-21 21-22 · 22-·24 24,-25 25-27 27-28 28-30 30-31 31.-33 33-34 -3-5 5-8 8-11 11-14 14-17 17.,.. 20 · 20-23 23-26 26--29 29-32 1-3 2-3 · 4-3 4-5 6-5 7-5 7-8 g..,. 8 10-8 10-11 l,2-11 '5. 32 5.15 8.29 8.29 11.28 11.28 13.41 13.41 14.69 14.69 15.11 15.11 14.69 14. 6-9 13.41 13.41 11.28 11.28 8.29 8.29 5.15 5.32 -6.50 -9.88 -12.44 -14.14 -14.99 -14.99 -14 .1.4 -12.44 -9. 8·9 -6.51 -5.95 0.37 2.69 oe-2.68 0.21 2.41 -2.09 0.26 .1.75 -1.46 o. 2-6· ·Q.20 0.13 o.i5 ·.O .12 0.12 0.13 0.11 0.13 o.i1 0.13 0.li 0.13 0 .• l,1 o_.13 0.11 0.13 0.11 0.12 0.12 0.09 0.17 0.20 o·. 01 0.06 0.00 o.oo 0.00 -o.oo -0.QO -o. 00. -o.oo -0.01 O .O.Q o.oo -o. 00 · o.oo 0 .o.o o.oo o.oo o. 00 · o.oo o.oo o.oo -o.oo 0.01 0.06 0.01 o.oo 0.01 -0.01 0.01 -0.02 0.01 -0.0.2 0.01 -0.02 0.01 -0.02 O·. 01 ... 0.01 0.01 0.00 0.01 0.06 0.01 0.00 -0.02· -0.02 -0.03 -0.03 -0.03 -0.03 .... 0.03 -o·. 0.2 -0.02 0~00 o_. 00 o.o.o o.oo o.oo o.oo ,0.00 o.oo o.oo o.oo o.oo -5.32 -5.15 -8.29 -8.29 -11.28 -:11.28 -13 •. 41 -13.41 -14.69 · -14.69 -15.11 -15.11 -14.69 -14.69 -13.41 -13.41 -11.28 -11.28 -8.29 -8.29 -5.15. .,.5. 32 6.50 9.88 12.44 14.14 14.99 14.99 14.14 12.44 9.89 6.51 5.95 -0.37 -2.69 2.68 -0.21 -2.41 2.09 -0.26 -1.75 l.46 -0.26 0.20 0.17 0.09 . 0 .12 0.12 0.11 0.13. 0.11 0 •. 13 0.11 0.13 0.11 0.13 0.11 0.13 0.11 0.13 0.12 0.12 0.15 0.13 0.20 -0.01 -0.00 -o.oo -0.00 -o.oo o.oo 0.00 o.oo o.oo 0.01 o.oo -0.00 0.00 -o.oo 0.00 -o.oo -0.00 o.oo -o.oo -o.oo 0.00 -0.01 -0.06 -0.01 -o.oo -0.01 0.01 -0.01 0.02 -0.01 0.02 -0.01 0.02 -0.01 0.02 -0.01 0.0l -0.01 -o.oo -0.01 -0.06 -0.01 -o.oo 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.02 0.02 o.oo o.oo o.oo o.oo 0.00 o.oo o.oo 0 .·00 o.oo o.oo ·0.00 o.oo RISA-2D (R) Version 3.03 R2}J Engineering, Inc. 11545 w. Bernardo Court, #300. San Diego, CA 92127 ODYSSEY GOLF TRUSS J9 AT 1.2, C TOD Job ____ _ Page Cf/ Date ___ _ ----------------,, ----------------------------------------------------------Nodes ===== I-~nd ===== ===== J-End ===== No I J axial snear Moment . Axial Shear Moment ~-~-----~------(K)~-------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 44· 13~ i1 1.11 o~oo o.oo -1.11 -o.oo o.oo 45 13-i4 -o.s2. o.oo o~oo o.aa -o.oo o.oo 46 15-14 0.27 0.00 0.00 -0.27 o.oo 0.00 47 16-14 0.46 o.oo o.oo -0.46 -o.oo 0.00 48 16-11 -0.18 o.od o.oo 0.18 -o.oo o.oo 49 18-11. 0.21 o.oo o~oo -0.21 o.oo o.oo 50· 19-17 -0.18 -o.oo o.oo 0.18 o.oo 0.00 .51 1~-20-0.46 -0.00 o.oo -0.46 o.oo o.vo 52 21-20 0.27 0.00 o.oo -0.27 o.oo o.oo 53 22~ 20 -0.82 -o.oo o.oo 0.82 0.00 0.00 54 22-23 1.10 -o.oo 0.00 -1.10 · o.oo 0.00 55 24-23 0.26 o.oo 0.00 -0.26 0.00 0.00 '56 25-23 -1.46 -0.00 0.00 1.46 0.00 o.oo 57 25-26 1.75 -o.oo 0~00 -1.75 0.00 0.00 58 27-26 0.26 0.00 o.oo -0.26 o.oo o.oo 59 28-26 -2. 09 -o. 00 (),. 00 2. 09 0. 00 0. 00 60 28-29 2.40 -o.oo 0.00 -2.40 o.oo 0.00 61 30-29 0.21 .o.oo o.oo -0.21 o.oo 0.00 62 31~ 29· -2.68 -o.oo 0.00 2.68 o.oo 0.00 63 31-32 2.69 -o.oo 0.00 -2.69 0.00 0.00 64 33-32 . 0.37 -0~00 o.oo -0.37 0.00 o.oo 65 ~4-32 -5.95 0.00 0.00 5.95 0.00 o.oo R2H Engineering; Inc. JOB NO. · '17 ( .4-1- .PROJECT. OO'f~se.y DATE __ .Cf_-_·2---=--~--~2~1-- BY ____ _,._ ........ SUBJECT __________________ _ SHE~T ~2. OF __ ----------· ,. --j --.-r-, , -··· ___ i . : ·: I ; -I .. , -----_·------------1 -. ----·----------... ---' ORri:;:,i-lA.(... l..oAoz,.J~ ! ~-£ii.'I./, -+-,2.--$ r... e2.· -~;.iT "A,Ji.L.. £'j_ r , . Nct.J t.<J/\0$ ' ---( :~~;·:~~:-ex\~-~-;} ---:: -~~~Z-~I, -= -(: ~1 X ~:2·;y ~ 1itc·+: 10;-·) 5GiQHA.,T~ OU7?c.f( . ie/~_ ... ~(u,,u-c_HP fo: _____________ . _____ _ I. -~ r., (Poc1.s-) ,_ . , ·-_---------_·-_. ·-"'!=-• -__ ··• OOS ~-__ .C.(01.1.cy_.5 ) . , (. ?.$ P-.ti<>o-...) = (~4-~1S)( l,7.$) -~ ~-~3(,}2,:.1, -- -------_ _i,_ ------ /~ To ··:Z2. ---------1-----, ' -;-----. --- W/ ~4 ~<( "l::ii05 , I ~11.< -To' J70.'2../ ,.. -l,OS i.. -• -·-,----• • --t ------.. -------------~-.--_, ~--------------- RISA-2D .(R) ve·rsion 3.03 R2H Engineering, Inc. Job 11545.W. Bernardo Court, #300 Page =t'.2 San Diego, C4 92127 Date ·ODYSSEY GOLF TRUSS J9 AT l.. 5, C TO D Load Combination is 3 . NEW LOADS W/ DUCT . Member End Forces --~~-----~---~---------~---------~-------~-~--------------------------------Nodes I-End--------~-J-End No :i;: J Axial Shear Moment Axial Shear Moment --------------( K) --------( K) ------·( K..-ft) _;, _ _:· ____ ( K ).---~-----( K) ------( K-ft )-- ·1 1-2 11.65 0.40 0.00 -11.65 0.40 0.01 2 2-4 11.3.2 0.24 -o.oi -11.32 0.35 -0.13 3 4-6 i8.34 0.30 0.13 -18.34 0.18 -0.01 4 6-7 18.34 o.~4 0.01 -18.34 0.24 -o.oo 5· 7-9 25.22 0.24 0 .-00 -25.22 0.24 -o.oo 6 9-10 25.22 0.25 0.00 -25.22 0.23 0.02 1 10-12 2.9. 75 0.23 -0 .• 02 -29.75 0.25 0.00 8 1·2-13 29.75 0.26 -o.oo -29.75 0.22 0.04 9 13-15 31.95 )'31 ,('l ... 1< 0. 21 -0.04 -31. 95· 0.27 -0.01 1-0 15-16 31.95 .. ~ 0.27 b.01 -31.95 0.21 0.05 11 16-18 32.43 . . ,,. ,Jr o. 21 -0.05 -32.43 0.27 -0.01 12 l8i-19 32 .• 43 ~ea.a 0~27 d.Ql -32.43 0.21 0.05 13 19-21 31.21 0.21 -0.05 -31.21 0.27 -0.01 14. 21-22 31.21 0.27 0.01 -31.21 0.21 0.04 15 22-24 28.29 0.21 -0.04 -28.29 0.27 -0.02 16 24-25 28.29 0.26 .o. 02 -28.29 0.22 0.03 ·17 . 25-27 23.66 O·. 22 -0.03 -23.66 0.26 -0.02 18 27-28 23.66 0,. 25 · 0.02 -23.66 0.23 -o.oo 19 28-30 17 • .31 0.24 0.00 -17.31 0.24 -0.01 20 30-31 17.31 0.18 0.01 -17.31 0.30 -0.13 21 31-. 33 10.72 0.35 0. 13 -i0.72 0.25 -0.01 22 33-34 11.05 0. 40' ··o. 01 -11.05 0.40 -0.00 23 3-5 -14.33 0.01 0.00 14.33 -o·. 01 0.05 24 5-· 8 -22.00 o.oo -b.05 22.00 -o.oo 0.06 25 8-11 --27.69 0.00 ·-0. 06 27.69 -0.00 0.07 2-6 11-14. -31.04 0.00 -:-0.07 31.04 -o.oo 0.07 27 14·-l 7 -32. 37 ;>bJ,S<c o.oo -0.07 32.37 -o.oo 0.07 28 17.-20 -32. 01 .·.«~1iJ~-o. oo -0.07 32.01 0.00 ·O. 07 29 20-23 -2 • 4 ~~ -o.oo ..,.0.07 29.94 o.oo 0.06 30 23-26 -26. 17 . .. -o. 00 · -0.06 26.17 0.00 0.05 31 26-29 --20. 69 -o.od -0.05 20.69 0.00 0.05 32 29-32 · -f3. 57 -0.01 ·-0 .05 13.57 0.01 0.00 W2. 33 1--3 -13.03 WELD o. o·o 0.00 13.03 0.00 0.00 VI.$ .34 2-.3 0.72 ~ 0.00 o.oo -0.72 ·-o.oo o.oo w~ 3:5 4-3 C[. 2§) -0.00 0.00 -5.98 0.00 o.oo Wit 36 . 4-5 -6-. 04 ~i.-0 0.00 o.oo 6.04 -o.oo o.oo \J, 3,7 6-5 0.42 v-· 0.00 o.oo -0.42 0.00 o.oo <::,J'7 38 7-5 ~-0.00 0.00 -5.50 -o.oo o.oo w<,, 39 7-8 -4.86 W~t..D -0. 00 . 0 .oo 4.86 -0.00 o.oo \} 40 9--8 0.85 --· o.oo 0.00 -0.85 o.oo 0~00 w7 41 10-8 3.72 ~. o.oo · 0 .oo -:3.72 -o.oo o.oo w~ 42 10-11 -3.10 .__....--0.00 o.oo 3.10 -o.oo o.oo v . 43 12-11 0.87&..--0.00 o.oo -0.87 o.oo o.oo '- RISA-20 (R) Version :3.03 R2H Engineering,· Inc. Job ____ _ 11545·w. Bernardo Court, #300 Page o;f San Diego, CA .92127 Date ___ _ ODYSSEY.GOLF TRUSS J9 AT .1. 5 , C . TO D· -------~-------------~---------~--------------------------------------------Nodes ======= I~End ====== ===== J-End No· I J Axial Shear Moment Axial Shear Moment -~-:..------------( .K )· --------( K) ------( K-f t) --------( K) --------( K) ------( K-f t) -- v-1 T' 44 13-11 1.94-o~oo o.oo· -1.94 -o.oo o.oo .w,o 45 13·-14 -1..36---o.oo o.oo 1.36 -o.oo o.oo \) 46 . 1·~-14 q. 54 _. 0. 00 0. 00 -o. 54-O. 00 O. 00 tv11 47 16-14 O.t54-0.00 0.00 -0.64 -0.00 0.00 Wi2-48 16-17 -.Q.09,......-0.00 0.00 0.09 -0.00 0.00 V 49 18-17 o.54 --o,.oo · o.oo -o.54 o.oo o.oo w17-50 19·-17 -b.64 ---o.oo o.oo 0.64 o.oo o.oo W l I 51 19-2 0 1 • 2 0 _. -0 • 0 0 0 • 0 0 -1,. 2 0 0 . 0 0 0 • 0 0 " · 52 2.1-20 o.54 ....--·o.oo -o.oo -o.54 o.oo o.oo iuo 53 22-20 -1.92 ~ -o.oo 0.90 .l.92 o.oo o.oo W'j 5 4 2 2-2 3 2 • 4 8 ..--0 • 0 0 0 • 0 0 -2 . 4 8 0 • 0 0 0 • 0 0 V· 55 24-23 0.53 ~ 0.00 0.00 -0.5.3 0.00 0.00 '-v8 . 5 6 25-2 3 -3 • 19 ~ -o • 0 0 0 • 0 0 3 • 19 0 . 0 0 0 . b 0 lAJ7 5 7 2·5-2 6 3 • 7 7 W~LJ) -a . O O o • o O -3 • 7 7 o • o o O • O O v . 5 s 2 7-2 6 o • 5 2 ~ o • o o o •. o o -o • 5 2 o • o o o • o o W&, 59 28-26 -4.46 '-1.Je:i.,0 -0.00 o.oo 4.46 0.00 0.00 Lvf 60 ·23-29 · 5. 09 UJt:-.Lo -o. oo o. oo -5. 09 o. oo o. oo I/ 6 ,1 3-0 -2 9 0 • 4 2 L,.,,--"'" 0 • 0 0 0 • 0 0 -o • 4 2 0 • 0 0 0 • 0 0 4.J4 62 31-29 -5.64 wap_·-o.oo o.oo 5.64 o.oo o.oo w~ 63 31-32 (5.6}) -o.oo o.oo -5.63 o •. oo o.oo V/5 64 33-· 32 0.73 ......---o.oo o.oo -0.73 o.oo o.oo c..vz 95 34-32 -12.36 ~L.j) 0.00 o.oo 12.36 0.00 0.00 -----~·--·-····- ·R2H Engineering, Inc. . . JOB NO. Cf 7 f f1- PROJECT 00'-f$.~ft.Y . SY _________ SUBJECT _______ ~------------ DATE __ 9_-=2~~~-~f~7'--_ SHEET '-J ~ OF __ + ;· -c.en ... ,tJ~ (,0131-,oir..;( s.o')' f; ~ . z_ -= (.1.o1t.··~i,Y~74o+,Jor,) ! . f'? = (. .1~· ,. . )( .. ~?·f,/oo). l<J -. . '7.. . f 4-" (-,17' '1-•. Jo• )( J~ ) f j ~ {, 7f4'3 + ,/.»o )( ,1, )i -rof' C/-f ~/<.o P--·i-i,1s .4. ';" (."Z.~ = .., - .... :: '=' . -~~ : 2:1,,51. = 2,,S.17.: k ~.; ;:,-. z.1, :3·'7 '""- /'< --(,OS 2. ~ •tf;, -D5 tr_ o~~ .otok/j' ~ ors:, A)(p ·--. -. ·-··--F.,,_ =-30,0-'-' st ·---· -~ .. -. ' L IQ..(1-~,;.,J =.(30 .. 0 )(~.QS''Z..)::: ;,{;Sr.e,<c <'3:2.,0-~k "" 1,1.-& le =--1../ , '2.~z:_ I . SG:Z C:.:::1--f PuTG'<: l . :;;u 7 i'LJT (u1'1ti HP Fo )I (ooc 1.r ) ; (urJ1 T$ HPi{i,. · . (ouc7 5) ( Hf 4(G:)) (rt PX~ )J, I I' •I :! 11 li q '·;'. l!E,,.;,::" 7::,,.0 1 I C.{1'.::,,,..,,:7 ,:-.,,.,..,.N I, :, , ..... :: ·-7 To 2,.o iJ (, [: W/ ~/4. r( l'f.vKJ5 ' . I ; ~,u Tc J7a.2./ : f) 7o (. .. i i . : • «G.1 r.Jf' I so1. "K~ r'~"Of'i 14 To2.o $1,-..i ,... ·J 7 •2../ Ii . r I I 1 · r . I I 1. w-z- VlS <..o3 1..y4- . V\ W5 w4- v1 W1 w2' \/1 RISA-2D (R)· Version 3. 03 R2H Engineering, Inc. 11545 w. Berna:,:qo Court, #300 San Diego, CA .92127 ODYSSEY GOLF TRUSS J9 AT 1. 8 , D· TO· C -Load Combination. is 3: NEW LOADS W/ DUCT Member End Forces Job. ____ _ Page·--.'i-b---Date. ___ _ ----"----------------------------·-----------------~-------------------------- Node~ I-End----------J-End ===== No · I .J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)-----;..CK-ft)-----.:..--(K)-----.,,.--(K)------(K-ft)-- 1 l·-2 2 2-4 3 4-6 4 6-7 5 7-9 6 9..,. 10 7 io-12 8 12-·13. 9 13-15 10 15-·16 11 1-E>-18 12 18-19 13 19-21 14 21-22 15 .22-24 16 24-25 17 25-27 18 27-28 19 28-30 20 3o-;n 21 31-33 22 33-34 23 3-5 2-4 5-8 25-8-11 26 ll-14 27 14-17 2·8 17-20 2.9 20-23 30 23-26 31 26-29 32 29-32 33 1-3 34 2-3 35 4-3 36 4-5 3V 6-5 38 7-5 3·9 7-8 40 9-8. 41 10-8 42 1:0-11 43 12-11 12.46 0.41 11.97 0.23 . 18.84 0.30 18.a4 0.25 25.03 0.22 25.03 0.21 29.16 0.21 29.16 0.21 · -31. 55 ?~/,l'L O. 21 31 • 5 5 ,_., t<eiAJr. o • 2 7 32.15 f?e-13 'n q.21 32.15 · ""l'"',0.21 31.06 0.21 31.06 0.27 28.27 d.21 28.27 0.26 23.69 0.21 23.69 0.25 17.36 O.Z3· 17.36 0.18 10.74 -0~34 11.07 0.40 -15.04 0.02 -22.28 o.oo -27.3i 0.0_.0 -30.54 o.oo -32.03 ">";[.f(o o.oo -31. 79 ,' .~~INf'-0. 00 -29. 85 /¾&o-0. 00 -26~17 -o.oo -20.76 -o.oo -13.59 -0.01 -13. 93 luELC> C). 00 1. 07 . l.(JE;W:::, 0. 00 ~ -o.oo· -5. 72 WGI-..D O·. 00 0.42 i----O.OQ 5 .18 t.u~t.D O. 00 -4.14 _.-o.oo 0.52 ,__. 0.00 3.43 ~ 0 .• 00 -2.79--0.00 0.53----o.oo -·o. oo .;.0.03 0.13 0.01 -0.01 0.02 -0.03 0.02 -0.05 0.01 -0.05 0.01. -o-.-05 0.01 -0.04 0.01 ..-o. 03 0.02 -o.oo 0.01 ·o .13 0.01 -o.oo ;_0.05 -o .-06 -0.06 -·o. 01 -0.07 -o:. 07 -0.06 -Q.05 -0.05 0.00 0-.00 0.00 o.oo o.oo 0.00 0.00 o.oo o;oo o .. oo o.oo -12.4.6 -11.97 -18.84 -18.84 -25.03 -25.03 -29.16, -29.16 -31.55 -31.55 -32.15 -32 .15- -31. 06 -31.06 -28.27 -28.27 .-23. 69 -23.69 -17.36 -17.36 -10.74 -11.07 15.04 22.28 27.31 30. 54 · 32.03 31.79 29.85 26_.17 20.76 13.59 13.93 -1.07 -6.10 5.72 -0.42 -5.18 4.14 -0.52 -3.43 2.79 -0.53 0.39 0.36 0.17 0.23 0.26 0 .• 21 -0. 26 0.21 0.27 0~21 0 •. 27 0.21 0.27 0.21 0.27 0.22 0.26 0.23 0.24 0.30 0.25 0.40 -0.02 -o.oo -0.00 -0.00 -0.00 o.oo o.oo o.oo 0.00 0.01 0.00 -0.00 o.oo -o.oo 0.00 -o.oo -o.oo 0.00 -o. oo' -o.oo o.oo ·0.03 -0.13 -0.01 0.01 -0.02 0.03 -0.02 0.05 -0.01 0.05 -0.01 0.05 -0.01 0.04 -0.01 0.03 -0.02 0.00 -0.01 -0.13 -0.01 -o.oo 0.05 0.06 0.06 0.07 0.07 0.07 0.06 0.05 0.05 0.00 o.oo 0.00 o.oo 0.00 o.oo o.oo o.oo o.oo o.oo o.oo 0.00 w, . w,o v'J W/7 CJr2.. VI 1..01-i. wt1 VJ· , l,,JJo W'1 \)) Cv~ l.u7 VI Lu_~ (;A)'G VI Wf W_'? VI.$ l<..)1- RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, .#300 San Diego, CA 92127 ODYSSEY GOLF TRUSS J9 AT 1.8, B TO C Job ____ _ Page c:r1 Date'------ ----------~----------------------~-------~------~---------------------------Nodes; !-End J-End No I. J AXial. Shear Moment Axial Shear Moment -----~---------(K)--------{K)------(K-ft)-----~-(K)--------(K)------(K-ft)-- 44 13-11 2.08 .......-o.oo o.bo -2.08 -o.oo o.oo 45 13-14 -1.52 -0.00 .o.oo 1. 52,_ -o.oo o.oo 46: 15-14. 0.59 ......--0 .00 · o.oo -0.5~ o.oo 0.00 47 16-:-14 0.73 i..--0.00 o.oo -0.73 -o.oo 0.00 48 16-17 -0.17......,.. 0.00 o.oo 0.17 -o.oo 0.00 '49 .18-17 0. 54 .__.. o.oo o.oo -0.54 o.oo 0.00 5·0 19-11· -o. 55 ....---o.oo o.oo 0.55 0.00 o.oo 51 1.9-· 20 1.10 .,,./ .-o. 00 o ._oo -1.10 o. oo· · 0. 00 52 21-20 0.54 .......-0.0'0 0.00 -0.54 o.oo o.oo 53 22-20 '-1.82 ......---o.oo o.oo 1.82 o.oo o.oo 54 22-~3: 2· .• 38 c..-----0.00 o.oo -2.38 o.oo 0.00 55 24-2.3 d.58 ~ o.oo 0. 00 · -0.58 o.oo· 0.00 ·56 25-23 -3.16 .......--0~00 o.oo 3.16 o.oo 0.00 57 25-26 3. 73 .....----().00 o.oo -3.73 o.oo 0.00 58 27-26 0 .• 51 ...... (). 00 . o.oo -0.51 0.00 0.00 59 28-26 -4 • 42 l.<EL..J':) :-""0. 00 o.oo 4.42 o.oo o.oo 60 28-29 5 .12 W1;:w:> ~o.oo o .·oo .-5.12 o.oo 0.00 61 30-29 0.42~ o.oo o.oo -0·.42 o.oo 0.00 62 31-29 -5. 66 L.f"t::i.D -Q.00 o.oo 5.66 0.00 0.00 63 31-32 Cb§)'· -o.oo 0.00 .:..5.65 0.00 o.oo . 64 33.,. 32 0.73 V"' -·o. oo 0.00 -0.73 o.oo o.oo , 65 -~4--32 ~12. 37· (...JE,i.O o.oo o.oo 12.37 0.00 o.oo ------··· ··-. --~ -· .. ·. • ... --. __ . • .·.-.. c•.:":• -~ -·· • '•"• ·--·----·---• R2H Engineering, Inc. RISA-2D -(R) Version 3.03 . 11545 .W. Bernardo Court, #300 San Diego, CA-92127 ODYSSEY GOLF TRUSS J9 A~ 1.8, B TO C Load Combination is 4: Member End Forces EXIST. DL + MECH --------... -~--------~- Job ____ _ Page . 9~ Date ___ _ ----------------~----------------------------~-------~-~--------------------Nodes . I-End--~--~----===== J-End N·o I J Axial 'Shear Moment Axial SJ;lear Moment --~------------( K) --------( K) ------·( K-ft) ·----:----( K) --:-:--·----( K) ------( K-f t) -- 1 1-·2 4.83 . 0.17 -o.oo . -4.83 ·0.17 -0.00 2 2-4 4.68 0.11 0.00 -4.68 0.15 -0~06 3 4-6 7.56 0.13 0.06 -7.56 0.08 -0.00 4 6-.. 7 7.56 0.11 0.9-0 -7.56 0.10 -o.oo 5 7-9 10.35 0.10 (l.00. -10.35 0.11 -0.01 6 9~ 10 10.35 0.12 0.01 -10.35 0.09 0.01 7 10-12 12.34 .0 .. 09 -0.01 -12.34 0.11 -0.01 8 12-13· 12.34 0.12 0.01 -12.34 0.09 0.02 9. l~-15 13.53 0.09 -0.02 -13.53 0.11 -0.00 10 15-16 13.53 0~12 o.oo. -13.53 0.09 0.02 11 J,6-18 13.89 0.09 -0.0·2 -13.89 0.12 -0.01 12 18-19 13;89 0.12 0~01 -13.89 o.o9 0.02 13 19-21 13.50 0.09 -0~02 -13.50 0.12 -0.01 14 21-22 13.50 -0.12. 0.01 -13.50 0.09 0.02 15 22-24 12.37 0.09 -0.02· -12.37 0.12 -o.oo 16 24-25 12.37 0.11 o.oo -12.37 0.10 0.01 17 25--27 10.41 o.og -0.01 -10 • .41 0.11 -0.01 18 27~ 28 10.41 0.11 0.01 -10.41 0.10 o.oo 19 28.:. 30 7. 64 0 .10 -.o. 00 -7. 64 0 .11 -o. 00 20 30-31 7.64 0.08 o.oo -7.64 0.13 -0.06 2.1 31-3 3 4 • 7 2 0 • 15 O • O 6 -4 • 7 2 O • 11 -o . 0 0 22 33-34 4.87 0.17 0.00 -4.87 0.17 -0.QO 23 3-5 -5.92 0.01· -o.oo 5.92 -0.01 0.02 24 5-a ~9.04 o-.Oo -0.02 9.04 -o.oo 0.02 25 8-11 -11.45 0.00 -0.02 11.45 -0.00 0.03 2f;i 11-1-4 -13.02 o.oo -0.03 13.02 -o.oo 0.03 27 14-17 -13.79 O~OO. -o~o3 13.79 -o.oo 0.03 ~8 17-2Q ~13.77 -o.oo -0.03 13.77 0.00 0.03 ·29 20-23 -13.02 -o.oo -0.03 13.02 0.00 0.03 30 23.-26 -11.47 -0 .• 00 ·. -0~03 11.47 0.00 0.02 31 26~ 29 -9.14 ~o.oo •0.02 9.14 o.oo 0.02 32 ~9-32 -5.98 ~0.01 .-0.02 5.98· 0.01 0.00 33 1-3 --5.40 o.oo ·.0.00 5.40 0.00 o.oo 34 2-3 0.32 o.oo o.oo -0.-32 -o.oo 0.00 35 4-3 2.46 -o.oo o.oo. -2.46 0.00 o.oo 36 4-5 -2.47 o.oo o.oo 2.47 -o.oo 0.00 37 6-5 0.18 o.oo o.oo -0.18 o.oo o.oo . 38 7-5 2.23 0.00 o.oo -2.23 -0.00 0.00 39 ·7-. 8 -1.96 0.00 O.QO 1.96 -0.00 0.00 40 9-8 0.22 0.00 o.oo -0.22. o.oo 0.00 41 10-8 _1.66 o.oo o.oo -1.66 -o.oo 0.00 42 10-11 -1~33 0.00 o.oo 1.33 -o.oo o.oo 43 · 12-11 0.23 o.oo o.oo -0.23 o.oo o.oo ~. -. ~. --·-·. RI.SA-2D (_~) Version 3.03 R2H Engineering, Inc. Job 11545 w. Bernardo Court; #300 Page cti San Di.ego, CA 92127 Date ODYSSEY GOLF TRt)SS J9 AT 1.8, B TO C -- -----~----------~-------------------------~---------------------------------Nodes' I-Erid J-End No I J Axial Shear Moment Axial She·ar Moment ------~--------(K)--------(K)------(K-ft)-------(K)--------(K)--~---(K-ft)-- 44 13-11 1.02 o.oo 0.00 -1.02 -0.00 o.oo 45 13-14 -0.78 o.oo o.oo 0.78 -o .0-0 o.oo 46 15""' .14 0.29 o.oo o.oo -0.29 0.00 o.oo 47 · 16-14 0.3-~ o.oo o.oo -0.39 -o.oo 0.00 48 16-17 -0.14 . 0 .oo, o.oo 0.14 -o.oo o.oo 49 18-17 0 •. 23 0.00 o.oo ·--o. 23 o.oo o.oo 50 19--17 -0.17 .... o. 00 o.oo 0.17 0.00 o.oo 51 1.9-20 I 0.41 --o.oo 0.00 -0.4l, 0.00 0.00 52 21-20 0.23 o·.oo o.oo -0.23 0.00 0.00 53 22-20 -0.72 -o.oo o.oo 0.72 o.oo 0.00 54 22'""". 23 0.97· --o.oo o .• 00 -0.97' 0.00 0.00 55 24-23 0.29 o.oo o.oo -0.29 0.00 0.00 56 25-23 -1.35 -o.oo o.oo 1.35 d.00. 0.00 57 25-26 1.61 -o.oo 0.00 -1.61 0.00 o.oo 58 27-26 0.22 0.00 o.oo -0.22 o.oo 0.00 59 28-26 -1.91 -o.oo 0.00 1.91 o.oo o.oo 60 28-29 2.26 -o .. oo o.oo -2.26 o.oo o.oo 61. 30-29 0 .18. o.oo o.oo -0.18 0.00 o.oo 62 31--29 -2·.50 -o.oo 0.00 2.50 o.oo 0.00 63 31-32 2.49 -o.oo o.oo -2.49 0.00 o.oo 64 33-32 0.32 -0.00 0.00 -0.32 o.oo o. oo· 65 34-.32 -5.44 0.00 0.00 5.44 o.oo 0.00 _________ .,_,. .· ... -·····----- R 2H Engineering, ·ltic. · JOB NO. Cf] I tf:1- PROJECT OO'fs~e..i" BY __________ SUBJECT ________ ..,._ ____________ _ DATE 9-2.'3-rZ SHEET. /00 ·OF __ . .: L --. -' ·-·-·--·----·----·- . . ·--_' p f ' f ~ . r . . . ; t7 ·" D -• --•. -. -.. -- f,2 1,"?...; _ l.,."%. t . · . + _.-£-.-. _ -:-; 1 ·. : . '5 . • : :,. G. . . r ~ . · --, r, ,-.. r . t : ==-, --l : ~ l q ,! ~ .~J _:~ -;~-~ -~; .,,_ l;,;--l ,~ ~: :i ~=:__~ ~-~~ -: . -... : . .: .. --. .. • t -i ----·--,.._ -. : ____ -~zrn~z--_----I .. ' . . _-;.;..,. --. -.. --= ----. -· ·-· . ----. ~ -------· ! ' ; I ; ; I I : ···-e3 ---,s .... -·· 3 --. ·ll -14 ----1, -,--'20 --.----~ --·---z~ -----'Z1 . . . ~2. -. . ·-1 ------- -----·----.. . ~ ·--- . -j". ---· . -l--.... : ··--• -• -1-·-··-. -.. i -, :~· . ! .. ·----------------· -·· . --------·--..... ----.. ----·---·-··--·--·--.-·- _·.;·.;.; --i../_' .. -~ ....... ,___-:-t.. 'Gi"_ . A_' IT ~. '=• . . . ; ·ORIGuJAC-!:.oAI>lN<;.! ... .,... "·--N f'N __ P,r ............ : .. o· ...isw f; -= Pz. ~ f '; :: l.DA,OS + .,., ~ "CE! t.,;,~c; -·-. .. ( ._Ot3 -t-,Ol(o X 8. 0 ')1 -k/ -,~'3,2:,. I PQu~T !,.OAO'$ . • (. ~1 X .:~·,Y ~ 14o +, Jot) ) - I· ... . \ (. 6,$o .. : ;{ .~:;.f,loo_) - ...,_ . -~--------· ·-·- f.. ~5 • 'tb ~ ·-b5 1-r 0;~4-· .. . . ·I<(. . . . ,OtO .... I . ~ .,·~lo · ,:,_,it... tt' ' I (u,-11, HP lo)! . I (Poe.Ts ) / i -~·'(ocicy .S :) ~ ( H_P4(G)) (rtiOXE: )) S G:Z C.:,H A.(7~ ;;:;i..;7?Uf ¾., I 4-'"-. "2.$,q f le. ir.-;,-z..f,8' ,'. ~f!:fu.J~ Th,c::i . 1-· '2.$ . . . • .... --. ---· .. -. • . . ---. ·-CJ,¢Ar:?--1".-e>~·-· . -=-__ (z.4 .~ ~eiJ<, _ -z.5 __ J ~~3 r. 'ii-=-=---------~------------~--__ · _______ --= =,o--=;;.::--u·-:-·;-~ · -~/ .. ?4 ~(_~~5 -~u -Tt> .J7a.z.,/. I • r:---"2.o:-a-'-' ·r., ..__;, ·--;::: -,,, ! .. j;; . To-_'-~-----~--;·:: .. -r~,·,·!V = (~o.o .}(1.os-z.} = .. 3/;ji,;,'c_·< ·Zt~1,zi:_'. --~ ~>:-~-~,~~-;. --==--·--=~~=~=-~-3~ .. ~ ,t.: · .. · ... ;· -~-------~--.. ·--_f3o:f--'-l'f~d-l :,,·:_;, _.:-''._.·.I:_:_( __ ,i·. ,: .--_-~_: ___ ·_--:----_----~~~~-~-----.~-_-=:_ ~~-~---.-~ . -·· -~:----. ~~~~---~$:-1£... .... ~ ·-.. --:-=··--.·== Lf-r~~-H ,-T~-~~:- -==·=--~~=-t::'.':· :::e··::::!-~---:-'-'.c--·+· ...;;-:___ __ -_·-_---..-;..-~....:......---+-1..,..,.:-!..-1 ~-....:·-· -_.-....:.·,_-,'-"'.:~.}?1.'.J# -.... _.., ___ ---... -;,._ ; .. , j I ! : I '_ ' ,p:l~.;.."B:FT_'.. '. r_~: ·. , 1, ·: '..~ ·,, r·! ,·-; · ,_1 _r L' __ ·_. __ 1 1 _. __ ,_L_, _ _: __ :: _, __ ,_1 -~,~1-:Toi'""'1"f1t1:1 . . . : . .-·-!, 1· .!. • -------· •• ·----·----··· ·,· ·----------..... ----··· -I • I f ' l _ ·-• •.' t • > •' I ' ". ---· ---·---; _____ ,., ___ .... -·-~--··· -·--· ---·1-· -~ ---~ . 1 : .• 1 ; 1 I ; ;-• -:-. ·•--------, •:•• -•-•••·••••I • •• -j_,. __ ~. -••~-: -, ~---r: • • • ' !I ; -i==-----.. _-:_~;__;__L~_----~-~~~---_ . · .. · -_. - -,..--·.·--·-..... --... =--- ... "U¼ .......... ---· RISA-20 (R) Version 3.03 R2H'Engi:neering, Inc. l,.1545 w. Bernardo court, #300 San piego, CA 92127 ODYSSEY GOLF TRUss· J7 AT 2.1, C TOD Load ··Combina~ion is 3 : NEW LOADS W/ DUC~ Member End .Forces Job. ____ _ Page 10 I Date ___ _ -~----~-~-------------------------------------------------------------------t,Jodes I-End J-End No I-J Axial Shear Moment Axial Shear Moment ----------------( l<) ---,--..---( K) ----..--( K-ft) -------( K) ------.--( K) ------( K-ft) -- 1 1-2 13.53 0.42 -o.oo -13. 53·-0.39 0.05 2 2-4. .13.04 . 0.23 -b.05 -13.04 0.38 -0.14 3 4,... 6 20.79 0.31 0.14 -20.79 0.17 -0.00 4 6-7 20.79 0.25 0 .oo. -20.79 0.23 0.02 5 7-9 27.92 0.22 -0.02 -27.92 0.26 -0.02 6 9-10 27.92 0.28 0.02 ..;.27. 92 0.21 0.05 7 10-12 32.74 0.21 -0.05 -32.74 0.27 -0. O;L 8 12-13 . 32. 74 0.28 0!01 -32.74 0.21 0.06 9 13-15 35. 5.7 )}f./-Z... o·. 22 ·-0.06 -35.57 0.27 O·. 01 10· 15-16 35.57 . b. 27 -0.01 -35.57 0.21 0.06 11 16-18 36.14 : ' ~~IA.If; 0. 21 -o. 06 -36.14 0.28 -0.01 12 18-19 36.14 f<.e,20 . o. 28 . 0.01 -36.14 0. 2.1 0.07 ·13 19-4i 34.99 0'.20 -0.07 -34.99 0.28 -0.01 14 21~ 22 34.99 0.27 0-. 01 -34.99 0.21 0.05 15 22-24 32.11 0.22 ...:o.05 -32.11 0.27 0.00 16 24-25 3_2 .11 0.26 -o.oo -:32.11 0.23 0.03 17 25-:-27 26·. 92 0 .Zl -0.03 -26.92 0.27 -0.02 18 27-28 26.9~ 0.2·6 0.02 -26.92 0.22 0.02 19 28-30 19.69 0.23 -0.02 -19.69 0.25 -0.01 20 30-3·1 19.69 0 .18-0.01 -19.69 0.31 -0.14 21. 31-33 12.08 a. 3·6. 0.14 -12.08 0.24 0.02 22 33-34 12.41 0.40 -0.02 -12.41 0.41 0.00 23 3-5 -16.51 0.02 0.60 16.51 -0.02 0.06 24 5-·0 -24.70 o.oo -0.06 24.70 -o.oo 0.06 2e; 8..-11 -30.65 0.00 -·a. o·6 30.65 -o. a.a 0.07 26 11-14 -34·. 3.4 >31,5t, 0.00 -0.07 34.34 -o.oo o.08 27 14-17 -36.04 ... o.oo -o. 0·8 36.04 o.oo 0.08 20· 17-20 -35.75 ·.~ ~~•~F.' -a. oo -0.08 35.75 0.00 0.08 29. 20-23 -33.74 ~f;QQ, -o. 00 · -o. 08 33.74 0.00 0.07 30 23-26 -29.71 -o.oo -0.07 29.71 0.00 0.06 31 26--29 -2~.66 -o.oo -0.06 23.66 0.00 0.05 32 29-32 -15.36 -0.02 -o •. 05 15.36 0.02 0.00 v)Z. 33 1-.-3 -15.14 wao -o.oo o.oo 1;5.14 o.oo o.oo VI$ 34 2-3 1.06 we..o 0.00 o.oo -1.06 -0.00 0.00 w) 35 4-3 <£J!J:> -o.oo .0.09 -6.79 o.oo o.oo (fif.. . 36 4-5 -6.44 ufat.-Q o.oo o.oo 6.44 -0.00 o.oo \If 37 6-5 0. 4-3 '--o.oo o.oo -0.43 o.oo o.oo w, 38 7-5 (£_ID}). o.oo o.oo -5.89 -0.00 o.oo wi, 39 7-. 8 -4.84~ o.oo Q.00 4.84 -o.oo ·o. oo VI 4.0 9-8 0.54 &.--o.oo 0.00 -0.54 o.oo 0.00 1._µ7 41 .io-8 4 .12 ·t;uet..O 0.00 o.oo -4.°12 -o.oo 0.00 W2, 42 10-11 ·-3 .15 ~i..o o.oo o.oo 3.15 -o.oo 0.00 Vf 43 12-11 0.55 ,_,,,,--. o.oo 0.00 -0.55 o.oo o.oo ~~----·~ ~--~--~ -·---·--~ RISA-2D ('R). Version 3.03 R2H Engineering, Inc. Job ____ _ 1154.5 w •. Bernardo ·court, #300 Page to 2.. San Diego, ~A 92127 Date ____ _ ODYSSEY GOLF TRtiss' J7. AT 2.1, C TOD . . --------~--------------------------~-~----~--------~------------------------Noqes ======I-End====== === J-End ===== No I J · Axial Shear Moment Axial Shear Moment ----~-~---~---~{K)---~----(K)--~--~(K-ft)-------1K)--------(K)-----~(K-ft)-- w::f 4 4 1.3-11 2 • 41 _.,,,, 0 • 0 0 0 • 00 -2 • 41 -o • 0 0 0 • 0 0 Wl<> 45 13-14 -1. 84..,, 0. 00 0. 00 _1. 84_ -0. 00 0. 00 4·5 15-14 0. 85 ,,,,,,.--0. 00 O. 00 . -o. 85 0. 00 0. 00 _w,1 47 J,.6'-,1..4 0.11/' o.oo o.oo -0.11 -o.oo o.oo w,1.. 48 16-11 -0.15..,..... o·.oo o.oo 0.15 -o.oo o.oo . 49 18-· ;1.1 o.55....,..... :o.oo o.oo -0.!?5 o.oo o·.oo w,2-50 19 ... 11 -o. 59 _......... -o. oo o. oo o. 59 o. oo . o. oo. WI I • 51 19-2 0 1 • 14 / -0·. 0 0 0 . 0 0 -1 . 14 0 . 0 0 0 . 0 0 52 21-20 0.55---.. o.oo 0.00 -0.55 0.00 o.oo t.Jlo 53 22-· 20 -1.88---a.do 0.00 1.88 o.oo o.oo we, . 5 4 2 2-2 3 2 • 4 5 ...,...... -o • o o o • o o -2 • 4 5 o . o o o • o o 55 24-23 0.86.......... 0.00 0.00 -0.86 o.oo o.oo \..,)~ 56 25-23 -3.61,....-------o.oo 0.00 3.61 0.00 .0.00 W7. 57 25-26 4.20 W~<-o -0.00 0.00 -4.20 0_.00 0.00 58 27-26 0.53 .....--0.00 o.oo -0.53 o.oo o.oo VI) lie> 5 9 2 8-2 6 -4 • 91 W (:LO -0 • 0 0 0 • 0 0 4 • 91 0 • 0 0 0 • 0 0 ws 60 28-29 cr::Fz)· :..o. o.o o. oo ·-5. 97 o. oo o. oo 61 30-.29 o.43 ,.__./" 0:00 ci.oo -0.43 o.oo o.oo w+ 52· 31-2·9 -6.53 w~W) -o·.oo o.oo . 6.53 o.oo o.oo W":> 63 31-32 ~ 0.00 0.00 -6.~45 -0.00 0.00 vi7 64 · 33-32 o. 72 v -o. oo. O,. 0-0 -o. 72 o. oo o. oo W"l... 60 34-32 .;..13.87 ·We\.D 0.00 0.00 13.87 0.00 0.00 R2H Engineering, Inc. RISA-20 (R) Version· 3.03 11545 w. Bernardo Court, #300 San Die90, CA 92127 ODYSSEY GOLF TRUSS J7 AT 2~1, C TOD Load Combination is 4: EXIST. DL + MECH Member End Forces· ' Job _______ _ Page ·IO~ Date ___ _ -------~-------~-------------------~---------------------------------------- Nodes =========== I-End ==== ==== -J-End No I J Axial Shear Moment Axial Shear Moment ----------------(K)-------,.-(K)---:---:---(K-ft);..------(K)---:-:-----(K)------(K-ft)-- 1 · 1-2 5.74 . 0.18 -o.oo -5.74 0.17 0.02 2 . 2-4 5.61 0.10 -0.02 -5.61 0.16 -0.06 3 4-·6 9.22 0.14 0.06 -9.22 0.07 o.oo 4 · 6-7 9.22 0.11 ~o.oo -9.22 0.10 0.01 5 7-9 12.8$ 0.10 -0.01 -12.85 0.11 -0.01 6 9-10 12 . 8 5 0 . ,12 . 0 . 01 -12 . 8 5 0 . 0 8 0.. 0·3 ,7 10-12 15.46 0.09 -0.03 -15.46 0.12 -o.oo 8 12-13 15.46 0.12 o.oo -15.46 0.09 0.03 9 13-1s 11.04 0.10 :~0.03 -11.04-0.11 0.01 10 15-16 17.04 0.11 -0.01 -17.04 0.10 0.03 11 16-18 17.36· 0.09 -a.bl -17.36 0.12 o.oo 12 18-19 17.36 0~12 -o.oo -17.36 0.09 0.04 13 19 -21 16 . 9 3 0 • 0 9 . -o . 0.4 -16 . 9 3 0 . 12 0 . 0 0 14 21~ 22 16.93 0.12 ~o.oo -16.93 .0.09 o.o3 15 22-24 15.75 0.10 -0.03 ~1?.75 0.11 0.01 16 24-25 15.75 0~11 -0.01 -15.75 0.10 0.02 17 25-27 13.24 0.09 -0.02 -13.24 0.12 -0.01 18 27~ 2~ 13i24 0.1~ 0.01 -13.24 0.09 . 0.02 19 28-30 9.69 0.10 -0;02 -9.69 0.11 -o.oo 2'0 30-31 9.6·9 0.07 o.oo -9.69 0.13· -0.06 21 31-3 3 5 . s 9 o . 1. 6 · o·. o 6 . -5 . s 9 o . 1 o o . o 2 22 33--34 6.03 0.17. -0.02 -6.03 0.18 o.oo 23 3-s -1.16 0.01 a.op 1.16 -0.01 0.02 24 5-8 -11.12 0.00 -0.02 11.12 -o.oo 0.03 25 8-11 -14.37 0.00 -0.03 14.37 -o.oo 0.03 26 11-14 -16~33 0.00 -0.03 16.33 -o.oo 0.04 27 ·14-17 -17.28 -o.oo -0.04 17.28 0.00 0.04 28 11-20 -11.22 ~o.oo -0.04 11.22 o.oo 0.04 29 20-23 -16.42 o.oo -0.04 15.42 -o.oo 0.04 30 23-26 -14.58 -o.oo -0.04 14.58 o.oo 0.03 ' 31 26-29 -11.10 -o·.oo -0.03 11.10 o.oo o.03 32 29-32 -7.51 -0.01 -0.03 7.51 0.01 o.oo 33 1-3 -6.43 -0.00 o.oo 6.43 o.oo o.oo 34 2-3 0.30 0.00 o.oo -0.30 -o.oo 0.00 35 4-3 3.04 -o .. oo o.o·o -3.04 o.oo o.oo 36 4-s -3.lO o~oo o.oo 3.10 -o.oo · .o.oo 37 6~ 5 0.18 o.oo o.oo -0.18 o.oo 0.00 38 7-·s. · 2.86 o_.oo. o.oo -2.86 -o.oo -o.oo 39 1-a -2.60 o.ao o.oo 2.60 -o.oo o.oo 40 9-8 0.24 o.oo o.oo -0.24 o.oo -0.00 41 10-8 2.28 0.60 o.oo -2.28 -o.oo o.oo 42 10-11 -1.64 o.oo o.oo 1.64 -o.oo o.oo 43 12-11 0.24 o.oo o.oo -0.24 o.oo o.oo --------··· ·------------ RISA.,..2D. (R) Version 3. 03 R2H Ertgineering,. Inc. 11545 w. Bernardo.Court, #300 Sgn Diego, CA 92127 ODYSSEY GOI,.F 'TRUSS J7 AT 2.1, C TOD Job. ____ _ Page . te4- Date._---'--- -------~--------~------------~--~-~-----------~-----------------------------Noqes ======= I-End·====== ===== J-End ===== No I ·J .. Axial Shear Moment Axial Shear Moment ------~-~~-----(K)--------(K)-~-~--(K-ft)----.,..--(K)~-------(Kl-~----(K-it)-- 44 13-11 1.a2 o.oo o.oo -1.32 -o~oo O.oo 45 13-14 -1.07 0.·00 o.oo 1.0-z -o.oo 0.00 '46 15-14 0.53· o.oo o.oo -0.53 o.oo 0.00 47 16-14 0.36 o.oo 0.00 --0 .. 36 -o.oo 0.00 · 4·8 -16-11 -0.11 o.oo o.oo 0.11 -o.oo o.oo· 49 18~ 17 0.24 o.oo 0.00 -0.24 o:oo 6.00 50 19-17 -0.21 -o.oo 0.00 0.21 o.oo 0.00 51 19-20 o.·44 ~o.oo o_.oo -0.44 o.oo o.oo· 52 21-20 -0.24 o.oo 0.00 -0.24 0.00 0.00 53 22-20 -0.76 · -o.oo 0.00 0.76 0.00 0.00 54 22-23 1.01 -0.00 o.oo -1.01 · 0~00 0.00 55 24-23 · o.s6 o.oo o.oo -0.56 o.oo o.oo 56 25-:23 -1.76 -o.oo 0.00 1.76 o.oo 0.00 57 25-26 2.01 -o.oo 0.00 -2.01 0.00 0.-00 58 27-26 0.23 o.oo o.Oo -0.23 o.oo o.oo 59 28-26 -:2.33 -o.oo 0.00 2.33 o.oo 0.00 60 28-29 3.03 -0.-00 o.oo -3.03 o.oo 0.00 61 -30--29 . 0.19 · o.oo o.oo -0.19 0.00 o.oo 62 ji-29 -J.27 -o.oo o.oo 3.27 o.oo· o.oo 63 31-32 3.19 o.oo o.oo -3.19 -o.oo o.oo 64 33-i2 o.Jo -o.oo o.oo -0.30 ·o.oo o.oo 65 j4-32 -6.74 o.oo 0.00 · 6.74 0.00 0.00 R2H Engineering, Inc. .JOB NO. 97t44- PROJECT OQY-S~~::( DATE __ 9_-_2._3_-_~ ____ 7_ BY _ __,. _______ SUBJECT--------------,---------SHEET / O 5 OF __ ---:-_--_-_..,._.·_-_-_· -_-_-···;:.:.._:J~-_1!..:·.:.:::·-e::, -==-·.:..:· .::::i'i;.:.. ((~~~-:..:· ~:...:'Z:::.:-··:.:~~-~. r:::c·-:::._v~::.:: ·=· .. :::!j:.:;~:.::-=!:C.=. .. .::_=_=_ =-=-=·-::---7·-_:~..i...J__,_. ----'---~.,--~-~·= •-'c....·-· --------1 P, = (t.,o )(. s )( ,.5'-s +-.ioo) ,:: f\ .. = w~ =- - 'be"..S-~()Ta", .. ?3 c.. (u,-n-r HP;) currur, -I ; o ? 4 · -C Du i.-ri; J" · · -·· ---·-·-· .0,10 'Yi. ( Puers.. ) -, J s;o · . .(.e~;P1v.f) -·--·------______ ..., _____ ---·-··-----------1-------- (<a ii.I~. ·70 /1 · CJ..t~----- ~r~J~,-~ • r • -· •--• -· 1-luees . {:, --2.:2... I i-. ----· -·----•--·1·· ' , i. ! ' -·-·----~----·---> -.· __ 0pOJ72.I.D ____ _ ~~----"· ........ _.~ - R2H Engineering, Inc. RISA-2D (R) yersion 3.03- 11545 w. Bernardo court, #300 San Diego, CA 92127 ODYSSEY GOLF TRUSS J7 AT 2.2, C TOD Load Combination is 3 : NEW LOADS W/ DUCT Member· End.Forces . --- Job ____ _ Page /o"-' Date ___ _ ----------------------------------------------------------------------------Nodes =====. I-End -==== ===== J-End No· I J Axial Shear Moment Axial Shear Moment ..---------------( K) --------( K) -------( K-·ft ).-------(.K) --""'.":-----( K) ------( K-ft.) -- l 2 3 4 5 6 :7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3·0 31 32 33 34 35 3o 37 38 39 40 41 42 43 1-· 2 2~ 4 -4-6 .6,.. 7 t-9 9.:.. 10 10-12 12-13 13-15 · 1.5-16 16-18 18-19 19--21 21-22 22-24 24-25 2'5-27 27-28 28-30 30-3.J,. 31-33 33--34 3-5 5-8 8-11 11-14 14-17 _17-20 20-23 23-26 26-29 29..-32 1-3 2-3 4-3 4-5 6-5 7-5- 7-8 9-8 10-8 10-11 12-11 11.85 0.40 11.52 0.25 18.78 · 0.31 18.78 0.24 25.85 0.24 25.85 0.25 30.52 0.23 30. 52 O. 2.6 3.2.80 0.22 32.80 >}uz.i. 0.28 33.36 :.P.ir1i1f' 0.21 3 3 • 3 6 R~.. O. 2 8 32.20 0.21 32.20 0.27 29·. 32 0. 22 29.32 b.26 24.46 0.22. 24.46 0.25 17.87 0.24 17.87 0.18 11.03 0.35 11.37 0.41 -14.67 0.01 -22.53 o.oo ~28.39 o.oo -31. 85 > ~1·,5t.-"' 0. 00 -33.27 . IJ 0.00 ~32. 97 · · "tr1~f-o. oo -30. 95 ~~ll.-6. 00 -z1.09 -b.oo ~21.37 -0.00 -13.99 -0.01 -13. 26 w~b -o. 00. 0. 73 L.,,,-" 0. 00 ~ o.oo -6 .19 lv'6L.D O. 00 0.42 i...--0.00 -($.64) 0.00 -4. 99 ·w~4'. o. oo O. 87 ~ 0. 00, 3.83 ~ 0.00 -3.20 ......-0.00 0.89 c.,'"" 0.00 -0.00 -0.01 0.14 0.00 O·. 00 0.00 -0.0'2 --0.00 -0.04 0.01 -0.06 0.01 -0.06 .0.01 -0.04 0.01 --O.Q3 0.02 0.00 0.01 Q.13 0.01 o.oo -0.05 -0.06 -0.07 · -o. 07 -0.07 -0.07 -0.07 -0.05 -0.05 o.oo 0 .• 00 0.00 0~00 0.00 0~00 0.00 0.00 0.00 0.00 .o.oo -11.85 -11.52 -18.78 -18.78 -25.85 -25-. 85 -30.52 -30.52 -32.80 .... 32. 80 -33.36 -33.36 -32.2Q -32.20 -29.3'2 -29.32 -24.46 -24.46 -17.87 -17.87 -l;J..03 -11.37 14.67 22.53 28.39 -31. 85 33.27 32.97 30.95 27.09 21.37 13.99 13.-26 ·-o. 73 -6 .16: 6.19 -0.42 -5.64 4.99 -0.87 -3.83 3.20 -0.89 0.40 0.36 0.18 0.24 0.24 0.23 0.25. 0 •. 22 0.27 0.21 0.28 0.21 0.28 0.21 0.27 0.22 0.27 0.23 0.25 0.30 0.25 0.40 -0. O;L -0.00 -o:oo -0.00 -0.00 O·. 00 0.00 o.oo o.oo 0.01 o.oo -o.oo -0.00 -o.oo o.oo -o.oo -o.oo 0.-00 -o.oo -o.oo 0.00 0.01 -0.14 -0.00 -o.oo -0.00 0.02 0.00 0.04 -0.01 0.06 -:-0. 01 0.06 -0.01 0.04 -0.01 0.03 -0.02 -o.oo -0.01 -0.13 ,-o. 01 0.00 0.05 0.06 0.07 0.07 0.07 0.07 0.07 0.05 0.05 o.oo 0.00 0.00 o.oo 0.00 0.00 o.oo 0.00 0.00 0.00 o.oo o.oo ~ Wl'O ·wq ~ l.J1Z:. WO Wlo wi:r L,vb I.A.Ji ~. : .. RISA-2D -(R) Version 3.03 R2H· Engineering, J;nc. 11545 W. Bernardo Court,. #300 San ~iegd, CA 92127 - ODYSSEY GOLF TRUSS J7 AT 2.2, C TO .D Job ______ _ Page tDJ Date ___ _ -------------------------------------------~--------------------------------. . . Nodes I-End. J-End No I J Axial Shear Moment Axial Shear Moment -~-------------(K)--------(K)---~~-(K-ft)-------(K)------:--(K)------(K-ft)-- 44 13-.... Ii 2.01----0.09 o.oo -2.01 -o.oo o.oo 45 1.3-14 -1.43 r--· o.oo 0.-00 1.43 -o.oo o.oo "46 15-14 ·0.54..,......... o.oo o.oo -0.54 o.oo o.oo 47 16-14 0. 70 _, o.oo o.oo -0.70 -o.oo 0.00 48 16-17 -o .14 _,,..., o.oo o.oo 0.14 -o.oo 0.00 49 18-17 0. 55 _, o.oo o.oo -0.55 -0.00 0.00 50 19-17 -o _59........----o.oo o.oo 0.59 o.oo 0.00 51 19-20 1.15 / -o.oo 0.00 -1 .1-5 o.oo o.oo 52 21-20 0.55 ./ o.oo 0 .OO·. -0.55 0.00 0.00 53 22-20 · -1.88 / -o ~ 00 o.oo 1.88 0.00 o.oo 54 22-23 1 2-46 ,._,,, -0.00. O.QO -2. 46-o.oo 0.00 55 24-2~ 0.68 ----o.oo o.oo -0.68 0.00 0.00 56 25-~3 -3.36 ~ -o.oo 0. 00. 3.36 0.00 0.00 57: 25-26 3.95 !.JE:W) -o.oo 0. 00. -3.95 0.00 o.oo 5'8 27-26 o.52 v· o.oo o.oo · -o. 52 0.00 0.00 w-t., · 59 28-26 · -4. 65 W€.l-D -:0.00 o.oo 4.65 o.oo o.oo w'1 60 28-29 5 ~ .2·8 '1.1 bl.D -o.oo o.oo -5.28 0.00 o.oo 61 30-29 0.43 ,_, o.oo 0.00 -0.43 0.00 0.00 4)4 62 31-29 -5. 83 we..o -o.oo o.oo 5.83 0.00 o.oo 0;> 63 :u-32 ~ 0.0.0 o.oo -5.82 -0.00 o.oo VI$ 64 33-3.2. o·. 74 ._...--o.oo o.oo -0.74 0.00 0.00 \..,.&)Z, 65 34-32 -12.71 w6r-D . 0 .oo 0. 00 · 12.71 o.oo 0.00 RISA-20 (R) Version 3~03 R2H-Engineering, Inc. Job 1154.5 w. Bernardo Court, #300 Page lO~ San Diego; CA 92121 Date ODY$'SEY GOLF TRUSS J7 AT 2.2, C TO D Load Combination is 4 . EXIST. DL + MECH . . ~ember End Forces . . ----------------------------------~-------------------------------~---------Nodes I-End J-End No I J Axial Shear Moment Axial Shear Moment ~--------------( K) --------(K) ------( K-f t) -----.---( K) --,------( K) ------( K-f t) -- 1 1-2 5.52 ·o.1s -o.oo -5.52-0.17 0.01 2 2-4' 5.38 0.10 -0.01 -5.38 0.16 -0.06 ,3 4~ 6 8.82 0 .• 14 0.06 -8.82 0.07 o.oo 4 6-7 8.82 0.10 -o.oo -8.82 0.11 -o.op 5 7-9 12.23 0.11 o.oo -12.23 0.10 0.01 6 9-10 12. 2:;3 0.10 -0.01 -12.23 0.11 0.01 7 10-12 . l-4.33 0.11 -0.01 -14.33 0.10 0.01 8 12-13. 14.33 ·O .11 -o·. 01 -14.33 · 0 .10 0.02 9 13-15 15.10 0.09 ..:,.0.02 -15.10 0~11 -o.oo 10 15-16 15.10 0. i2. 0.00 -15.10 0.09 0.03 11 16-18 15.13 0.09 -0.03 -,15 .13 .0.12 -o.oo 12 18-19 15.13 0.12 o.oo -15.13 0.09 0.03 13 19-· 21 14.42 0.09 -.0. 03 -14.42 0.12 -o.oo 14 21-22 14.42 .0.12 o.oo _ -14.42 ·0.09 0.02 15 22-_24, 12.98 0.09 -0.02 -12.98 0.12 -0.01 16 24.:.. 25 12.98 0.11 0.01 -12.98 0.09 0.01 17 25-, 27 10.79 0.09 -0.01 -10.79 0.12 -0.01 18 27-28 10.79 0.11 0.01 -10.79 0.10 0.00 19 28-30 7.86 0.10 ... o. oo -7.86 0.11 -o.oo 20 30-31 · 7.86 0.08 o.oo ·-7. 86 0.13 -0.06 21 31-33 4.85 0.15 0 •. 06 -4.85 0.11 -o.oo 22 3.:3.-34 4.99 0.17 o.oo -4.99 0.17 o.oo 23 3-5 -,6.86 0.'01 o.oo 6.86 -0.01 0.02 24 5-8 -10.62 o.oo -0.02 10.62 -o.oo 0.03 25 8-11 -13~37 ·O. 00 -0.03 13.37 -o.oo 0. 03, 26 11-14 -14.80 -0.00 -0.03 14.80 o.oo 0.03 27 ·14-17 -15.20 o.oo -o. 03. 15.20 -o.oo 0.03 28 17-20 -14.86 . -o .oo -0.03 14.86 o.oo 0.03 29 20-23 -·13. 78 -o.oo -0.03 13.78 o.oo 0.03 30 2~ ... 26 -11.97 ·-o.oo -0.03 11.97 o.oo 0.02 31 26--29 -.9 ~ 42 -o.oo -0.02 9.42 o.oo 0 .·02 32 29-32 -6.15 -o. 0·1 -0.02 6.15 0.01 0.00 33 1-3 ,-6.17 -o.oo a.do 6.17 o.oo o.oo 3.4 2-3· 0.30 o.oo o.oo -0.30 -o.oo 0.00 35· 4-3 2 .90' -o.oo 0.00 -2.90 o.oo o.oo 36 4-'5, -2.94 o.oo ·O. 00 2.94 -o.oo o.oo 37 6-5 0.18 o·.oo 0.00 -0.18 0.00 o.oo 38 7--5 2.71 o.oo o.oo -2.71 -o.oo 0.00 39 7-8 -2.43 o.oo o.oo 2.43 -o.oq o.oo 40 9-8 0.53 . 0. 00 o.oo -0.53 0.00 0.00 41' 10-8 1.72 o.oo o.oo -1.72 -o.oo o.oo 42 10--11 -1.43 o.oo o.oo 1.43 -o.oo o.oo 43 12·-11 0.54 ·. o.oo 0 .• 00 -0.54 o.oo o.oo ~-·--... -.· ~-,.; -. ,. RISA-2D CR-) Vi;?rsion 3. 03 R2H Epgineering, Inc. 11545 W. Bernardo Court, #300 San Diego, CA 92127 ODYSSEY GOLF TRUSS J7 AT ?-2-, C TO D .· . :. _. . ·. :· .. -----------~- Job ____ _ Page lo '1 Date ___ _ ------~---------------------------~-------------------------------------------- . Nodes ======= I-End==::;==== ======= J-End ===== No I J Axial Shear Moment Axial Shear Moment ~--------------fK)-------~(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 44 13-11 -0-.71 o.oo 0.00 -0.71 -o .• oo o.oo 45 l3-14 --0.46 o •. o·o o.oo o.4Q .;.o.oo o.oo 46 15-14 0.23 o.oo o~oo ~0.23 o.oo o.oo 41 16-14 ~-14 o.oo 0.-00 -0.14 -o.oo o.oo 48 16-17 o.io o.oo . 0.06 -0.10 -o.oo o.oo 49 18-17 0.24 o.oo 0.00 -0.24 o.oo 0.00. 50 19-17 -0.41 -o.oo 0.-00 0.41 o.oo o.oo 51 ~9-20 o.65 -o.oo 0.-00 -o.65 o.oo o.oo 52 21.;. 20 0.24 O.OO O.QO -0.24 0.00 0.00 53 22-2G -0.97 -0.00 0.00 0.97 0.00 0.00 54 22-23 ·1.21 -o.~o 0.00 -1.21-o.oo o.oo 55 24~ 23 0.23 o,oo o.oo -0.23 0.00 0.00 56 25-23 -1.52 -o.oo o.oo 1.52 0.00 0.00 57 25-26 1.77 -o.oo 0.00 -1.77 0.00 0.00 58 21-26 0.22 o.oo o.oo ~0.22 ·o.oo o.oo 59 28-26 -2. 07 -o. 00 0. 00 2. 07 . 0. 00 · 0. 00 60 28-29 2.34 -o.oo. o.oo -2.34 0.00 o.oo 61 30-29 0.18 0.00 o.oo -0.18 o.oo 0.00 62 31-29 •2.58 -o.oo -0.00 z.58 o.oo o.oo· 63 31-32 2.57 o.oo 0.00 -2.57 -o.oo 0.00 64 33-32 0.32 -0.QO 0.00 -0.32 0.00 0.00 &5 34-32 . -5.58 o.oo. o.oo 5.58 o.oo o.oo -----~:._ ___ : -~~.:.-... ·=-.~: .. .: BY · R2H Engineerin~ Inc. 'PROJECT OOY-s~~r: JOB NO. 97t44- DATE __ 9_-_2._3_-_~---'7_ SUBJECT_. ________ _,,_ ______ _ SHEET l(o QF __ _ ·,,,) " N~-c,;~;·...i~. ·(.~.oT~·+,··oic.:. )(8-,o) JJew -?ct.Ji t..~s ~ w = ' 't. .:: 't)e;-e: ~()t~ (utJ.tT 1-tP1) o..lT~T· _·. ( J?uc.:rs.) _ _ ____ ... .005 V, ( Pue.rs ) -,Jo (HPi(~)}. . -. ,.. ___ .,... __ -----------------·------------ --· ·--·t-·--·· _,... ... , ... --:-... --r-- J A . :r i.-z,.. . ~-oN) . p "{ . . ) . ' . k . . : .. . . , ct. -~-l,, 'l-$. J '2'4_._~,~ --=-.-~1.,.z.. -------. --------------------------------. ~r~J __ 1. ecr .. CHo'Ro . F::: . -. .. . . . --... -. i ·-·--j--·------·-·-.. . .o.. __ °?o,o .... -· ..... --· ·------.. _ .. . ~G,1.st:_a,l-r. --· · ·· ... ·. , .... "A"--·--· i I ~---------------------11 --,-I ' • --·; · . _ ____ _ . ~ /,o'jt., : _ . __ ·: .. _ -·-:· _ ,·: ·--~·;··· _ _ .. __________ ;_ _______ ~---------~-'-<HQ(a __ , L·_ ---~--:..---~--------· · ____ :re(....~(::;~_.oJ( ifot;~-Li:-___:i,,.~(pk --, -· --·---·-----------· -----------·-t ee~~rJ-f- ~-I >. ~ ;. , -----~: .. , , . : :. : ; 0 i ; ;-; ; j ; ,· ; _: L i ·1 _; ·; ; · • , , : ; , , ; 1 ; , i ; ~~~f¥~~ ; t f• ; I· l : . ' I ; . . . : • C : I :· ., . I r I I i · I I I I ,. i I ! I -I I I ' i . ' -r I I I I l I I I L . ·t .. t-· i· r. ' f· -I I . : r ·· : · _ = :-~c: -~-~~-~ • · -• -•· -. f:::~U:;~fr~~:~~=:-7~~~~L:1' ·• ; . ; i ; r-t __ _ _ ___ -~O.J72.ID .... .. ~--·---~~ R2H Engineering, Inc. RISA-2·D (R} Version 3. 03 11545 w •. Bernardo Court, #'300 San Diego, CA 921.27 ODYSSEY GOLF TRUSS J7 AT 2.5, C TOD Load Combination fs 3 : ~ember End Forces NEW LOADS W/ DUCT Job. ____ _ Page__.._, ..... ti __ _ Date __ ~-- ---------~------------~-------------~-~--------------------~----------------Nodes =====I-End===== ===== J-End No I J · Axial Shear ·Moment Axial Shear Moment -:-----:-----:------( K) --------( K) ------( K-ft )---:... ___ ( K) --.-:------( K) ------( K-ft) -- 1 2 3 4 5 6 7 8 9 10 1:1 12 13 14 15 16 17 18 19 20 21 22 23 ·24 25 26 27 28 29 30 31 32 iv -z... 3 3 v15 34 W) 3.5 _,v,14-36 v 37 w5 38 L-t-t? 39 V 40 tv'7 41 we, 42 V 43 1-2. 2-4 4-6 6-7 7-9 9-.io 10,,., 12 .12~ 13 13-15 15-16 16-18 18-19 .19-21 2.1-22 22-24 24""'. 25 25-27 27-28 28-30 30-31 31 .... 33 33-34 3.-· 5 5-8 8-11 1.1-14 1_4-17 17-20· 20-23 2.3-26 26-29 29-32 1 .... 3 2-3 4-3 4-.5 6-5 7-5 7-8 9-8 1·0-8 10-11 12-11 12.14 0.41 · il.81 0.24 '19.28 0.32 19.28 0.23 26. 0-3 0. 25 26.03 0.25 30.21 0.23 30.21 0.27 ~40 0.21 32.40 '3(.('2-0.28 3 2. 86 : , Re.1rJr. o. 21 . ' 3 2 • 0 6 ietiW. o . 21 31.61 0.21 31.61 0.27 28~64 0.21 28.64 G.26 23. 95 o·. 22 23.95 0.25 17.53 o_.24 17.53 0.18' 10.83 Q.35, 11.18 0.41 -15 • Q,5 0 • 0 2 -22.~8 -0.00 -28.32 0.00 -31.49 o.oo -32 ~ 81 }(.7<o O. 00 -32.4·2 .:,IZ'-11i==:-o.oo :.. .31. 'K'~.~o.oo -26.49 -a.do -20.95 -o.oo -13.74 -0.01 -:-13.59 ~L-0 -o.oo 0.72 c---0.00 C]f:)""D· -o . 0 0 -:-6. 37 ~~ 0~ 00 0.72 v--o.oo 5_-42wei.o-o.oo -4. 74 Wel.-0 0. 00 0. 97 Vl:.L-.P O. 00 3. 45 ,...,...-0. 00 -2.83 ,.....---o.oo 0.67 .,,,-o.oo -o.oo -0.02 0.15 -0.01 0.01 -o.oo -0.02 0.01 -0.05 0.01 ..:.o. 05 0.01 -0.05 0 .01· -0.04 .0.02. -0.03 .0.02 o.oo 0.01 ·O .13 0.01 o.oo -0.05 -0.06 -0.07 -0.07 -0.07 -0.07 -0.06 -0.05 -0.05 o.oo o.oo 0.00 0.00 o.oo o.oo 0.00 o.oo o.oo o.oo o.oo -12.14 -11.81 -19.28 -19.28 -26.03 -26.03 -30.21 -30.21 -32. 40 -32.40 -32.86 · -32.86 -31.61 -31.61 -28.64 -28.64 -23.95 -23.95 -17.53 -17.53 · -10.83 -11.18 15.05 22.88 28.32 31.49 32.81 32.42 30.31 26.49 20.95 13.74 ;I.3.59 -0.72 -6.34 6.37 -0.72 -5.42 4.74 -0.97 -3.45 .2.83 -0.67 0.40 0.37 0.16 0.25 0.23 0.23 0.26 0.22 0.27 0.21 0.28 0.21 0.28 0.21 0.27 0.22 0.27 0.23 0.25 0.30 0.25 0.40 -0.02 -o.oo -o.oo -o.oo -o.oo o.oo o.oo o.oo 0.00 0.01 0.00 -o.oo o.oo -o.oo 0.00 -o.oo -o.oo o.oo -o.oo -o.oo o.oo 0.02 -0.15 0.01 -0.01 o.oo 0.02 -0.01 0.05 -0.01 0.05 -0.01 0.05 -0.01 0.04 -0.02 0. 0.3 -0 .• 02 -o.oo -0.01 -0.13 -0.01 o.oo 0.05 0.06 0.07 0.07 0.07 0.07 ·o. 06 0.05 0.05 o.oo o.oo o.oo 0.00 o.oo o.oo o.oo 0.00 0.00 o.oo 0.00 o.oo w1 Wfo V Lv(l \..Jrz .. v w,"' WI/ \) Wfo v-l"r v t.,..;3 u..J) \) ~Ip wS' V w4- w~ \/t5 W2.. RISA-2D (.R) Version 3.03 R~H Engineering, Inc. 11545 w. Bernardo court, #300 San Diego, -CA 92i27 · ODYSSEY GOLF TRUSS J7 AT 2.5, C TOD Job ____ _ Page , 1"2.-Date ___ _ --------~-----~----~-------------------~----~~---------~--------------------Nodes ===== I-End ===== ===== J-End ====== Nb :;r J Axial -Spear . Moment Axial . S}:lear Moment -----~~--------(K)--------(K}------(K-ft)-------(K)--------(K)------(K-ft)-- 44 13-11 45 1~-14 46 l~-14 47 16-14 48 16-17- 49 18-17 50 1.9-17· 51 19-. 20 52 21-20 53 ·22-20 54 22-23 55' 24-23 56 25-23 57 25-26 58 27-26 59 . 28-26 60 28--29 61· .30:-29 62 31-29 63. 31-32 6.4 33-32 65 34-32 1.93 - -1.36.,,,,,... 0~55 .- 0. 63 _. -0.(:)7 - o •. 55 ·i.-----o .6.6 __,. i. 22...., 0 .55 v-- -1. 95 (....,-" 2.52 V 0 .54 L.,.,-- -3. 24 t..,.,-"' 3. 82 t.,veL-0 0.5.2 '-""" -4. 52 4)/@;o 5 .15 LJEw'.:l · 0.43 ~ -5.70 (,./~ C5.7D 0 ~ 74 .......- -12. 49 Wa.J) o.oo o.oo o.oo o.oo o.oo o.oo -o.oo -o.oo o.oo -b.00 -o.oo 0.00 -o.oo -o ._oo 0.-00 -o.oo -o.oo o.oo -o.oo 0. 00 - -o.oo o.oo o .o·o o.o.o ·0.00 o.oo 0.0Q o.oo 0.0Q o.oo 0.00 0.00 · 0 .Q0 o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo 0.00 0.00 -1.93 1.36- -0.55 -0.63 0.07 -0.55 0.66 -1.22 -0.55 1.95 -2.52· -0.54 3.24 -3.82 -0.52 4.52 -5.15 -0.43 .5.70 -5.71 -0.74 12.49 ,. ; --· ·---· ·----·-·-· - -o.oo -o.oo _o. oo -o.oo -o.oo o·. oo 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 -o.oo 0.00 0.00 o.oo o.oo 0.00 o.oo o.oo 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 0.00 0.00 RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 San Diego, c~ 92127 OPYSSEY GOLF TRUSS J7 AT 2.5, C TOD · Load Combination is 4: EXIST. DL + MECH Member End Forces job -----Page If~ Date ___ _ ---------------------~------~----~------------~-----------~~----------------Nodes ======= I-End ====== ====== J-End ===== No I j Axial shear Moment · -Axial Shear Moment ____ _;_ _________ ~ ( K) ------·--( K) -_ _____ ( K-f t) _;_ __ ,::_".""_ (K) --~------( K) -----~ ( K-f t) -- 1 · 1-2 4.59 0.11 -o.oo -4.59 0.11 -o.oi 2 · 2-4 4. 45. 0 .11 0. 01 -4. 45 0 .15 -o. 06 3 4-6 1 .. 19 o.13 ~.06 -1.19 0.08 -0.01 4 6-7 7.19 0.11 0.01 -7.19 0.10 -0.00 5 7-.9 9.78 0.10 o.oo -9.78 0.11 -0.01 6 9-10 9.78 0.11 0.01 -9.78 0.09 0.01 7 10-12 11.63 0.10 -0.01 -11.63 0.11 -0.01 8 12-·13 11.63 0.12 0.01 -11.63 0.09 0.02 9 13-15 12.74 ~.09 -0.02 -12.74 · 0.12 -0.01 10 15-16 12.74 0.12 b.01 ·-12.74 0.09 0.02 11 16-18 13.11 0.09 -0.02 -13.11 0.12 -0.01 12 . 18-,-19 13.11 0.12 0.01 -13.11 0.09 0.02 13 1~-21 12.74 0.09 -0.02 -12.74 0.12 -0.01 14 21-22 12.74 0.12 0.-01 -12.74 0.09 0.02 1, 22-24 11.63 0.09 -0.02 ~11.63 0.12 ~0.01 16 24-25 11.63 0.11 0.01 ~11.6~ 0.10 0.01 11 25-21 9.79 ·o.Q9 . -o.oi -9.79 0.11 -0.01 18' 27-2$ 9.79 0.11 0.01 -9.79 0.10 -o.oo 19 28-30 7.20 0.10 o.oo -7.20 0.11 -0.01 20 3o-31 1.20 0.00. · 0.01 -1.20 0.13 -0.06 21 31-33 4.47 0.15 Q.06 -4.47 0.11 -0.01 22 33-34 4.61 0.18 0.01 -4.61 0.11 o~oo 23 3-5 -5.65 0.01 -o.oo 5.65 -0.01 0.02 24 5-B -8.58 o.oo -0.02 · 8.58 -o.oo 0.02 25 8-11 -10.79 o.oo -0.02 10.79 -o.oo 0.03 26 11-14 -12.27 O.QO -0.03 12.27 -0.00 0.03 27 14-17 -13.00 0.00 -0.03 13.00 -o.oo 0.03 28 17-20 ~13.0L -0.0Q. -0.03 13.01 0.00 0.03 29 20~ 23 -12.27 -o.oo -0.03 12.27 o.oo 0.03 30 23-26 -10.80 -o.oo -0.03 10.80 o.oo 0.02 31 26-29 -8.58 -o.oo -0.02 8.58 o.oo 0.02 32 2·9-3'2 -5.66 -0 •. 01 -0.02 5.66 0.01 0.00 33 1-3 -5.14 -o.oo 0.00 5.14 o.oo o.oo 34 2-3 o.32 o.oo 0.0-0 -o.32 -o.oo o.oo 35 4-3 2.35 o.oo o.oo -2.35 -o.oo 0.00 36 4-5 -2.32 o.oo o.oo 2.~2 -o.oo ·o.oo 37 6-5 -0.18 0.00 O.QO -0.18 0.00 0.00 38 7-5 2.09 o.oo o.oo -2.09 -o.oo 0.00 39 7-8 -1.81 0.00 o.oo 1.81 -o.oo 0.00 40 9-8 0.22 o.oo o.oo -0.22 o.oo o.oo 41 10-8 1.52 0.-00 o.oo -1.52 -o.oo o.oo 42 10-11 -1.26 o.oo o.oo 1.26 -o.oo o.oo 43 12-11 0.23 o.oo .o.o.o -0.23 o.oo o.oo \ . -. ~-;' .. · ... ~ ..... -. . -. __ ,._ __ ;_ --.--·-- RISA-2D (R) Version 3.03 R2H Engineering, Inc. 1:1.545 w. Bernardo Court, #300 San.Diego, CA 92127 ODYSSEY GOLF TRUSS J7 AT 2.5, C TOD Job. ____ _ Page /t4-Date. ____ _ -------~-~----~--------------------------~----------------------------------Nodes ====== I-En~======= ===== J-End ===== NQ I J Axial Shear Moment Axial. Shear Moment ----~----------(K)~-------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 44 13-11 45 · 1.3-14 46 15-14 47. :I.6-14 48 16-17 49 18-17 50 19-1.7 51 19-20 52 21-2.0 53 22-20 54 22-23 55 24-.23 56 25-.2'3 57 2-5-46 58 27-26 59 28-26 60 28-29 61 30-29 62 31-29 63 31-32 64 33-32 65 34-32 0.96 -0.71 0.23 0.40 -0.16 0.23 -0.16 0.40 0 .23- -0. 71 0.96 0.23 -1.26 1.52 0.22 -1.81 2.08 0.18 -2.32 2.34 0.32 -5 .16. 0.00 o.oo ·0.·00 0.00 .o .oo o.oo -o.oo -o.oo O •. 00 -0.00 -0.00 0. 00 ,, --0.00 -o.oo 0.00 -o.oo -o. 00 . o.oo -o.oo 0.00 --0.00· o.oo o.oo o.oo o.oo 0.00 o.oo o.oo 0.00 0.00 o.oo 0 .00, o.oo 0.00 o.oo 0. 0,0 o.oo 0.00 o.oo o .• 00 0 ~-00 0.00 o.oo 0.00 -0.96 0. 71---o .-23 -0.40 0.16 -0.23 0.16 --0.40 -:-0.23 0.71 -0.96 -0.23 1.26 -1.52 -0.22 1.81 -2.08 -0.18 2.32 -2.34 -0.32 5 .·16 -o.oo -o.oo 0.00 -o.oo -_o. oo o.oo o.oo 0.00 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 o.oo o.oo 0.00 o.oo -0.00 0-. 00 0.00 o.oo o.oo o.oo 0.00 o.oo 0~00 o.oo o.oo o.oo o.oo o.oo o.oo o.oo o. o·o 0.00 0.00 o.oo o.oo o.oo o.oo o.oo o.oo R2H Engineering, Inc. JOB NO. '1714-f PROJECT OO'f<;..~fE.1 BY_. _______ · SUBJECT_~-------------..;._----- DATE __ C/_-_2......,;:;;~--~?~7 __ SHEET l l 'S" OF __ -· • t ...... ~ ·----• . . ~ . --··---·--------------. . . 1../ L;, ORICr,JA(.. 1.-oADZ..vc; .! 1,-Z..:,t. f ~ ,"2-""::: ca· ·A_,JT rAJTcJ.... Pi• -• •· ~ ,.1 .., · C.El t.. 1rJ<:; · · (., 01 !i ""r'• 0 l <o ;( 8. o ' J, -= (,.~ t .::5·:, X ~ ,-tc +, 1oe7.-) •. '\. . = .... p ~ ·;~--"'.It A ::=-t."Z.$ -t'ct. : 3:a.,:j-'~ = ·'2$.$fe k:.i ~ z..1-8'j p.S f?-.llo-..> .= .(z.4 I~ 11?}( l I -z.i.) , ~ , "3 ( I 12-'* -1../ ~ , ~2:-I .·_¢A-~ ... (ur-J1'"( ·_-Hf? lo: . ~ ) _¢.$'. . (PocT.s .. 3-Z... '(r1PC~) }.:, J -. -k" ----·-c -----·) --• ot6 _ 1 . __ Ou c T .s ____ . ___ ···--__ • ..... L, • . _--~ ,'. ~Euv~ ThP . c.~.:::i.A'.d r A!:,>- ---Io -·10-2 5 -· ·--- w~ _pi" f ~~~!. S,'"' Tc J7a.2./ ~ -r~s~ · -·t) To '-•. . ~-. ---~ -=-30. Q \.-·5 ;4.,,., -----'-------------------_-,1·-------1 _· -l-. __ , _~ . .=r ~llN ~=-.. (-jo_o )( l,~s~}'.~~~~~~:-~~--~-:--'/ .. _.:::, ·: ~ · -: _-:~ ~-->·~-~-~: ··::. :·;:~~~Ei.i-~f--r-L;- 1· .. :,--, ··--.• -------..-: --. --·--·---·-------·· .. J3o"T.-'-tf.o.e,o!_. ~t-"-----·-=-=-=------~-~-~~=~-~--.. ····· -~ ·:=_;··:~-~---:~~~ ----,:~, -·,-·· .·:_· ·-·· ··--·-··:-~~---···---~f-$~--=ia:.ro_~,:- :1-;-!7:1·-:-! 7;-=;-:-·~1 -;-·,-----'-~--,....,,,....._ -,-,.,-. -. -,-.,-,.-:--,-, -,-,-, ....,_.-,-:--.-:1'.""-. ----~ -~· ' . ~ . : I ! ! . I i j I I I i i I ; • · , • , : , , • . i , • • j · , , , . , : .. !. : • · • 1 • • ,;,/ t Ta J 7-r-2.-1 . . :_ '..' .. : . ~~ ___ -, ___ !_._!~. . i---' .----.--1----· ---·-·-··· ...;~,-----: ~'-.· •• • •• -h ---- L . L. , < ; : f .. -rl-t-. -.;·· .. _._ .... · __ -·_ ··-:: .H .. ~---'·-~ _:_ '._;_ f-~----·-· ______ :_ __ -J._~_; j_~_·(: -~ l--!--H--: l. l=i= --" -.:.------·~ RISA--2D (R) Version 3.03 R2H Engineering, Inc. 11545. w. Bernardo Court, #300 San Diego,. CA 92127 ODYSSEY GOLF TRUSS J7 AT ~.9, C TOD Load Combination is 3 : . NEW LOADS W/ DUCT Member End Forces Job ____ _ Page tlG,::, Date ___ _ ---t~---------------------------------------------------~------~-------------------- Nodes I-End J-End ===== No I J Axial Shear Moment Axial Shear Moment -'!""-----·---~---(K)--------(K)----~--(K-ft)-------(K)--------(K)------(K-ft)~- 1 2 j 4 5 6 7 8 9 10 11 12 · 13' 14 15 16 17 18 19 20 21 ·22 2'3 24 25 26 27 28 29 30 31 32 wz.. 33 \.n-s 34 w':i 35 Lt)+ 36 V 37 L,I5 38 l,u{p 39 40 W7 41 w8> 42 43 1-2 2-4 4..: 6 6-7 7-9 9-10 10-12 12-.13 13-15 15-16 16-18 18-19 l.9-21 21--22 22~ 24 24-25 · 25-27 27-28 28-30 3:0-31 31-33 33-34 3-5 5-8 8-11 11-14 i4-17 17..: 20 20-23 2.3-26 26-29 29-32 1-3 2-· 3 4-3 4-5 6-5 7--5. 7-8 9-·8 10-8 10-11 ·12-11 12.27 0.41 11.94 0.24 19. 5.1 0. 31 19.51 0.24 26.96 0.24 26. 6 0.26 32.02 0.23 ·32.02 :>)l.('2..~0.26 34. 71 , .n . o. 21 34. 71 '. '-""~'""f O. 28 3 5 • 6 8 lof' 0 • 21 35. 68 .Cko,M). 0 •. 27 34.93 0.22 34.93. 0 .• 2-6 31.78 0.21 31.78 0.27 26.55 0.21 '26.5.5 0.26 19. 25 0. 2:4 19. 25 ·o .18 11.82 0.36 12.16 0.40 -15.22 0.02 -23.45 0.00 -29.69 0.00 -33. 56 )'j).~~ It O. 00 -35.38 0.00 -35.49 :.~,~. 0.00 -33. 54 -t@b,...o. oo -29.52 -0.00 -23.11 -o.oo -15.03 -0.01 -13.73 LU_-l;l.,t) -0.00 0.72 '-""" 0.00 ~ -o .. oo -6. 4 7 ~1-P O. ·00- . 0.42 ~ o.oo ~· o.oo -5. 28 w.Gr&..0 o .. oo o.87 I.,.../ o .. oo 4 .• 12 wei.o o. oo ~3.50 ._... o.oo 0.89 i...-----_0.00 --o.oo -0.02 0.14 o.oo '!""o.oo -o.oo -0.03 -0 .• 01 -0.05 0.01 -0.07 Q.01 -0.06 --0. 01 -0.05 0.01 -0.05 0.02 -0.01 0.01 0.14 -0.01 0.00 -0.05 '!""o·.06 -0.07 -0.08 -0.08 -Q.08 -0 .• 07 -o.oo . -o. 05 o.oo o.oo 0.00 o.oo 0. 00· 0.00 o;oo o.oo 0.00 ·o.oo o.oo -12.27 -11.94 -19.51 -19.51 -26.96 -26.96 --32.02 -32.02 -34.71 -34.71- -35.68 :..35. 68 -34.93 -34.93 -31.78 -31.78 -26.55 -26.55 -19.25 -19.25 -11.82 -12.16 15.22 23.45 29.69 ·33. 56 35.38 35.49 33.54 29.52 23.11 15.03 13.73 -0.72 -6.41 6 _4·7 -0.42 -5.92 5.28 -0.87 -4 .12. 3.50 -0.89 ·o.4o 0.37 0.17 0.24 0.24 0.23 0.25 0.22 0.27 0.21 0.28 0.21 0.27 0.22 0.27 0 ·• 21 0.28 0.23 0.25 0.31 0.24 0.41 -0.02 -0.00 -0.00 -0.00 -o.oo -o.oo o.oo o.oo 0.00 0.01 o.oo -o.oo 0.00 -0.00 0.00 -o.oo -o.oo o.oo -o.oo ·-o.oo o.oo 0.02 -0.14 -o.oo o.oo 0-. 00 0.03 0.01 0.05 -0.01 0.07 -0.01 0.06 0.01 0.05 -0.01 0.05 -0.02 0.01 -o. 0-1 -0.14 0.01 0.00 O·. 05 0.06 0.07 0.08 0.08 0.08 0.07 0.06 0.05 0.00 o.oo 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 o.oo o.oo 0~00 .RI.SA-2D (R) Version 3. 03 R2H Engineering, Inc. Job. ____ _ 11545 w. Bernardo Court,. #300 Page 117 Sct.n. Oiego, CA 92127 Date. ____ _ ODYSSEY GOLF TRUSS j7 AT 2.9, C TOD ---------------------------------------~ --~---, ____________________________ _ Nodes ======= I-Enq. ===== J-End No I J · Axial Shear Moment Axial Shear Moment · ----~-..:.------:..-(K)--------CK)------CK-f.t')-.------(K)--------(K)------(K-ft)-- 44 13~ ll 2.32 0.60 0.00 -2.32 -o.oo o.oo 4.5 i3-r4 ·-1.74 o.oo o.oo 1.74. -o.o·o o.oo 46 · 15.-· 14. 0. 55 0. 00 O. 00 · -o. 55 0. 00 0. 00 47 16-14 J,..-00 0.00 0.00 -1.00 -o.oo o.oo 48 16-17 -0.45 0.00 O.OQ · 0.45 -0.00 0.00 4.9 18-1 7 o:. 5 s o • o o · o . o o -o • 5 5 o • o o o • o o 50 lg-17 -0.28 -0.-00 0.00 0.28 0.00 0.00 51 1.9-20 o. 86 -P. 00 o. 00 ·-0. 86 o. 00 o. 00 52 21-20 · 0.92 o.oo 0.00 -0.92 o.oo o.oo 53 22~ 20 -2.08 -0.-00 0.00 2.08 0.00 o.oo 54 22-23 · 2r66 -Q.QQ O.QQ -2.66· Q.Q0 0.Q0 55 24-23 0.55 o.oo o.oo -0.55 o.oo o.oo . WZJ 56 25-23 -3. 39 -0. 00 0. 00 3. 39. 0. 00 o. 00 CAJ7 57 25-26 ~ -o.oo o._oo -4.47 o.oo o.oo V 58 ·27-26 0.53 I,..,"""' o.oo o.oo -0.53 o.oo o.oo w1p 59 28-26 -5.19 w6.-? -o.oo o.oo s.19 o.oo o.oo w$ 60 .28-29 ~ ·-o.oo o.oo -5.81 o.oo o.oo v 61 30-29 o.43 i...--o.oo o.oo -o.43 o.oo o.o·o W'l-62 31-29 -6. 36 L-vEst..o -0·. 00 0. 00 6. 36 0. 00 0. 00 tvo 63 31-32 .(6.2[) · o.oo o.oo· -6.29 -o.oo o.oo V 64 33-32 0.72 V -0.00 0.00 -0.72 0.00 0.00 1.,vi, 65 34-32 -13. 59 Wec..i) o. oo o·. oo 13. 59 o. oo o. oo ~..,_,·,=··~·-------,....-----------·------------.. _____ ...:;.,._.-__ ,-, -+ R2H Engineering, Inc. PROJECT C>O't<G~e., JOB NO. Cf 7 ( 4-4 DATE 9 -2 '3 -97 BY _______ SUBJECT _ _,_-,-...,..... __________ ...,...... _______ -__ SHEET /IS OF __ ·-. r· ----· -------. ' ----~------: .. -. ... -- ',.J7 . .,.._ -, -.·· ···-· -· .. ------------·-- . . ·---------·--·--·· __ , __ _ ORICriJAt. ~/ t.. l-oADttJ<;_ ! • z. :-2.. . t -+-, VS · ·,.,·.-.· ·c.eit .. -•tJc; · --· (. ot; ·r-01<.. ·'f. s·:o'·Jt -:: (!.'!, l ,:;f,X ~ 74d +, )Or:, ) . \• - p ¢ ~?,t> ,,. /2. ·::> ,.~7 '· "' .z!. ..,_ fa.. :: _??rt>'.~ = ~z1,.o!f 1'": :s; :~ z.-'1,8j . ,. '2. '5 a . -c· 1< -z.'5 J· -. !, . . 1 ...... u-0...., -z.4 ,~Vie .1>. ____ 3.,, 12-.... 1,:os 2.. . • -~4-~ . ~ -~·.S': . ~~ . Ol:6 1</i • ':.",t.. (u"1rT HP !q) (1Jtic1.s ) '( MfC~ ). } .. ~," ' (o,.icy s ) ~ 5G& C01--{/Jt..J70.:, OU7f'UJ' ---·-------· ---- ' . ' --. ;' ... ~? <N~ .. Th,O -C#~-. ,,,.,f!.,....,' --I~ -Ta-22.-··- . . 5,~ -To .J7a.2./ I ~ISA-20 (R) Version 3.03 R2H Engineering, Inc. · .11545 w. aernardo Court, #300 ·san Diego, CA 92127 ODYSS·EY GOLF TRUSS J7 AT 3.1, C TOD Load Combination is 3 : NEW LOADS W/ DUCT Member End Forces Job ____ _ Page (f'j Date _______ _ ---~----------~--------~------------~---------------------------------------Nodes · === I-End . ===== J-Ertd . ===== No . I J Axial Shear Moment Axial . Shear Moment ---------------( K) --------.( K) ------( K-ft) ___ ::..~--( K) --:-:-----( K) ------( K-ft) -- 1 1-2 · 11 • 4 o · o • 4 o -o . o·o -11 • 4 o o . 4 o -o . o o 2 2-4 11.06 0.25 o.oo -11.06 0.36 -0.14 3 4-6 17.99 0.31 0.14 -17.99 0.18 -0.01 4 6-7 17.99 0.25 0.01 -17.99 0.24 -o.oo 5 7-9 24.65 0.23 d.00 -24.65 0.25 -0.02 6 9~ 10 24.65 0.27 0.02 -24.65 0.22 0.03 1 10-12 29.49 0.22 ~0.03 -29.49 0.26 -0.01 8 · 12~ 13 29.49 0.27 0.01 -29.49 0.21 0.05 1~ f~: f~ 3~::: )}1.r12 kg:~! -g:gi :;;::~· g:~i -g:g! 11 16-1~ 33.78:,a~ • ...ir 0.21 -0.06 -33.78 0.21 -0.01 12 18-19 33.78 /te;-Q,O, 0.27 0.0:1 -33.78 0.21 0.05 13 19-21 33.34 0.22 -0.-05 -33.34 0.26 .0.01 14 21-22 33.34 0.26 -0.01 -33.34 0.22 0.04 15 22-24 30.51 0.21 -0.04 -30.51 0.27 -0.02 16 24-25 30.51 0.27 0.02 -30.51 0.21 0.04 17 25--·11 25.61 0.21 -0.04 -'25.61 0.28 -0.02 1a 21-28 2s.61 0.26 0.02 -25.61 -0.23 o.oo 19 28-30 18.63 0.24 -o.oo -18.63 · 0.25 -0.01 20 30-31. 18.63 0.18 0.-01 -18.63 0.31 -0.13 21· 31-33 11.46 0.36 -0.13 -11.46 0.25 0.00 22 33-·34 11.80 0.40 -o.oo -11.80 0.41 0.00 23 3-5 -14.08 0.01 o.oo 14.08 -0.01 0.05 2 :4 5-8 --21 . 5 3 . ·o . o o -.o . o 5 21 . 5 3 -o . o o o . o 5 2~ a-11 -21.21 o.oo -0.05 21.21 -o.oo 0.01 26 11-14 -31.18 o.oo -0.07 31.18 -o.oo 0.07 21 14-11 ·-33.32 >~1,?,, o.o·o -0.01 33.32 -o.oo 0-.01 2a 11-20 ~33.75 o.oo .-0~01 33.75 -o.oo 0.08 29 20-23 -32.12 -o.oo · -0.08 32.12 0.00 0.07 30 23-26 -28.42 -o.oo -0.07 28.42 0.00 0.06 31 26-29 -22.12 -o~oo -0.06 22.32 o.oo o.os 32 29-32 -14.56 -0.01 -0.05 14.56 0.01 -o.oo I..J'?:.. 33 1-3 -12.76 WGL.P --0.00 0.00 12.76 0.00 0.00 \JIS 34 2-3 0.73i.../ o.oo 0.06 -0.73 -o.oo 0.00 w'3 35 4-, 3 · ~ ·-o.oo 0.00 -5.89 o._oo o.oo ~ 4 3 6 4-5 -5 . 8 8 we.o 0 • 0 0 o . O 0 5 . 8 8 -o . 0 0 0 •. 0 0 1./ 37 6-5 0. 42 ~ 0. 00 0. 00 -o. 42 0. 00 0. 00 wS 38 7-5 !5.33 WE1.-P o.oo o.oo -5.33 -o.oo o.oo 'Wo 39 7-_ 8 -4.70 WE:LD Q.00 0.00 4.70 -0.00 0.00 u 4 0 9·-8 0 • 5 8 ~ O • 00 O • 0 O -o . 58 O • 00 0 . 0 0 l.NJ 41 10-' 8 3.93 Wf:LO 0.00. 0.00 -3.93 -0.00 0.00 42 10-11 -3.~4 0.00 0.00 3.34 -o.oo o.oo 43 12-11 o. 60 o. oo o. o'o -o. 60 o. oo o. oo RISA-2D (R) Version ~-03 ::R2H Engineering, lnc. 11545 w. Bernardo Court, #300 San Diego, CA· · 92127. ODYSSEY GOLF TRUSS J7 AT 3.1, C TOD Job ____ _ Page !'Z.-0 Date'----- --~~------~-~---------------------~----------~------------------------------Nodes =====I-End:;:===== ===== J-End No I J Axial Shear Moment Axial Shear Moment ~------.:_ _______ { K) _. _____ .;._ ( K) ------{ K ~ft) --------{ K) --------{ K) ------{ K-ft) -- 44 i3-11 2.55 o.oo 0.00 -2.55 -o.oo o.oo 4s 13-14 ~1.98 o.oo o.oo 1.9a -o.oo. o.oo 46 15-14 0.55 o.oo 0.00 -0.55 0.00 o.oo 47 16-14 1.25 o.oo o.oo -1.25 -o.oo o.oo 48 16-17 -0.69 o.oo o.oo 0.6~ -o.oo o.oo 49 1s~ 11 o.55 o.oo o.oo -o.55 o.oo o·.oo · 50 19-17 -0.04 -6~00 0.00 · .0.04 o.oo o.oo 51 -19-20 0.62 -o.oo o.oo -0.62 o.oo o.oo 52 21-20 0.92 o.oo 0.00 -0.92 o.oo o.oo 53 22--20 -1.84 -o.oo o.oo i.84 o.oo o.oo 54 22-23 2.42 -o.oo O.oo -2.42 · o.oo o.oo 55 24~ 23 0.54 -0.00 0.00 -0.54 0.00 0.00 56, 25-23 -3.15 v -0.00 0.00 3.15 0.00 0.00 w7 57 25-26 . 4.23 w~t.-0 -o.Oo ·· o.oo -4.23 0.00 o.oo 58 27-26 0.53 ~ o.oo 0.00 -0.53 o.oo o.oo W~ 59 28-26 -4.94 W~t..D -0.00 0.00 4.94 0.00 0.00 w~ 60· 28-29 ~t -o. oo o .oo -5. 57 · o •. oo o.oo v 61 3 o-2 9 o . 4.3 ~ o • o o o . o o -o . 4 3 o . o o o . o o w4 62 ·31-29 ... 6.12 (...vei..o -o.oo ·o.oo 6.12 o.oo o.oo W7 63 31-32 ~ 0.00 0.00 -6.08 -0.00 0.00 VI;, 64 33-32 ,0~73 ~ -o.oo o.oo -0.73 o.oo o.oo lvJ.-. .,65 J,4'-~2 l...13 ~-19 W~'-0 0. 00 0. 00 13 .19 0. 00 0. 00 I ----------~ --------- R 2H Engineering, Inc. JOB NO._Cj_7 t_4-_f __ -PROJECT OOYSS~Y DATE _____ C/_-_/c_~_-...;.9....:.7 __ BY _ __,, ______ ...,..... __ SUBJECT_J ____ /c:::> __ <!t ____ ~ ......... ~ ____ . _-_c_-,,_o ___ o_· ------SHEET __ l~_I_OF __ -·~ ----------J . --A . .. .. - 1 . 19., __ _, __ ,J?,(., ·p I (. &,7 J( I C.,"f )( z, C) f... ) fi.:::: ~'=1-Z.l-t-,f.:>c_)(_b1_) ------~-------------·------------ . k ,o., ' -;;e~ .. G?:1~Te-~.--- ou-rPu1 · -,--~------c--·---p i-~ -c ~Sz( ~--.-i~ )(.-~1;1) · ·· ~-~,-~--··:-·-~= ----a~z:r_k -r--------· ---· ' ----------t""·-- -, ... -----:------·---•' --... ----:· -·-. .. -. --------------·----------------------------------·-··-------------. . ! ... -----·· ---·-· -------~-. ----------· ·----·-------. --·-------·--------·----'-·----· ------~----------1---- --------'--,-------------· ----· -·---· ---------·--------· ... -----------------·---·----------------· . ··----,_, ! -··--------·--·----. ·-·-·- -·--·------"----------------·-·--·---·-·-----.. -~--------------------------. ------------...... . -----· -.. ~--.. -----------··· --' ' --;--------~-~--------' ---------... -----· -:------..----------- ; •. --~-----=--· --· -.-, ' .• -----·-~-----------·-·· ·--' : ·---.. , ! ---' ~-----------··-..... ---· --_..__ -i. , ···· ·. ---. --~ .... ------·. -. ·--r ----, · -. -.· ·-·-1 : . ' .. . . . .... ---... -. --· ... - ! •• -• -------I-·•· • • '.,,. ,. ____ --t----•-•-• -· --'. ------' ·--·---. -------;-. _l___ . ~ --1,r----------,~----------·i------+'.,--__,.-,-,-,-----i',.,....._· ....----,--_-T· ;--.-·.-__ · _---. :-· ,: : I • : . ·----·--· --.. '.. r-'. . ·.... --. I ---·,-~i--------;;,---• ---,,----..... ~-----------; -------·.· --------·---------------+---:-----,...-· __ _,__! _____ _.__ ~-i,:---~--,...---~' -·~---------. I----··----------... ' __ ,.........,__...,...,..-'. ·--;-!---=-----;--,--,-' ·_·:_:_-.,..~--~,----:'...,Tf---:: ----,--...;....-ii--:.--: '' :-f- ' • 1 . : : : · : : . ' . · . ! · : : ; . f · : . ! f · ! • . 1 : : I 1 ; ~ : : · ~ : I I -------------.... _ ---, ----~--'r -· .... ~·.· ,:~. ·--- RISA~20 (R) Version 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300 San Diego, CA 92127 ODYSSEY GOLF TRUSS Jl0 Load Gombination is 1: Member End Forces ORIG. DES. LOADS. Job ____ _ Page J<'Z.'2- Date. ___ _ ---------------·--------.---.------· ---·--· ----------------------------------Nodes === I-End ==== ======== J-End ===== No I J Axial Shear Moment Axial Shear Moment ------------... --(K)--------(K)-----..-(K-ft)---;_---(K)---:-----(K)-----.:..(K..:.ft)-- 1 2 3 4 5' 6 7 8 .9 10 11 12 13 14 15 16 17 18 19 20 21 22 2'3 24 25 26 27 28 29 30 31 . 32 33 3'4 35 36 37 38 39 40 41 42 43 1-2 2-4 4-6 6-7, 7.... 9 9-10 1.0-12 12-13 13-15 · 15-16 16-18 · 18-19 19-21 21-22 22-24 24-25 25-27 27--28 28-30 30-31 31-33 33-34 3-5 5-.a · 8-:-11 11-14 14-17 17-20 20-23 23-~6 . 26..;. .29 29-32' 1-3 2-3 ·4-3 4..:. 5 6-5 7-5 7-8 9-8 10-8 10-11 12-11 10.54 0.38 10.21 0.24 16 •. 50 0.29 16.50 0.24 22.50 0.22 22.50 · 0.26 .26.85 0.21 26.85 0.2E;i 29.54 0.21 29.54 0.26 30.58 0 .• 21 30.58 Q.25 29.55 0.20 29. 5·5 0. 26 26.85 0.,20 26.85 0.25. 22. 52 O·. 21 22.·52 0.24 16.52. 0.23 16.52 0.17 10.21 0.33 10.54 0.39 -12.95 0.01 -19.70 o.oo ~24.86 0.00 -28.38 0.00 -3·0. 25 O. 00 -3.0.25 -o.oo -28.38 ~o.oo -24~87 ~o.oo -19.72 -o.oo -12.97 -.01 -11. 79.f-2,2:!i 1i . 0 o. 71 12.01 o·. oo 5.37 -o.oo ..,5_35 o.oo · 0. 41 0. 0.0 '4.82 0.00 -4. 22 . O. 00 . 0.50 o.oo 3.55 o.oo -2.99 o.oo 0.51 0.-00 o.oo 0. 0·1 0.13 0.01 o.oo 0.02 -0.02 ·b. 02 -0.04 0.01 -0.04 o.oo -0.04 0 .• 01 -0.04 .o. 02 -0.02 0.02 o.oo 0.01 0.13 0.01 -o.oo -o. 0·4 -0.05 -0.06 -0.06 -0.07 -0.06 -0.06 -0.05 -0.04 o.oo o.oo 0.00 0.00 o.oo o.oo o.oo o.oo 0.00 0.00 o.oo -10.54 -10.21 -16.50. -16.50 -22.50 -22.50 -26.85 -26.85 -29.54 -29.54 -30.58 -30.58 -29.55 -29.55 -26.85 -26.85 -22.52 -22.52 -16.52 -16.52 -10.21 -10.54 12.95 19. 70' 24.86 28.38 30.25 30.25 28.38 24.87 19.72 12.97 11.79 -0.71 -5.37 5.35 -0.41 -4.82 4.22 -o. 50 .. -3.55 2.99 -0.51 0.39 0.34 0.17 0.23 0.24 0.21 0.25 0.20 0.26 0.20 0.25 0.21 0.26 0.21 0.26 0.21 0.26 0.22 0.24 0.29 0.25 0.38 -0.01 -o.oo -0.00 -o.oo -0.00 0.00 o.oo 0.00 o.oo 0.01 0.00 -0.00 0.00 -o.oo 0.00 -0.00 -0.00 o.oo -0.00 -o·.oo o.oo -0.01 -0.13 -0.01 -o. 00 . -0.02 0.02 -0.02 0.04 -0.01 0.04 -0.00 0.04 -0.01 0.04 -0.02 0.02 -0.02 -0.00 -0.01 -0.13 -o .. 01 o.oo 0.04 0.05 0.06 0.06 0.07 0.06 0.06 0.05 0.04 o.oo o.oo 0.00 o.oo o.oo o.oo. o.oo 0.00 o.oo o.oo o;oo 0'.00 1------;-~--· --------------~ -R;ESA-2D (R) Version 3.03 R2H Engineering, Inc. Job-. 11545 w. Bernardo·court, #300 Page l'2-:!2 .San Diego,· CA 92i·27 Date ODYSSE'i GOLF TRUSS JlO -----~------~------------------------~--------------------------------------' Nodes I.-End · J-End No ·I J Axial. Shear Moment Axial Shear Moment ---------~-----(t)--~-----(K)------(K-ft)----~--(K)--------(K)------(K-ft)-- 44 13-11 2.30 o.oo o.oo -2.30 -Q.00 0.00 45 1~-14 -1.75 o.oo o.oo 1. 75. -o.oo 0.00 46 15-14 0.52 Q.00 o.oo -0.52 o.oo 0.00 47 16-14 1.06 o.oo o.oo -1.06 -o.oo o.oo 48 16-17 -0.51 0.00 o.oo 0.51 -o.oo 0.00 49 18-17 0.76 o.oo 0.00 -0.76 o.oo 0.00 50 19,-17 -a.so -0.00 o-.• bo 0 .S'O o.oo 0.00 51 19-20 1.06 -o •. 00 0.00 -1.06 o.oo 0.00 52 21-20 0.52 o.oo o.oo -0.52 o.oo 0.00 53 22-20 · -1.75 -o. o·o o.oo 1.75 0.00 0.00 54 22-23 2.30 -o.oo 0-.00 -·2. 30 · 0.00 0.00 55 24-23 0.51 0.00 o.oo -0.51 0.00 0 •. oo 56 25-~3 -2. 9-8 -o.oo o.oo 2.98 o.oo 0.00 . 57 25--26 3.55 -0. O·O o.oo -3.55 0.00 o.oo 58 27-26 0.50 o.oo o.oo -0.50 0.00 0.00 59 ,28-26 -4.21 -0·. 00 · o. 00 4.21 0.00 0.00 ,60 28-29 4.82 -o.oo Q.00 -4.82 o.oo 0.00 61 30-29 0~41 o.oo o.oo -0.41 o.oo o.oo 62 31-29 -5.35 -o.oo o.oo 5.35 0.00 0.00 63 31-32 5.38 -o.oo o.oo -5.38 0.00 0.00 64 33·-32 0.72 o.oo o.oo -0.72 -o.oo · 0. 00 65 34-3·2 -11.79 o.oo o.oo 11·.79 0.00 0.00 RISA-2D (R) Version 3. 03· R2H Engineering, Inc. 1154~ w. Bernardo Court, #300 San Diego, CA 92127 ODYSSEY.GOLF TRUSS JlO CJ :,,C;, c fo p Load Coml;>ination is 2 : . Member End Forces NEW LOADING Job ____ _ Page 12.A.. Date. ___ _ --------------~------------~--------~---------------------------------------Nodes . I-End---~----~-=== J-End No I J Axial · Shear Moment · Axial Shear Moment ---------:-----~-( K) --------( K) ------( K-ft) -·------( K) --------( K) ------( K-f t) -- 1 1-2 · 9.93 o.33 -o.oo ~9.9j-. o.33 0.01 2 2-4 9.65 0.20 -b.01 -9.65 0.30 -0.11 3 4-6 15.53 0.25 0.11 -15~53 0.15 -o.oo 4 6-, 7 15.53 0.20. o.oo -15.53 0.20 -0.09 5 7-9 21 .. 09 0.20 0·.00 -21.09 0.20 o.oo 6 9-10 21.09 0.21 -0.00 -21.09 0.19 0.02 7 10-12 24.52 0.18 -0,02 -24.52 0.21 -0.01 . 8 12-13 2 4 . 5 ~ 0 . 2 2 0 . 01 -24 . 5 2 0 . 1 7 0 . 0 4 9 ·13-15 26.~2 0~17 -0.04 -26.52. 0.22 -0.01 10 15-16 26.52 0.23 0.01 -26.52 0.17 0.05 11 16-18 2·1.12v'"' 0.17 --0.·05 -27.12 0.23 -0.01 12 18'-19 2 7 . 12 ...--,-O • 2 3 O • 01 ._ 2 7 . 12 0 . 1 7 O • O 4 13 19-21· 26".30, 0.17 -0.04 -26.30 0.23 -0.01 14 .21-·22 26.30 0.22 0.01 -26.30 0.17 0.04 15 22-~4 24.07 o.·17 -o.04 -24.07 0.23 -0.01 J.:6 24-25 24.07 0.22 0.01 -24.07 0.18 0.03 17 25-27 20.42 0.18 -0.03 -20.42 0.22 -0.02 l~ 27-28 20.42 0.21 ·0.02 -20.42 0.19 o.oo 19 28-30 15.35 0.20 -o.oo -15.35 ·o.~o -o.oo -20 30-31 15.35 0.14 0.00 -15.35 0.26 -0.12 21 ~1-33 10.00 0.32 0.12 -10.00 0.18 0.04 22 33-34 10.13 · o,~2 -0.04 -10.13 o.34 o.oo 23 3-5 -12.27 0.01 -0.00 12.27 -0.01 0.04 24 5-8 -18.49 0.00 -0.04 18.49 -o.oo 0.05 25 8-11 -22.97. 0.00. -0.05 22.97 -o.oo 0.05 26 .. 11-'14· -25.68 . 0.00 ,,-Q .• 05 25.68 -0.00 0.06 27 14-17 -26.97 <)!:~" 0.0.0 · -0.0p 26.97 -o.oo 0.06 28 17-20 ~26.8E -0.00 -0.06 26.86 0.00 0.06 29 2-0-23 ~25.34 -0.00 -0.06 25.34 0.00 0.05 30 2~-26· ~22.40 -o.oo -0.05 22.40 0.00 0.04 31 26-29 -18.06 -o.oo -0.04 18.06 0.00 0.04 32 29-32 -12.35 -0.01 -0.04 12.35 0.01 -o.oo 33 1-3 -11.10 ~ o.oo o.oo 11.io o.oo o.oo 34 2-3 0. 60 ~ 0. 00 0. 0.0 -o. 60 -o. 00 0. 00 35 4-3 5 .14 .......--o. 00 0. 00 -5 .14 0. 00 0. 00 3:6 4-5 -4.90 ...........-:-o.oo o.oo 4.90 -o.oo 0.()0 ~7 6-5 0.35 ......--o.oo 0.00 -0.35 o.oo o.oo 38 7,.. 5 4.46 ............-o.oo o.oo -4.46 -o.oo 0.00 39 7-8 -3.9~ ~ · o.oo o.oo _3.92 -o.oo o.oo 40 9-8 0.81 ,._.....-0.00 o.oo -0.81-o.oo 0.00 41 lb-8 2.83 .....-o.oo o.oo -2.83 -o.oo 0.00 4~ 10-11 -2.33 o.oo 0.00 2.33 -o.oo o.oo 43 12-11 0.44 0.00 o.oo -0.44 o.oo 0.00 RISA-2D (R) .Version· 3. 03 R4H·E:r:igineering, J:rtc. 11545.W. Bernardo Court, #300 · San Diego, CA. 92127 ODYSSEY GOLF TRUSS JlO Job. ____ _ Page 1'2 5 Date ___ _ --------------------~-~---... ---------------------------------------------------- NodE;!s ===== I-End _·· ====== J-End ===== No I J Axial Shear Moment Axial Shear Moment --------~------(K)--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 44 :L3-11 1.74 . o.oo . o.o.o -1.74 -o.oo o.oo 45 13-· 14 -1. 28 0. 00 . 0. 00 1. 28 -o. 00 0. 00 46 l-5-14 0.45 0.00 o.oo -0.45 o.oo o.oo 47 16-14 o.68 o~oo 0.0-0 ~0.68 -o.oo .o.oo 48 16-17 -0.22 o.oo 0.00 0.22 -o.oo 0.00 49 is-17 o.~5-o.oo o~oo -0.45 o.oo o.oo so 19-11 -0.39 -o.oo o.oo b.39 o.oo b.·oo 51 19-20 0.85 -o.oo 0.00 -0.85 o.oo o.oo ,2 21-20 0.45 o.oo 0.00 -0.45 o.oo. o:oo 53 22-20 -1.45 -o.oo 0.00 1.45 o.oo 0.00 .54 · 22-23 1.91 -o.oo o.oo -1.91 o.oo 0.00 55 24-23 0.44 . o.oo -0.00 -0.44 o.oo o.oo 56 25-23 -2.50 -o .• oo 0.00 2.50 .o.oo 0.00 t.J 7 s 7 2 s,-2 6 · 2 . 9 9· !.,,,--" -o ~ o o o .· o o -2 . 9 a o • o o o . o o 58 21-26 · 0. 43 0. 0:0 0. 00 -o. 43 . 0. 00 0. 00 Wtp 59 48-26 ·-3.56 ~ -0.00 0.00 _3.56 0.00 0.00 \JS 60 28-29 4.08 ._ --0.00 · 0.00 -4.08 0.00 0.00 6-1 30-29 0.34 ._-o.o.o 0.00 -0.34 0.00 o.oo w4 62 31-29 -4.51 .__...,, -o.oo o.oo 4.51 o.oo o.od W3 63 31-3-2 · 4.60 L../ . -0.-00 0 •. 00. -4.60 0.00 0.00 v.,,s· 64 33-32 1.ss ~w o.oo o.oo -1.5a -o.oo o.oo W"2.. 6 5 3 4 .,.._ 3 2 -11 ·. 9 9 ~ 0 . 0 0 0 • 0 0 11 . 9 9 0 . 0 0 0 . O O ~ ........ . .. ::.-: . " -~ -: . -:;.·.-:-: . ~ R2H Engineering, Inc. JOB NO. '771"1-I- PROJECT OOYCSSe.'( C.01.-F DATE CJ-lfs?-=91 BY Sl;JBJECT J 11, (!? ~.6 C -ro t:, SHEET Ii& OF -c: Ti:i 0 ... -· -... -. ___ _ ----! --.. . . .-. __ J_'_: . . __ : .. ---·-----L---. ---------~-;_: -' ----~ ... :.:?f>A,j-~--4~~e,~-"-~icr,.Jq--~ffi· .. ···-~-----: ____ l -------1~-----~-~;;--·: --. . . . :, .. . . '' . . Pi . . '. . -;··-· ----------fP--_ ----,~------------j -.. ----·-_ .. · ------·---_-,-----··--------.-1···--... -------... ---'t~---.... ..,t. ---. --,------------·-------· --··!--------·-------··---·· ---~---' . ·:. --·--\ ~-·-~---+ .... ,. 1 · -'1. 1",.-;_ /'2.. I~ -;-···I~--.-----__ :·, tt -z4-"%.S Z.1 -:a.i---~ "3t_· :?> ·--. -:!14 . -: -.. =~·~ ---'-·- . ·•·-····--·-----· -· ~ -----5--·-8 ··--It ·•· --t4 ._:.:::. '7 --~""--:ac» _.:_ -2?.-··---:2G,---~z~ ----~~ ----------• .-;~~:-.-.:...-____ -_ ~-~---~,::, (1.q. ._1-oA;i,;;i;··=·: ·=·;_-1~i:.~~ :"!.~JJF&~_::+~~'?:'? ~~--~--M'f;_pj': ~-=~. ~=~-=:.. .:... ~~--~-~-~~~~~~-i--~ · ,t='tJo ~u~, · · ~~~J L.o,Ao~ t (,on~.oic.)( .S,o I -) ,: .2.J(p kl, -N~w . Pc.NT _ 1..-oA,.O.r : Pi. :: ( .s~ 1 -1-,,= )(. ,· I ) ~t.··e .(1$z.i +-,/Co x;.J:.). o. 0'1, t-c :: 00 ~ ,· -. ----(b -----·------ ( NO C~t 1.-tt-l<:;. ) -Se~ ·CcHft> ·;i~ ·· · --·-----------.. T, -. - . . ----~- --~~-~-----------------------.·------·------. ------------------------------------- -----·---------~------·---·-------------------+-----·-. -----·----. --------- ---------------------· -----·-------------.... ------------ --------. -· ------... -------·--·t----- --· -----_j _ --------.. •• I ' f • ------· -·--·----·-----... ! . • I ··-----·-·------~ ... - . ----·-·----. ; ! ·: ·--·---·---"-·· .. -----·· ------L-------L------~--------l---··· .... _ ---· .... ~--" ·----------, 0. , . -.--,----· ; · L ·_ ------r--· ·;_ -___ . 1·· ·.--·,-i·-.·--··------i·-: ,--.-·--;·,--i-, ' 1 .j · · · •: i ~ · : ; : : : , __ r ______ ;-, 1 ,· 1-: , •• :·---_ ----r---. --: . . . -i-j ; : ! , ,, r , i i • ---··--------···-·----·-------'-+....;.._ I . : ' ' ' I . . i . : I .• :_~ -~, · 1_-_1 i _: _, _I·• -'-~~~----'-! _,. ~-~~--~-~}_-· ___ -_, _,, __ : __ ,_: __ ~_: ... :_~~--' -~, i_U ~--~~! ! f ·i H· i--t-- -.:,_, -· . 1 l ! · . · j . · =r:::=: . · : ' : f : .. • .. ; ' , l . . : ' I : I I i ! . : ! I ! i ! : ~ I --1 i _i __ _:___LLLLL:... •. _t_:__:,_i_ ______ ·c.J_LLi.;_; __ J_j __ :: · l i l i _L.LLL i ! 1 1.1...LLL..LJ_.LJ Ii 1-1·1·!·1·'1• I • _ i I ·_ : • _ • _ • : , I ~ .. ,. • I ' I J .. f 1 , I I f RISA-2D (R) Version 3.03 R2H Engineering, I~c. ·11545 w. Bernardo court, #300 Sari Diego, CA 92127 ODYSSEY GOLF TRUSS Jll 2 : NEW LOADING ""·."· .: .. ·.,. .. · .. Job ____ _ Page 12.J Date ___ _ Load Combipation is ~ember End Forces. . -. ~":'-. , . ~~ ~ -------------------------.--... ------------.-------------------------------~-------- Nodes ===== I-End =====::;===== ===== J-:-End ==== No· I J ,AXial Shear Moment · Axial . Shear .. ·Moment ---------------(K}-~---~--(K)------(K-ft)-------(K)---~----(K)------(K-ft)-- 1 .. 1-2 · 9.91 . 0.36 -o.oo . -9.91 0.36 -0.01 2 ·2-· 4 9. 60 0. 2:3 0. 01·· ·-9. 60. 0. 31· -o .12 3 4-6 15.~7 d.27 0.12 -15.47 0.16 -0.01 4 6-7 15.47 0.2'2 0.·01 -15.47 0.21 -o.oo 5 . 7-9 21.·03 0.21 .0.00 -2;1..03 0.22 -o:.o.z . 6 9-10. · 21.03 0.24 0.02 -21.03 0.20 . 0.0·2 7 io-12 24.94 0.20 -0.02 -24.94 0.23 -0.02 8 lt-13 24.94 0.24 0.02 -24.94 0.19 0.04 : 9 13-15 ·27 .. 32 0.19 .... 0.04 -27.32 0.24 -0.01 10 · 15-16 27.32 ..,.,---0 .• 24 0.01 -27.32-0.19 0.04 11 16-1s 2s.16~ 0.19 -cr.04 -2e.16 0.24 -0.01 12 is~ 19 28.16 0.24 0.01 -28.16 0.19 o .• 04 13 19-21 27.47 0.19· -0.04 -27.47 0.24 -0.01 14 21-22 ·27.47 0.24 0.01 -27.47 0.19 0.04 15 · 2 2-2 4 2 5 . 25 0 . 19 -o • 0 4 -2 5 . 2 5 0 . 2 4 -o . 0 2 l6 24-2s· 25.2s 0.24 0.02 -~s.2s 0.20 0.02 ., .°":._}:... .• .·:-;J ........ . ,.: ~--~ ... .;__. ·-: ._ -. ·-~ : : .. . •. ;: ~-.. • ·-,·.:~ r" ,: •.: ••. ~--- RISA.:.2D (R) Version 3.03 R2H Engineering, Inc. Job .i1545 w . Bernardo Court, #300 Page 12,~ San Diego, CA -92127 Date ODYSSEY GOLF TRUSS J11 _, ________ . _________________________ ---------------------------------------- Nodes I-End J-End No I J . Axial Shear Moment Axial Shear Moment ------~--------(K)--:~-----1K)-~----(K-ft)~------(K)--------(K)-----~(K-ft)-- 1.7 25-27 21.49 0.19 -0 .• 02 -21.49 0 .• 24 -0.02 1~ 27-28 21.49 0.23 0.02 -21.49--o. 21 -o.oo i9 28._ 30 .16.19 0.21 0.00 -16.19 0.22 -o.oo 20 · 30"."' 31 16.19 0.15' o.oo -1.6.19 0.28 -0.13 21 3;1.-33 10.55 o.~4 0.13 -10.55 0.20 0.04 22 33..,. 34 11.30 0. 3-5 -0.04 -11.30 0.37 -o.oo 23 3-5 -i2.17 0.01 -o·. oo 12.17 -0.01 0.04 24 5-8 -18.44 o.oo -o .• 04 18.44 -o.oo 0.05 25 8-11 ~23.16 o.oo -0.05 23.16 -o.oo 0.06 26 1.1-14 -26.30 o.oo -0.06 26.30 -o.oo 9.06 27 14-17 --27.91· (LOO -0.06 27.91--o.oo 0.06 28 17--20 -?,7.99 ./' -o.oo -0.06 2'7. 99 0.00 0.06 ., 29 .· 20-23 -26.53 -o.oo -0.06 26. 5,3 o.oo 0.06 30 23-26 -:23.54 -o.oo -0.06 23.54 0.00 0.05 31. 26-29 -19.03 -o.oo -o.o.s 19.03 0.00 0.04 32 29-32 -13.03 ~ -0.01 -0.04 13.03 0.01 -o.oo W'2-33 1-3 -11.08 ~ o.oo 0.00 11.08 o.oo o.oo V /~ 34 2.-J 0.66 -0. 00 o.oo -0.66 -o.oo 0.00 W':? 35 4-3 5.06 :_;;.---o.oo o.oo -5.06 o.oo o.oo W4-36 4-· 5 -4.96 o •. oo. 0.00 4.96 -o.oo o.oo V 37 6-!5 0.38 i,....----o.oo o.oo -0.38 a.ob o.oo w5 38 7-5 4.47~ b.00 .o .oo -4.47 -o.oo o.oo t,p{p 39 7-8 -3.90 i.---o.oo. o.oo 3.90 -0.00 0.00 40 9-8 Q.52 o.oo o.oo -0.52 o.oo o.oo 41 1.0-.-8 3.21 0.00 o-. 00 -3.21 -o.oo· o.oo 42 10-11 -2.68 o.oo 0.00 2.68 -o.oo o.oo 43 12..: l;L ·0.48 o.oo o·.oo -0.48 o.oo o.oo 44 13-11 2.04 0.00 o.oo , -2. 04 -0.00 o.oo 45 13-:-14 -1.53 o.oo o.oo 1.53 -o.oo 0.00 46 15-.i4 0.49 . 0-.00 0.00 -0.49 o.oo o.oo 47 . 16-i4 0.89 o.oo o.oo -0.89 -o.oo O.dO 48 16-17 -0.38 0.00 o.oo 0.38 -o.oo 0.00 49 18-17 0.49 o.oo o.oo -0.49 ·o. oo o.oo 50 19-: 17 -0.27 -o.oo o.oo 0.27 o.oo o.oo Si i9-20 0.77 -o. o·o o.oo -0.77 0.00 o.oo 52 21-20 0.49 o.oo o.oo -0.49 o. o·o o.oo 53 22-20 -1.42 -o.oo o-.oo 1.42 O.·OO o.oo 54 22-23 1.93 -o.oo o.oo -1.93 o.oo o.oo 5'5 24--23 0.48 o.oo 0 • .,00 -0.48 0.00 o.oo 56 25-23 -2.57 -o.oo o.oo 2.57 0.00 o.oo 57 25-26 3.09 -0.00 o.oo -3.09 0.00 o.oo 58 2.7-26 0.46 0.00 0.-00 --0.46 o.oo o·. oo 59 28.,.. 26 -3.71 -o.oo o.oo 3. 71 · o.oo o.oo 6"0 2·8-29 4.27 -o.oo 0.00 -4.27 o.oo o.oo 61 ~'0-29 0.37 0.Ob 0.90 -0.37 o.oo o.oo w2 V i.G, {fi'7 w4.- VI WS' W{o \/-( Lu7 1,,.18 .......... -------· ~-~--~----J • -,--··· RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545· w. Bernardo court, #300 San Diego, CA 92127 ODYSSEY GOLF TRUSS Jl3,@ GRIDS 4.3 & 4.4, C TO b toad Combination i-s 3 : NEW LOAD W/ DUCTS Member End Forces Job __ ~-- Page l'.2! Date ___ _ , ------------------------.--------. -----.-----------------------------· -----Node$ =-----= I-End==;::=:::=== ====== J-End ===== No I J Axial Shear · Moment Axial Shear Moment ______ .,.. ____ .:_ __ ~(K)--------(K)------(K-ft)---:--::.,--(K)---~----(K):..-----(K-ft}-- 1 2 3 4 5 6 7 8 9 10 11 . 12 13 14 .15 16 17 18 19 20 21 22 23 24 25 26 27 2.8 2.9 30 · 31 32 33 34- 35 3'6 37 38 39 40 41 ·42 43 1-2 2-4 4-6 6-7 7-9 9-10 10-12 12-13 13-15 15-16 16-18 18-19 19-21 21-22 22-24 24-25 25-27 27-28 28-30 30--31 31-33 33-34 3-5 5-8 8-11· 11-J.4 14-17 17-20 20-23 23-26 26-29 29-32 1-3 2-3 4-3 4-5 . 6-. 5 7-5 7-8 9-8 10-8 10-11 12-11 lQ.83 0.37 10.55 0.19 16.86 0.28 16.86 0.21 23.06 0.21 23.06 0' •. 25 27.34 0.19 ·27.34 0.24 2·9.60 0.19 29.60 0.25 30.32c')I<' 0.18 30.34 0.25 29.51 o .. 1s 29.51 .0.24 27.17 0.19 27.17 0-24 23.16 0.19· 23.16 · 0.23 11.52 0.21 17.52 0.17 11.40 0.31 11.68 0.35 -13.07 0.01. -20.15 0.00 -25.55 o.oo -28.63 0.00 -30.~2 Qt'. o.oo -30.08 -o.oo -28.51 -o.oo -25.34 -o.oo -20.57 o.oo -14.14 ~0.02 t"::!?. IDwaootJ1..t0. 00 0.61 ~ . o.oo ? . _4_7 i.Jet0~ro. oo , -5 !_7_0:WEti/enlL "f O • 0 0 0.58 o.oo 4.95 ...--o.oo -4.38 c.,..,"""' -o.oo 0.47 .--o.oo 3.75 i-.--· 0.00 -2.70 ......--0.00 0.56 ,__ o.oo -o.oo -0.02 0.12 -o.oo --0. 00 0.02 -0.04 0.01 ..-(). 05 0.01 -0.05 0.01 -0.05 0.01 .,...0. 04 0.01 -0.03 0.02 -0.01 0.01 0.10 -0.04 o.oo -0.05 -0.05 -0.06 -0.06 -o. 07 · -0.06 -0.06 -0.05 -0.05 o.oo 0.00 o.oo 0.00 o.oo 0.00 0.00 o.oo o.oo o.oo 0.00 -10.83 -10.55 -16.86 -16.86 -23.06 -,23. 06 -27.34 -27.34 -29.-60 -29.60 -30.32 -30.32 -29.51 -29.51 -27.17 -27.17 -23.16 -23.16 -17.52 -17.52 -11.40 -11-.68 13.07 20.15 25.55 28.63 30.12 30.08 28.51 25.34 2·0. 57 14.14 12.11 -0.61 -5.47 5.70 -0.58 -4.95 4.38 -0.47 -3.75 2.70 -0.56 0.35 0.31 0 ._15 0.22 0.23 0.19 0.24 0.19 0.24 0.18 0.25 0.19 0.25 0 .1-9 0.24 0.20 0.24 0.20 0.22 0.26 0.19 0.37 -0.01 -0.00 -o.oo -o.oo -o.oo 0.00 o.oo 0.00 -o.oo 0.02 o.oo -0.00 -o.oo -o.oo o.oo -0.00 0.00 o.oo -o.oo -o.oo 0.00 0.02 -0.12 0.00 0."00 -0.02 0.04 -0.01 0.05 -0.01 0.05 -0.01 0.05 -0.01 0.04 -0.01 0.03 -0.02 0.01 · -o. 01 -0.10 0.04 -o .-00 0.05 0.05 0.06 0.06 0.07 0.06 0~06 0.05 0.05 -o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo RISA-2D (R) Version 3.03 1rt, #300 r ,3 & 4.4, C TOD -- .3 : NEW LOAD W/ DUCTS Job ____ _ Page l";r Date_,--__ _ ·----~--------------------------~--~-----------~------------I-End J-End Shear Moment Axial Shear Moment ;-----(K)----..;-(K-ft)-------(K)---,----,-(K)-----,-(K-ft)-- ·0.37 -0.00 -10.83 0.35. 0.02 o •. 19 -0.02 -10.55 0.31 -0.12 0.2~ 0.12 -1.6. 86 Q.15 o.oo O_. 21 -o.oo -16.86 0.22 0.00 Q.21 -0.00 -23.06 0 •. 23 -0.02 0.25 0.02 -23.06 0.19 0.04 0.19 -0.04 -27.34 0. 2·4 -0.01 0.24 0.01 -27.34 0.19 0.05 0 .1.9 -0.05 -29.60 0. 2'4 -0.01 0.25 0.01 -29.60 0.18 ·o. o5 c)~ 0.18 -0.05 -30.32 0.25 --0.01 0.25 0.01 -30.32 0.19 0.05 0 .. 18 -0.05 -29.51 Q.25 -0.01 .0. 24 0.01 -29 .-51 0.19 0.04 0.19 -0.04 -27.17 0.24 -0.01 0. 24. 0.01 -27.17 0. 2·0 0. 0·3 0 .19--0.03 -23.16 0,24 -0.02 0.23 · 0. 02 -23.16 0.20 0. 0-1 0. 2·1 -0.01 -17.52 0.22 -0.01 0.17 0.01 -17.52 0~26 -0.10 0.31 0.10 -il.40 0.19 0.04 0.35 -0.04 -11.68 ·o. 37 -0.00 0.01 o.oo 13.07 -0.01 0.05 o.oo -0·. 05 20.15 -o.oo 0 •. 05 ·O. 00 -o .'05 25.55 -o.oo 0.06 o.oo -0.06 ~8.63 -o.oo 0.06 bi" 0.00 -0.06 30.12 -o.oo .. 0.07 -o.oo -0.07 30.08 o.oo 0.06 -o.oo -0.06 28.51 o.qo .o. 06 -o •. 00 -0.06 25. 34 0.00 0.05 0.00 ..:o. 05 20.57 -o.oo 0.05 -0.02 -0.05 14.14 0.02 -:-0.00 :::)wew otJ\. 10 • 0 0 o.oo 12.11 o.oo o.oo ~ o.oo 0.00 -0.61 -o·. o.o 0.00 vlei.oOtA.10. oo Q.00 -5.47 -o.oo 0.00 ·w«LO o,11 .. "f O. 00 o.oo 5.70 -o •. oo. 0.00 0.00 0.00 -0.58 .. 0. 00 o.oo ,...-·o.oo 0.00 -4.95 -o.oo 0.00 i.------0.00 0.00 4.38 o.oo 0.00 .....--a.co o.oo -0.47 0.00 o.oo t----o.oo 0.00 -3.75 -o~oo o.oo ~ 0.00 0 .oo. 2.7·0 -o.oo 0.00 ,__.... o.oo o.oo -0.56 o.oo o.oo Job ____ _ Page I )'2- Date ___ _ ------------------------== J-End ===== Shear Moment -------(K)------(K-ft)-- :)5 45,_ 49 79 30 49 36 86 49 51 02 55 75 27 47 90 59 39 09 95 61 06 -o.oo -o.oo o.oo -o.oo -o.oo o.oo o.oo 0.00 o.oo o.oo 0.00 0.00 o.oo o.oo o.oo o.oo o.oo o.oo o.oo -o.oo -0.00 0.00 o.oo o.oo 0.00 0.00 0.00 o.oo o.oo o.oo 0.00 o.oo o.oo 0.00 0.00 o.oo o.oo o.oo o.oo 0.00 0."00 0.00 o.oo o.oo R2H Engineering, Inc. JOB NO. ___ ·o/ ___ 7_/_4-___ 4-__ PROJECT O{)Y_.<z>7'G + c;oc-F BY. ____________ SUBJECT -Cf-3 . ($ 1-, ,J~ C DATE_C/_-_/_(.,_~_9 ..... 7 __ SHEET I?;,) OF __ .• -t ·-~-- ' --.... ---. -. -· -- . ·------, :~.i< .... _. ··-·-· . -p '. . .... I' -· /A.Ai) .• /o,s 1-( . ··.,,- -....... -. .. .. :.Pi'!'<ScP./ f',7"1.ct,J : -. ~---:: .. -- ·-----·.. · .. ··---..... · . · .. .,. __ .. ··-... _ .--..... { !<'<!'<J~ o +-i:-J .... -· .. ---.. __ ·_ : . f. --(~,-; Sf +--8,a') ;< le; S, tr. = t,.g~ le_ : . ( ~oo,~_ L-oA-o Ao..;"' >TS!:l ~ - .· z ·--~---(6 .. _oo'~-~ e~o')· -:-~~:-~---~-------_:·· -~----·---~-·:---· --;:-~f:·w;;,7;,·)··_-_:_~--:~~~-::~-~~-: !---·- . . . . . -- ----· --G .. -_____,=------,· -_:, ___ rc ( . . , -) . . ·--~--~------?,---~---. (~ 1x ... 1.1..+_,_z._3 .. _;,_-: _ _;::;;_ __ ,/ ___ a:· _____ ;_, _____ H£GtL:.(.)A./IT---HUj-----~--- . pt. = ( ,;"') ]( t,? ;·-~?--~-~.,.) ----~---~-7-of.. {HI-I} ..... ·- . ·-· ----·-.· -·-p5 · --; -( ~9 ')(Z,·1 ·t;) -... --·----. = ---:~-;~ --~--------·.(.ii'~,-i'-l'~--FA,i'+-;110-oii} L. -. ,;) . (-e.x1s7~ .U~JJT~ ) ·:·-. . -----.. ,. ___ ---. ----------· -----------------. ·------------------~ (.~··---' -I -·-·---------. -·· ·-·····-· ----~-----,.. ' . . :-'I i ·-· I --··------·----·;~------·-·----·-----· _,_ ·-·----. : ' I I • . ' . ·-. . ---. --· -.... : I . . . -. . . . . -... ---. --- ! . . i l : -· ----·· . -. ---r---. ------· : ; : r . .. ·t -·----· .. --.. -. I -----.. -, , ' I • I --. ---. ~--. --.... -. . . t --_-·-·_·_--_·---t---;~-~-----_:_ .. +,;-<--~~--~-.. ____ · J::_-:::.-~:_:~-~ i:..>L~i..:.~----. I i-\ I ----1 ·. , ! ! . ; ! ' i i l ! i J l ' I . ; i l : i l I ~ j ' ! I I i l"'"".".--t-1---,..----"'--~ _c.,--_;-~--·-1--1 ·_;. -----·---. ~ : -·, ~ -·--·:--~ I ~---:-:· ·: · · ;-: i ,---i----·· r ·.--;·Ti F ~-r ·--· ·:-. : 1 : . RISA-2D (R) Version 3~03 R2H Engineering, Inc. 1154.5 W. Bernardo Court, #300 · San Diego, CA 92127 ODYSSEY GIRDER -G-;3 Load Combination is 2 : Member Ertd Forces NEW D+L --. . - Job __ ---,-__ ·page /~4... Date ___ _ ----------------------------------------------------------------------------. . . Nodes I-End J-End ===== No I J Axial Shear Moment Axial Shear Moment ------------_--.-( K )--------( K) -----.-( K-f t) -------( K) --~------( K) __ .:_ ___ ( K-f t) -- 1 1-3 2 3-5 3-5-"6 4 6-8 5 8-9 6 9--11 7 11-i2 .8 12-i4 9 14-·15 10 :is-11 ll 17-18 12 :is-20 13 20_--2.1 14 2-4 -15 -4-7 16 7-10 17 10-13 18 13-16 19 .16-19 20 1-2 21 3-2 22 3-4 23 ·s-4 24 6-4 25 6-7 26 8-7 2-7 9-7 · 28 9-10 29 11-10 30 12-10 31 12-13 32· 14-13 33 15-13 34 15-16 35. -17-1-6 36 18-16 37 18-19 38 20-1~ 39 21-19 35.27 58.03 58.03 '91. 90 91.90 105. 26 .--- 105. 26 -----98. 92 98.92 70.,12 70.12 .34.21 34.21 -3·5. 47 -80.02 -103 .. 01 -1'06.81~ -90.22 -49.27 -47. 44 .:.- 31. 63 -- -31. 63 ....----- 0. 87 30. 56---- -16. 51....--- 0. 70 15.43.....- -3 o 43 I Q.84 2.34 10.96 ..,.,-. 0.77 -12.08 .__.-- 27.9.4 ..,/' 0. 77. .:.28. 98 / 32. 72 ~ 1.69. -46.02 _./" 0.36 -0.47 0.40 -0.35 0.36 -0.41 0.43 -o. 3·9 0.38 -0.·41 0.36 -1.34 0 • 35· ·0.11 -0.03 o. 02- -0 .91 -o.oo -0.04 -o .. oo o.oo 0.00 o.oo -o ._oo o_.oo o~oo -o.oo o.oo 0.00 -o.oo o.oo o.oo ·o.oo o.oo o.oo -o.oo o.oo 0.00 -o.oo 0.00 -1.55 0.35 -1.25 0.14 .-1.29 0.08 -1.39 0.16 -1..38 0.24 -1.20 1.48 -o.oo -0.42 -0.20 -o .. 33 -o .,27 -o .. 26 o.oo o.oo o.oo O.QO o.oo o.oo o.oo o.oo o.oo o. o·o o.oo o.oo Q.00 0.00 0.00 o.oo o.oo 0.00 o.oo o.oo -35.27 -58.03 -58.03 -91.90 -91.90 -105.26 -105.26 -98.92 -98.92 - -70.12 -70.12 .,..34. 2-1 -34.21 35.27 80.02 103.0i i06.81 90.22 49.27 47.44 -31.63 31.63 -0.87 -30.56 16.51 -0.70 -15.43 3 .43' -0.84 -2 .• 34 -10.96 -0.77 12.08 -27.94 -0.77 28.98 -32.72 -1.69 46.02 -0.36 0.47 -0.40 0.3;, -0.36 0.41 -0.43 0.39 -0.38 0. 4·1 -0.:36 1.34 -0.35 -O.il 0.03 -0.02 0.01 o.oo 0.04 0.00 0.00 -o.oo 0.00 0.00 -o.oo o.oo O.OQ -0.00 o.oo 0.00 -0.00 0-.00 -o.oo -0.00 o.oo o.oo -o.oo 0.00 o.oo ·---·-·----· ----· ----~-~ 1.55 -0.35 1.25 :..0-.14 l.'29 -0.08 1.39 -0.16 1.38 .-0. 24 1.20 -1.48 o.oo 0.42 0.20 0.33 0.27 0.26 o.oo o.oo o.oo 0~00 o.oo o.oo 0.00 o.oo o.oo o.oo 0.00 o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo -------·. -------·--. -----...... -----··. R2H Engineering, Inc. · .PROJECT ODYS!::>e:t JOB NO. J] / 44 DATE CJ-/7-97 BY _______ SUBJECT ____ c;...;__•~4-..:.---e. __ L~/~N~6~·-e ______ _ SHEET 1~,S OF ______ .... --·--·-·---. , .. ----. -·· ·-i ! ' ! ---i---=..--·-. -. _____ ,.._ -··---------····-t-----. ·-·---~--t---. -·--- ·I.. ,::) --· --. --···· .--·:-. -----o.o ·-e. ,1,7 {:) 4 . '1j· :.--/ o,~ , ~ == (4~J{ B )(, oz7 ) ==- 1------------,-------;p} := (~1 )(8)( .. 01.1 )-e--&-;o 1.t---, Pve ''° r,qtAtJC.uLA~ .. ______ -·-------______ f1-_::. (31. )( s· ~(. O''Vi.) ::. . l:,~ 1 t.. .. .. fl.At--!_ SHAPE=. -·1 ------- . t --1------.. --. -.. -. r~ ~ (z.4 )( i )(.01.1) = · 5:1.. k .' f'G, -.-::: ·!;} Le o~i:: ···p·-----= ·-------·--··= .. 0,1 ~-~---,,-ue: T~-1-1/J;~: - 7 fa .=. = .7'24_ P·oe 10 5ft<.,,JK.(J/J... MA-11.J·, __,_ ______ ------------------------· ---. --~-R~v1;5ep L-~+Jc, _ .M£ . 1:.£S.1 . T J-1/4.J - .... --1-, ____ --·- ' . .. . ... . ,· --. . .. . . . .... -- . -O~lt; 1'\JAl,.. C/4-L.C... · · · I . ,· J i : l I ' ' . ' . ' ' i· j ' ' I, I l '1 I ! ,' ': ·, '. _! . . i-! i i_L"-~~---··-.. --~ _1 , -· ·-l ! , . . . -. . ' -~----~-~ . ' . I • ; j t ! ~-_L' ; ; ·, ' ' j_LL.i_j l -;· ' I ' _;_ ·,: J' i! '.,· -r-_ ~-1-b-,: ~, -,·_,----1-:[-,-· i_Ji_lli--1--J_.j I j ._-_+-H-l,_ .. -,1-,' -;,--1-'1 ·1··-i.-;--1 I ';" 1 ·; j 1-l-1 1-, -~i' : i i ! _LLLi--1-l-i ' -1 I .:..L l J I I ; ; ' ' i T=/ :i . i : ' ' ' I I ;i I ; ; : ' : : I JI ! '. ; ' ' l..J_·f-J__)_ ·H'' ! ; ~ i I f I 1-r---t--t-r,-r , r~ . · · _: · . 1 1 1 , ! 1 , • , i : ·; , i-t7-1~ i , -11: -·r-r-, ; i i-,-1-1-i-· --··---=--.: --~--. - ~---' ---·--------------------. R2H.Engineering, Inc. PROJECT cJ/)Y<z>7'G 7' C,b<-F' BY-----,--.---SUBJECT G~ 15 . ~ t-1,.J~ C l.:-oA-t:) • /o, S k >f . ~-./ /3 + 1'2... 1'7+ /2 . . . ::. ··p -.~ . ).. ( , ~ 1( ~CiJZ ~ ) " ) ., _. ~-. --p;-~-. '( ~-ii ){,ti)' ~---~-. (4il )(.q~-7 1 ) •I • • . • -. • -.. -. -' -~ .. , JOB NO. _o/_J_/_4-_4_· ____ DATE_q_-_/{;-'-------9 ....... 7 __ SHEET I¼ OF -- !)~'5.cP./ f'1-I.O';../ ( R~o~ Df/... ) . -----------=---~~1 . --_------e·· ~-: (.~-~k1(·Jl.:-)-· -~~,-~:-··-_;_-~~-i4-~. ··-·---"'(tix,-nc,. LJ,.SIT) ·· . .,,,---.--.-----_• .. ·7 , . .I: ,tfs I·. . . J . . . · ' --. . -···. -· __ ,___.:. _________ --.. ---.. ·-~----.. ----·-··-· ... ----·-----· ·--·--.. --... ·:· .... -. ----. ----1·--.. ... . .. I --r--·-........ . ------··--·--· l .... , ________ ;_ .--+---·-·-__ .. · -~ -; . : : . ----~·--···-·-;· --~-'-----,-, -1 ------.. -------. ---~----.--._ __ ..., ______ ----------- ~L~---. _. _,_! _---~~=---~~~--f __ :~-_-_--_-__ _......, ____ :~: ....... ,. _1_~ ___ i,_--_--_·-_,---_-·_·_-_-,_-___ -_-_-_--_·-..... --.... ---~~--, I I , I I ----t-________ , __ ._:_:___ ... ___ ---__ , ___ .....,.. __ --! t . I ' ' ' -----·--. --·'-=-----.... ----· -·-·- us -. ___ . .., _________ ,_ .. RISA-20 (R) Version 3.03 R2H Eng,ineering, Inc. 1154.5 w. Bernardo Court, #300· San Diego, CA 92127 ODYSSEY GIRDER G..,.5 Load Combination is 2 : NEW D+L Member End Forces Job_--:--,:,------ Page 137 Date ___ _ -------------~-------~-------------~----------------------------------------Nodes ===== I-End-========= '== J-End ---------- No I .J Axial Sh.ear Mo:inent Axial Shear Moment ---------~-----( K) -:------,..:.. ( K) -~----( K-ft) -------( K) -~.:------( K) ------( K-ft) -- 1. 1-2 47.71 -o.oo 0~00 -47.71 o.oo . o.oo 2 2-4 37.90 -0.59 -o.oo -37.90 0.59 -2.36 j 4-5 37.90 1.00 2.36 -37.~0 -1.00 1.64 4 · 5-7 80.96 -0~48 -1.64 -80.96 0.48 -0.29 5 7-8 80.96 0.42 0.29 -80.96 -0.42 ' 1.40 6 8-10 101.75 -0.39 -1.40 -101.75 0.39 -0.14 7 10-11 101.75-----0.38 0.14 -101.75 -0.38 1.37 8 11-13 100~13 -0.38 -1.37 -100.13 _0.38 -0.14 9 l~-14 100.13 0.37 0.14 -100.13--0.37 1.35 10 14-16 76.19 · -0.38 ~1.35 -76.19 0.38 -0.17 11 16-17 76.19 0~30 0.17 -76.19 -0.30 1.02 12 17-19 30.28 P0.26 -1~02 -30.28 0.26 -0.00 13 ·19~ 20 30.28 o.oo 0.00 -30.28 -o.oo o.oo 14 ~-6 -64.22 o.04 o.ob 64.22 -0.04 o.30 15 6~ 9 -96.81 -O;OO -0.30 96.81 0.00 0.28 16 9-J,.2 -105.90 _.---o.oo --0.28 105.90 0.00 0.2~ ·17 12-15 -93.58 0.00 · -0.28 93.58 -0.00 0.29 18 15~ 18 -58.14 -0.04 -0;29 58.14 0.04 0.00 19 1-. 3 -59.99 __.. 0.00 . 0.00 59.99 -0-.00 o.oo 20 2-3 13. 59 -~ 0. 00 0 .00 -13. 59 -o. 00 . 0. 00 21 4-3 1.59 0.00 0.00 -1.59 0.00 0.00 22 5-3 . 36.-53 t---o.oo 0.00 -36.53 -o.oo o.oo 23 5-6 -23.i4 W£l-O -0.00 Q.00 23.24 . 0.00 0.00 24 7-6 0.91 o.oo 0.00 -0.91 o.oo 0.00 25 8-6 21.99 &.--0.00 o.oo -21.99 0.00 o.oo 26 8-9 -6.86 -0.00 o.oo 6.86' o.oo 0.00 27 10-9· o.76· o.·oo o.oo -0.76 o.oo o.oo 28 11-9 5.76 -o.oo o.oo. -5.76 o.oo 0.00 29 11-12 8.01 0.00 Q.QO -8.01 -0.00 0.00 30 13-12 0.75 0.00 o.oo -0.75 0.00 o.oo 31, 14-J,.2 -9.09 o;oo o.oo 9.09 -0.00 o.oo 32 14-15 ·24.13 ~ 0.00 o.oo -24.13 -o.oo · o.oo 3 3 16-1 s · o • 68 o . o o o· .-o o -o • 6 8 o . o o o • o o 34 17-15. -25.05_.WE::LO 0·.00 0.00 25.05 -0.00 0.00 35 11-18 38.67 ~ o.oo· o.oo -38.67 -o.oo o.oo 36 19-18 0.26 o.oo 0.00 -0.26 o.oo o.oo 31 . 20-1·a -40.64 1,../'" -o.oo o.oo 40.64 o.oo o.oo RISA-20 (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court-, #'300 San Diego,.· CA 92.127 ODYSSEY GIRDER G-5 Load Combination is 1: ORIG D+L Member End Forces Job ____ _ Page \~f> Date. ____ _ ---------------------------------~--~---------------------------------------Nodes === I-End· .------= ===== J-End No I J Axial S·hear Moment . Axial Shear Moment ---------------(K)--------(K)------(K-ft)--------(K)--~~--~-(K)------(K-ft)-- J, 1... 2 . 48. 04. . -o .• 00 0. 00 -48. 04 0. 00 0. 00 2 2-4 37.72 ~o.sg -o.oo -37.72 o.59 -2~37 3 4-5 37.72 . 1.00 2.37 -37.72 -1.00 1.62 4 5-7 80.47 -o:48 ~1.62 -ao.47 o.48 -0.28 5 7-8 80.47 0.41 0.28 -80.47 -0.41 1.35 6 8-10 101~99' ~0-~7 -1.35 -101.99 0.37 -0.15 7 1-0-11 101.99 0.40 0.15 -101.99 -0.40 1.45 8 11-13 100.68 -0.40 -1.45 -100.68 · 0.40 -0.15 9 13-14 100.68 0.36 0.15 -100.68--0.36 1.31 10 14-16· 76.53 -0.37 -1.31 -76.53 0.37 -0.17 11 16-17 76.53 0.31 0.17 -76.53 -0.31 1.06, 12 17-19 30.58 -0.27 ~1;06 · -30~58 0.27 -0.01 13 -19-20 ~0.58 -0.00 0.01 -30.58 -o.oo -o.oo 14 3-6 -63.78 0.04 o.oo 63.78 -0.04 0.29 15 6-9 ~96.28 -o.oo -0.29 96.28 0~00 0.29 16 9-12 -106.89 -o.oo ~0.29 106.89 o.oo 0.29 17 12-15 -93.68 0.-00 -0.29· 93.68 -0.00 0.29 18 15~ 18 -58.71 -0.04 -0.2~ 58.71 0.04 o.oo 19 1-3 -60.40 o.oo·· o~oo 60.40 -o.oo o.oo 20 . 2-3 14 •. 31 0~00 o.oo -14.31 -o.oo o.oo 21 4-3 1 • 5·9 0 • 0 Q O • 0 0 -1 . 5 9 0 . 0 0 0 . 0 0 22 5-3 36.18 Q.00 b.00 -36.18 -o.oo 0.00 2 3 5-6 -2 3 . 16 -·o . o o o • o o · 2 3 . 16 o . o o o . o o 24 7-6 0.88 o.oo o.oo -0.88 o.oo 0.00 25 8-6 21.94 -o.oo . o.oo -21.94 o.oo o.oo 26 8-9 -7.93 -o.oo o.oo 7.93 o.oo b.oo 27 10-9 0.77 o.oo 0.-00 -0.77 0.00 0.00 28. 11-9 6.81 -o.oo b.00 -6.81 o.oo o.oo 29 11-.12 8.62 0.00 o.oo -8.62 -o.oo o.oo 30 13-12 0.76 o.oo o.oo -0.76 0.00 0.00 31 14-1°2 -9.72 o.oo o.oo 9.72 -0.00 o.oo 32 14--15 23.80 o.oo o.oo -23.80 -o.oo 0.00 33 16-15 0.68 o.oo o.oo -0.68 0.00 o.oo 3-4 1 7-15 -2 4 • 7 3 · 0 . 0 0 0 • 0 0 2 4 . 7 3 -0 . 0 0 0 .. 0 0 ·35 17-18 39.04 o.oo o.oo .-39.04 -o.oo o.oo 36 19-18 0.27 o.oo o.oo -0.27 0.00 0.00 37 20-J,8 -41.05 -0.00-o.oo 41.05 0.00 0.00 R2H Engineering, Inc~ JOB NO. '77 / ~¢- PRO.JECT OPi' $ ~€ T .BY ______ ....,,_ SUBJECT-------.,......----------------- DATE q., 21-'77 SHEET t ~9 OF __ -·---. -------- _ · _i _-. ----.. i_? ·-- -------___ i _______ ----• L .. 4$~..: :s. ~ I ,_ ~1/4--If •. ~. •. :_ -. . . ---· ---. ---~-_-_::_::_:~-~=~-~--=-~=--~~-~ . P. . P. . p . . . -· ..... ---·--------·-...... . ?> • -~ -1-!r--. . --·-......... ---. -------. J t -J ·. ----~ ---. ---. . z -~-:_ __ ------~ ___ :_ ___ _ . ' . .. . SU?-~----- 2 ~ 5 lr LoAOS Nf:..J ~.Mc'J f\ -::: fp,,S ~ fz. ~ 0 (c ·• • t.. /0,~ l,ci~ .. --.... ---------· --------- --. ·.::: . -·---· ---- J.Jo -~~JrJr=·, .. . . ,· ·J<ea?.o ~ee i.o-tfv-rei.:z... -,--~--'-----. --6-= ·· 1 ;-~ V :~oc;,,r loo)··-;:-.:::;·~--A..::·~:------~ 7) ft.. . . , --. -· ... ,...--re . . . . -_-;-··--.. ~. -O01Fel1 •. : '--__ , -----------·-r~ ' I 7 -·-···---. --· ----·-·---------------------------------- . . -·· .. -· ..... ' ---------------·-·· - --·---~ --... -----·-·-· -i" . . . -i". I ' .. ---·---~-~------------------=------~-, .... · 1 -.----~.-,--.. ; .. •'. .. .......... --· ti----· ···-.-·: -= _. .,-.; ·-. -,-.---·::!-:-· ·-=-t-, _--: : i : -·--,---~-------.. --------··:-. --I ~--~-:---,-..,.-c--c-----,----- ___ L_____ ---· __ ["_---~--=-:·:~ ~-~~ -=--=---~=====+1-:-'_-----,.-~-----i-:_:_· .-; -':-: -:~j'-' +j-!_·_: ·~:---' -----: 'ft+- 1 ; I · . , , i , . ; . _· : 1 ; -! ; ! ! i ' ' I • ----------~-~-!--'------;--+-;;--+-i -t-+--, --,-.-.~--, ·_: -111----: ~~--------~---~ . ·•'--· _ _._ __ RI$A-2D (R) Version 3.03 R2H Engineering, Inc. ll,.545 w. Bernardo Court, #300 San Diego, CA 92127 ODYSSEY GIRDER Gl Load Combination·is 2: NEW :(:.OADING Member End Forces Job ____ _ Page J4:o Date ___ _ ---------~-------~---~-~---------~-----------------------~------------------Nodes ===· I-End ========= =====. J-End No I j .Axial Shear Moment Axial Shear Moment ------~--~-~---(K)--------(K)------(K-ft)-~-----(K)--~:----(K)~-----(K-ft)-- 1. 1-3 11.,3. --0.02 •0.-00 -17.53 0.02 -0.07 2 3-4 17~53 . 0.23 0.07 . -17.53 -0.23 0.84 3 4-6 38.83i,_....--'--0.27 -0.84 . -38.83 0.27 -0.23 4 6.-7 38.83 .-,--·.0.30 0.23 -38.83 · -0.30 0.96 5 7-9 37~53 · -0.30 -0.96 -37.53 0.30 -0.24 6 9-10 37.53 0.28 0.24 -37.53. -0.28 0.87 . 7 10-12 13.56 -0.27 -0.87 -13.56 0.27 -0.2·3 8 12-13 13.56 o.08 0.23 -13.56 -0.08 o.oo 9 2-5 -33.57 0.01 0.00 33.57 · -0.01 0.09 10 5-8 -43.52...---o.oo · ... 0.09 43.52 0.00 0.09 11 8-11· -30.96 -0.01 -0.09 30.96 0.01 -o.oo J..2 1-2. -23.56i---o.oo 0-~00 23.56. 0.00 . o.oo 13 3-2 0.25 0.0-0 o.oo -0.25 o.oo o.oo 14 4-2 2:2.29._....,........ ·-0.00 0.00 -22.29 0.00 o.oo 15 4-~ -~.31 0.00 0.00 7.31 -o.oo o.oo 16 6-.5 0.57 __. 0.00 0-.00 -0.57 o.oo 0.00 11 1-5 6.51 .o.o·o o.oo -6.51 -o.oo o.oo 18 7 ~ 8 · 8 • 3 2 .....,....--0 • 0 0 0 .-o O -8 • 3 2 0 • 0 0 0 . 0 0 19 9-8 0.58 o.oo o.oo -0.58 0.00. o.oo 20 10~ 8 -9.14 -o.oo -0;00 9.14 o.oo o.oo 21 -10-11 24.18~. -o.oo 0.00 -24.18 o.oo 0.00 24 12-11 0.35 o.oo o.oo -0.35 0.00 0.00 23 13..-11 -21.8-6------0.00 o.oo 21.86 -0.00 o.oo . ----~..,----... · ·----· ---------. ---<»·-----..-.. R2H Engineering, Inc. PROJECT C.P'T' ~ .,.~ T BY __________ _ SUBJECT _____________________________ _ --·--_____ _, ____ , -___ , ___ -· -. -··-··-·-----------. --- JOB NO. Cf 7 t 44- DATE q., 2'3-</7. SHEET /4-/ OF __ ------------ . ~ .. l-1,.J~ C :_ ! '. --·-·----------'--------! ~----'---.. --·-·· f' I f'. z. l ----. ---. :----p~· 2 LoAfJS r., to,; fc 0 :-rof CH~ : ' r..· /0,$ !,O~ P ;;,,-~<t, -:Z.~ kt '?7,.o '<. :: 7 '2-, z,.Cc. • . ··-r ---. --.-·--. • --------• ___ !c__ __ • ~-L . - ,, ·, ~} . ·-·-. . . ··----------~----·-· ----·--·. ·-·-; ' . --___ .,_ .. -· ·-------.~-----------------1+-:---------l , f'o.. == 7-z., '-- ·--.. , .. k ... ..::'... 22,97 st · j:-161' · C-fto~·--: · (LI( {,(po7 7 I t---·-- ·---a, .... --·--··· .. . --·-.. · -~·· -------.• .. . ___ i -·------· _' _______ .. __ 1 __ _ i : t-----' ' I -... ! --. -.. ----. --r · : - j • I • ..... -·, -· ---· ··--·--·T ·•-· , • I ! . l • : i. j : j -t ,· ,f f ; , 1 I· f i J • ! ! . i ! 1. i ~ ! 1 t _" . i -r:-=1--! ·1 1 ·!.·, ! , , r ,. · . _: ~.:..:... .. ~.--.1·:._, 1 _;· r __ 1 -'--r-··1-·...:..-1...:..·1:....·_,._1 ...... -·_..,__H-.!.-f-.l....-'--l--L.-l-.-'-......!-+-...1-.r ~t~0~':T • -~--. · __ --. : ··:·:-~~:·=-:r -:--~~~+~~=,".zt.~+j-l-1 +;_-1-·+J·-lh'-· ../...!-l'.i~.--1-l-i.)-t...:l·+i~·i:.,...-·+I-L-.l W'2.- V 03 t..fr \) W-'5 tJ7 >J. {,.J4 t..J~ \) W'Z- ·-·---~· .. ···~-~-~ - RISA-20 (R) Version 3.03 R2H Engineering, Inc. 11545 w •. Bernardo court, #300 San Diego,: cA· 92127 ODYSSEY GIRDER Gl, GRID C Load Combination .is 2: NEW LOADING Member End Forces Job ____ _ Page f ..4-'2- Date ___ _ --~--~------~-------------~--~-------------~--------------------------------Nodes r I-End===== ===== J-End ===== No I J Axial Shear Moment Axial Shear Moment -----~--,----:-----( K) ------..--( K) ------( K-ft) ____ ._ __ ( K )---.:-----( K) ------( K-f t) -- 1 1-3 · 11.~2 -0.02 o.oo· -11.12 0.02 -0.01 2 3-4 . 17.72 .---0.23 0.07 -17.72 -0.23 0.85 3 4-6 39.24 ~ -0.27 -0.85· -39.24 0.27 -0.23 4' 6-7. 39.24,._......, 0.30 0.23 -39.24 -0.30 0~97 5 7-9 37.88 -0.30 -0.97 -37.88 0.30 -0.24 6 9.... 1 o 31 • a 0. o •. 2 a o • 2 4 -3 7 • s a -o • 2 a o • 8 7 ,7 1 o-12 13 • 6 7 -o • 2 8 · -o • 8'7 -13 • 6 7 0 • 2 8 -0 • 2 3 8. 12-13 13.67 0.08 0.23 -13.67 -0.08 o.oo 9 2-5 -33.93 0.01 O.QO 33.93 -0.01 0.10 10 5-8 -43.96 ~ -o.oo :..0.1·0 43.96 o.oo 0.09 11 .8-11 -31.21 -0.01 -0.09 31.21 0.01 0.00 12 i-2 --23.81~ -o.oo o.oo 23.81 o.oo 0.00 13. 3..:. 2 0.25 ~ o.oo 0~00 -0.25 o.oo o.oo ) . 14 . 4-2 22 • 5 3 .._....--o • 0 0 0 • 0 0 -2 2 • 5 3 0 • 0 0 0 •· 0 0 15' 4-· 5 -7.37 ...--o.oo 0.00 -7.37 -o.oo -0.00 16 6-5 0.57 __....-o.oo 0.00 -0.57 o.oo 0.00 17 7-5 6.56------o.oo 0.00 -6.56 -o.oo o.oo 18 7-8 8. 45 -~ -o. 00· 0. 00 -8. 45 0. 00 0. 00 19 9-. 8 0.58 i.--o.oo 0.00 -0.58 o.oo 0.00 ,2.0 i0--8 -·9. 27 L,.,--' -o. 00 0. 00 9. 27 0. 00 0. 00 21 1 o-11 2 4 • 3 8 i...------0 • 0 0 0 . 0 0 -2 4 • 3 8 0 . 0 0 0 • 0 0 22 12-11 0.35.....--0.00 0.00 -0.35 o.oo 0.00 2~ 13-11 -22.osi-----o.oo o.oo 22.05 -o.oo o.oo /· µo ·Ret/JFu I ~~6(,£), -'---'-_.____, __________ --------·· . R 2H Engineering, Inc. PROJECT OP"t $ fc 1 JOB NO. '77 / 4-4- DATE q ... 2 1-'?7 BY~-....;.... ________ SUBJECT ___________ -'-------SHEET OF __ _ I . - LoA(JS .. • \ ' -"': I -. ~ .. , · 1 . r . ! . . . . !« :-=:: ,:3."L . ---. -1-r =··-•. 84 . . ... f_.~ 2&,iJ-r ·57,0 ~ __ :z_ ·c...:z ... 7~-----'.-. ---···--·--· -; .... .==:-=~··. --. ----.----·---·---· ·---------'r'~? ··-· _____ ·-·---------~-----.,-------r---~----·--------·-- -¥c,._· = . r;..:z., 7 ~ zr ;0~ c.-~; ·~ · :·22>?-T~<Jp,_ -~: ----~---·-:=.:: :>-..:~1.~tc-tfi..~ <.-z '(, .+?11 ~) ' .. --~----' ~--•.. --· ·--------· • • !-. -- ' -·· -~-·-:~--.. --·-··?'-·-· -·------· --'--'----~----!:~: _,_;-: ·'-,--;'-' +-, '. ,·k'S 0,k:. . . ; ---~-... . . ' "':.. "" . ~ ' .. -' -Li....+-·-, --'---1--l.., -r-,i ,:.._ .l I ! . .. · · --·--· ··-··----------------------11--------1 ·-·· -· ---·--·-· . f . -··--. ··: -;-. . .,.. _____ ----------- ' r RISA-2D (R) Version 3.03 R2:ij Engineering, Inc. Job ____ _ 11545 w. Bernardo court, #300 Page 144 San Diego, CA 92127 Date _______ _ ODYSSEY GIRDER Gq, GRID D Load Combination is 2: NEW LOAD!NG Member End Forces -~-----------~----------~~---~-------------------~~-------------------------Nodes.· ==== I-End ==== ======= J-End No I J Axial Shear Moment Axial Shear Moment -----~---------{K)--------(K)--~---(g~tt)-------(K)--------(K)-----~(K-ft)-- 1 · 1-3 11.89 -0.01 0~00 -11.Si 0.01 -0.05 2 3-· 4 11. 89 O .15 O. 05 -11.·89 -o .15 0. 57 3 4-6 26.40 V :_0 •. 18 ~0 •. 57 -26.40 _0.18 -0~15 4 6-7 2 6 • 40 ~ O·. 2 0 0 • 15 -2 6 • 4 0 -0 • 2 0 0 • 6 5 5 1-9 25.74 ~0~20 .·-o.65 -25.74 0.20 -0.11 6 9-10 25.74 0.19 0.17 -25.74 -0.19 0.61 · 7 10-12 9.38 -0.19 -0.6'1 -9.38 0.19 -0.16 8 12-13 9.38 0.05. O.lq -9~38 -0.05 0.00 9 2~ 5 .-22.76 0.01 0.00 22.76 · ..-0.01 0.06 10 5-8 -29.'66...---o.oo -0.06 29.66· -o.oo 0.06 11 8-11 ~21.42 -0.01 -0.06 21.42 0.01 0.00 w2.. 12 1-2 -15.97 .__ -o.oo o·.oo 15.97 o.oo o.oo ·v 13 3-2 0.11-.-o.oo o.oo -0.11 0.-00 o.oo W) 14. 4-2 15.12~1..P -0.00 0.00 . -15.12 0.00 0.00 W4 L? 4-5 --5.06 ..........--o.oo ·o.oo 5.06 -o.oo o.oo ·V 16 6-· 5 O . 3 8 ~ 0 • 0 0 O • 0 0 -0 • 3 8 0 • O O O • O O W.? 17 7-5 4. 52 .....--0. 00 0. 00 -4. 52 -o. 00 0. 00 5 18 7-8 5.44-... o.oo o.oo. -5~44 o.oo 0.00 4,) V i9 9-8 0.40 ~ 0.00 0 0 00 -0.40 0.00 0.00 W"-20 · io-a -6.oo ..,,_/ -o.oo o··.oo 6.oo o.oo o.oo w'? 21 10-· 11 16. 73 W\iil-j). o. oo · o. oo·, -16. 73 -o. oo o. oo . :__..---v ?2 12-11 0.25 . o.oo 0.00 -0.25 0.00 o.oo wz. 23 13-11 -15.13......---0.00 0.00 15.13 -0.00 O·.OO ..:.::c-:.-:.,.···=-""--. ----·. --· -···---. ·------------- ~2H Engineering, Inc. PROJECT ooy s.se:r JOB NO. Cj 7 J 4-4- DATE '1-2]-CJ7 BY _____ ..,...._ SUBJECT _____________ -,-___________ _ SHEET OF __ _ T --;-·· · ·--------~=2..--~-e--.a . ---~---________ ,_-_--_--_-·-_;;_.--=.~---:--_-_--_-----~-;_--_, _·-_-·_·-·_·.""".-·:--:-' -+'-· -· -·'---·-:--·t--1 -·-1 . • ' II-. : -: . ·_ L.. . I . ---.. "';>PA-,J .• .. ~I -+. , ) -~~-----------------... ---· -----_._ -... f, = f+ - fi . _z_. P, -'-"· .. --. ---··----· ....... --· ' .. --· ---------·----.. --------· -- t; .... r.::. ,'5 l_,,:)i.. . r. ,.$ . ~ .. 0:,1 .. 'Riit--1~;:;__c.e 0~~~~4; -. ----. ~'2. LI>-FT lJ~ ~~H7 --------------------- 0 0 t.: , -·-·----------. ----------------------! . . t, ---------·-t>. "2;S ' l I . ·---.---------------------- .f'1 = 6,0 le f~ - _f'q C --------------·------------------·- t i : ---, -----. --·-1 -------, . --- --. ---------~ . ---~ ----. ----··-----------·----½. -·---.. --•• -------- . ..:....t---------'----~-----·-· o.5 C. ' le $.~ ·---. ----------------------- . -·---.. -· ···-·· ----. --·------ -I -• •• •• • .. . -~--+-.-• -----, I : i ' . . . : -~=- i -· :·· . . .. ,.=---------·-. ., -i ... ------. --• ', ! I .. -·----···--·-t-·, ---.---··--. r . ·-,-,--,-11:--~~ . ....,!~, -:---1_-:- ---, '. . ! , . I . .. -~-~=~=~: .· -;·-···-·-=:~·--:-=----+:--·_-_-_-:.='=~=~: ::====::~~==;! ::~=: . -·__ ... ( . . . = -i : • ~ • . . r ; ; . i : ! , -1 : ~ : . , . ;.. ; -1 I f 1 l !_ 1 l j f · / I : ·: · ; i ! ' 0 L ,_: __c;:_,i,..: _·~· '--4'i.....,_···....:..'~'.......;_·• _;!c..,.;__I 4J_/-t' ·..J.j~f>-+-i f!_·+-;: ..,._l_f-1.+l-'1-+-+fl_,ff-·+f-i ·•l;...;;"):.+-j. ·-+: _··t-f '+f-1 ·, l_,;;,.+-t,t--+:l,-1'-.f_,•·+-t·-+, _,··It-I I J • • •• • , 1 : 1 • • !" ' , [ : 1 , ! , ; I , I 1 ., i T I I --f_---_:·-_-_--~_0• -;------'. ---· : ___ :_ __ rr:r='---i-.:--:·11,i, :-·~-.~-i -·-r-·-------_:· ·-_-·~·r--_-----,_ · __ ",~ ·· .... -· . . ... -·· ... ; ___ ---· __ · __ ·. __ : .... /--~-·--· .-: ·--: !--' : ~ .. ! [ ; p I i l R-!- . ·. -...-~--. .-~. ---..----··-~ .. -.~~~---.--~ . _ _.,. _ .•• : .-: v==-·---- ~-~-----"· ·--···---.... ------ .w1... w1 t..J'b L-1,) a w7 L.J(.p "--'~ W? RISA-2D (R) Vers'ion 3.03 R2H Engineering, Inc. 11545 W. Bernardo Court, #300· San Diego, CA 92127 ODYSSEY GIRDER G-2, GRID B Load Combination is 2: -Member Ertd Forces· NEWD+L Job _ _,... __ _ Page 14-(:; Date ___ _ --~-----~----------~-------~-----------~--~~--------------------------------Nodes === I-End ,==== ==== J-End No I J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)---;;..---(K)--::--~--(K)------(K-ft)-- 1 1-3 32;94 -0.33 . -o.oo -32.94 0.33 -1.42 2 j-4 32.94 0.72 · 1.42. -32.94 -0.72 1.45 3 4~ 6 81.48 -0.42 -1.45· -81.48 0.42 -0.24 4 6-7 81.48 0.40 0.24 -81.48 -0.40 1.36 5 7-9 107.6.9 .... o.37 -1.36 -107.69 0.37 -0.12 6 9-10 107.69 O.j9 O.l.2 -107.69 -0.39 1.44 7 10-12 111.88 i:...--"' ·-o.39· -1.44 -111.88 o.39 -0.11 8 12-13 111.88 ~ 0.36 0.11 -111.88 -0.36 1.34 9 13-15 94.09 .... o.31 -1.34 -94.09-· 0.31 0.09 10 15-16 94.09 0.03 -0.09 -94.09 -0.03 0.20 11 · 16-18 53.65 0~19 -0.20 -53.65 ~0.19 o.96 12 18-20 53.65 · -0.27 -0.96 -53.65 0.27 -0.13 13 20-21 28~34 · 0.04 0~13 -~8.34 -0.04 0.00 14 2-5 ~62.53_ 0.04 -0.00 62.53 -0.04 0.31 15 5-8 -99.63 -o.oo -0.31 .99.63 o.oo 0.28 16 8'-i 1 -114 • 9 s ,__---· o ~ o 1 -o . ;2 a 114 • 9 5 -o • 01 o • 31 17 11-14 -108.08 -0.04 -0.37 108.08 0.04 0.08 18 14-17 -79.66 0.06 -0.08 -79.66 -0.06 0.59 19 17-19 -28.34 -0.15 -0~59 28.34 0.15 -o.oo 20 1-2 .-44.31 l-0€.\:::0 -o.oo ·0.00 44.31 o.oo 0.00 21 3-2 1 • o 5 ..........--o ~ o o o • o o -1 • o 5 o . o o o • o o· 22 4-2 41.11 i.---~o.oo o.oo -41.11 o.oo o.oo 2 3 4-· 5 -2 6 • 3 4 Le--' . ,,.. 0 . 0 O· 0 ·• 0 0 2 6 . 3 4 0 • 0 0 0 • 0 0 24 6-5 0.82 . ....-0.00 O.OQ -0.82 0.00 0.00 25 7-5 25.22 ~ o.oo 0.00 -25.22 -o.oo 0.00 2 6 7-8 -11 • 21 _,._----o • 0-0 0 • 0 0 11 • 21 0 • 0 0 0 . 0 0 2 7 9-8. 0 • 7 6 --0 • 0 0 0 • 00 -o • 7 6 0 • 0 0 0 • 0 0 28 10-8 10. 09 ...........----o. 00 0. 00 . -10. 09 0. 00 0. 00 29 10-11 4.27 .---o.oo o.oo -4.27 -o.oo 0.00 30· 12-ll. 0.75 .__/ 0.00 0.00 -0.75 o.oo o.oo 31 13-11--5.28 i....---o.oo 0.00 5.28 -o.oo o.oo 32 13-14 19.43' ~ o •. oo .0.00 -19.43 -o.oo o.oo 33. 15-14 Q.34 i.,,---o.oo o.oo -0.34 o.oo o.oo 34 16--14 -20.07 ------0.00 · o.oo · 20.07 -o.oo o.oo as 16. 11 1a.07 ~ o .. oo o~oo 1s.01 o,oo o.ee 3·6 16-l.7 18.07 . ...........--· -0.06 o.oo -18.07, o.oo o.oo 37 18-17 -0.46 _,, o.oo. 0.00 0.46 o.oo 0.00 3 8 2 o-1 7 .. _ 3 5 • 1 7 ~ 0 ~ 0 0 0 • 0 0 3 5 • 1 7 -o . 0 0 0 • 0 0 39 ·. 20-19 35.84 (Je.i.o o.oo 0.00 -35.84 o.oo o.oo 40 21-19 -.45.80 wG:i..o o.oo o·.oo .45.80 -o.oo o.oo -------..c.·-------------------· -------------------------------- R.2H Engineering, Inc. JOB NQ __ C/_7 __ / .f-___ ~-- PROJECT C:iYi s...se t BY _______ SUBJECT __ ,__, _______________ _ DATE _9---__ 2 __ p....__-__ ,7_...__ SHEET · I 4-7 . OF __ -r --. -----~ -"7·:~.;-z_ -~-:_e_ .. c._ I ' l -. I -. .-l'J . ' -" . _ .. ?l"'A-N • 'S1 -4-- I ---'_'. • __ : __ !_ ----__ ,_'_~_l_ __ . 1. p~ -. p.f -15 t'(., ·-:~ ---· f1 ---. ··---__ _fe, ------~f'c:c __ ;..._:_ -_ ?1._.~---·---r,--r. . -" __ ·-fz. __ p __ .... l ---~-r.---------'--------~P,-----L __ --; -_ --i ~u=----~ =~_:_ · __ z._..:. ____ . ____ .c,..5 .. ------e, -~ -___ .:....~--:__11------~'.,. · n-----i--v., ' ·· · i - . • 1 • • • f f• J • • '7"' • l I' ) i. f, -1:1 ff -o,o'- . --·--!----... --. ' t -·-· ----·-·---·--··-------------- ie~1t-JF,w~ -.. ---~-..1.~n ... ;1_!,.,J,>.. --. l-<,14~-r. ______ -----------------·-··· -· . --. --f'1; -_·z ~,~of:< ____ · --.. __ : .. _-----· .. __ · . f(o ---. o. ?tC (., -,_ ------------ f "7 .e 6,~ le f't, • (!).ZS c. -le fer c 0,B ·-·---· ·----.. --·-------· ---------·-. ' , ------------·---·-·--------· -------------·----------, ' -.. --·--·--. .. -·;-:: . --·. -----:~ -. :-.. ' . .. .... t-·-------·-_. ·---; _-··-----: : -;---' ----------~-----.-----------------------------------, ' . . -----· .. ·-. ····-·-·--·---,------------·-·'-·· _L ___ ._,~+_--:-:~:-~::'::-·::-:· ·:_:I'_t_. ___ J_·, 1-:i-:-·::;;,:rl ;- -,-----. -f--.-;-+---·----____ f·----·--------.... ·-·-----·--_-, -:-,-,_-: I j_ 1 i l : ; i-~ ! : j ! ; ---··-·--··:-~----.. ---·--: .,. • i t ; ! ; ; ; j . : i i t i i ! ; i t ' . . . ' I ! . , ! I • : l ' ~ ' ! ! ' l ' I -. • ! . ! . . , I l ! . '. : . ! . ! . I .. , l "I -. I t I I ! . I i -,-· ·•·· · · · -·· ·· ·· · · · · ·· •·· , ·: · -~ --:, -:-,,·-.r. -_ 11 I .... 1 ·-., ·:. i_-:-,,. ,-_· ·, ·, ·' -' -! . f ' I i. •.··c •. ·-1 .. j I ----~ --·-··-••-' ... ' _' • _:_•. • _ .--• •• ___ ._ ~ •• _ • -.. .; _, -· ~~ • I ~1 f" i I'" --1--... -·--:!-~:.=-==--~--~-.-:~ -~---____ .. · . -· ;--~~--=--tJ_;_:.J.-'~~-: ·: :· · r r i i r I i i I i ·i_:_:· ;·~t1--i- ! I .~.,._,.,_,, ______ ,.._ ~--· RI$A..-2D (R) Version 3.03 R2H Engineering, :;I:hc. 11545 w. Berna-rdo Court, #300 San Diego, CA ·92121 ODYSSEY _GIRDER G-2, G~ID C Load Combination is 2 : NEW.D+L Member ind Forces· Job ____ _ Page 14-2:i Date. ___ _ ----~-----~----------------------------------------------------------~------. . Nodes ===========I-End====== ===== J-End ===== No I J Axial Shear Moment A~ial Shear Moment -~~-------~----(K)--------(K)------(K-ft)-------(K)--~~----(K),------(K-ft)-- 1 1-3 32.37 -0.32 . o.oo--32.37 0.32 -1.39 ·2 3-4 32.37 · 0.69 · i.3~ -32.37 -0.69 1.38 3 4--6 so.so -0.40 -1.38 -80.80 0.40 -0.23 4 6--· 7 80.80 0.40 0.23 -80.80 -0.40 1~37 5 7~ 9 107.51 -0.37 -1.37 -107.51 0.37 -0.13 6 9-10· io1~51 o.39 0.13 -101.51 -o.39 1.45 · 7 10-.12 111.84 ----0.3·9· -1.45 -111.84 0.39 -0.11 8 12-13 111. 84 i....-0. 37 0 .11 -111. 84 -o. 37 1. 36 9 1~-15 93.83 -0.32 -1.36 -93.83 0.32 0.09 10 15-16 93.8~ 0.02 -0.09 -93.83 -0.02 0.17 11 16-18 53.37 0.19 -0.17 -53.37 -0.19 0.95 12 18-20 ·53_37 -0.27 -0.95 -53.37 0.27 -0.11 13 20-2.1 28.30 o.o4 0.11 -28.30 ·-0.04 0.00 14 2~ 5 .-61.46 0.04 o.oo 61.46 -0.04 0.30 15 5-8 -99.35 -o.oo -0~30 99.35 -0.00 0.28 16 8-11 -114 • 8 6 ~ 0 • 01 -o • 2 8 1.14 • 8 6 -o • 01 0 • 3 7 11 11-t-4 -108.07 -0.04 -o·.37 108.07 o.o"4 0.08 18 14-17 -79.13 -0.06 -0.08 . 79.13 -0.06 0.58 19 17-19 -28.30 -0.15 -o.5e 28.30 0.15 -o.oo W '2.... 2 O· 1-2 --4 3 • 5 4 ~ -0 • 0 0 0 • 0 0 4 3 • 5 4 0 • 0 0 0 • 0 0 2·1 3·-2 1 . 0 2· ~ . 0 . o:o O . 0 0 -1 . 0 2 0 . 0 0 0 . 0 0 W3 22 4-2 40.42 ..__ -0.00 0.00 --40.42 0.00 0.00 <:.u4-23 4-·5 -26.88 L---o·.oo o.oo 26.88 o.oo o-.oo 24 6-5 .0.81 ...--0.00 0.00 -0.81 0.00 o.oo ws 25 7-5 25.78 ~ 0.00 o.oo -25.78 -0.00 o.oo l.,.J/.p 26 7-8 -11.34 i-----0.00 o.oo 11.34 o.oo o.oo 27 9-8 0. 77 ---0. 00 0. 00 -0. 77 0. 00 0. 00 07 28 10-8 10.22 ,--, · -o.oo o.oo -10.22 0.00 o.oo w6 2 9 1 o-11 4 • 21 -o ; o o o • o o -4 • 21 -o • o o o • o o 30 12.-11 0. 76 _. O. 00 O. 00 -0. 76 0. 00 0. 00 c..,.)-S ··31 13-11 -5.23-0.00 o.oo 5.23 -o.oo 0.00 w1 32 13-14 19.0ora..--o.oo o.oo -19.80 -o.oo o.oo 3.3 15-14 · 0 • 3 4 ....... 0 • 0 0 0 • 0 0 -o • 3 4 0 • 0 0 0 •· 0 0 w~ 34· 16--14 -20.43 . ......-------o.oo o.oo 20.43 -o.oo o.oo W'S 35 16-17 17. 90 ~ -0. 00 0. 00 -17. 90 0. 00 0. 00 J6 16 11 11.~e-6.ee o.oo 1,.,e o.oo e.oo 37 18-17 -o. 46 ....---0. 00 0. 00 0. 46 O. 00 0. 00 w4 3·8 20-11 -34.83-4--o.oo o.oo 34.83 -o.oo o.oo t,J3 39 20-19 35.79~t...D o.oo o.oo -35.7_9 o.oo o.oo W'Z-40 21-1.9 _-45~74.l()e1.0 . 0.00 0 •. 00 45.74 -0.00 0.00 ~~--~·--------. ---. R2H Engineering, Inc. PROJECT_ DO'( s...se L . BY_-"--------SUBJECT--------,-------------------,--------- JOB NO. ___;.CJ....:...7:..-I +.:....4--=----- DA TE _9=---=2~4--..,__-....:...7 ... 7 __ SHEET l 4-'f OF __ ,,,._-, ~ ~ ----·------------------------------------·-----------'-\. t-.. -'--V, .. --------.. -··-------· • .• I t, ?PA-tJ • ~ I -+ . f. f. r. Pc _--. . 2. p~ ' -. ---p,f --. .. . '5 --. -1,, -? ---j . . . -. -5 <i _ _ ___ ?1 _ _ ________ r,. _ . t\ r-, _ f 2 _ ?.. . . _ .. r. _ . __ .. . · F{--. _-_ · '. :~ --J2 ; ~c O'~ ·, ~!5-___ . __ . , -8 -~--_:/ ~-: :.,= ·-: ~ ~,~-~~~--~~~ ·---• ·-·--. • _, -·--t---------• ·----• DrZ14,rJ Al. /.,-ofe,5,. • f 1 • =-,7,~ 1k ---·::=-__~::.___= __ ·_-_-·---------------_-···-__ 4-<t. 17 . __ .. __ _ ' ) !P-oT-Cl-{~ -----:·-----r ~-:·7i·.·2.. ,,__ ;_ __ - . '2.. A-"2--'2,c'.#-2; . ....; ' --~---------- r · . 1 , .. k .. --1,o - ~--7.o o.o~ ~ _ w-z-_(v3 _ -IC,'<-i-tT ---- -----4---------·----------------------.. -------------------- ·rr_--: · -i I , ••• ---·•·-·P"'-----:---·---·--•• -L~--!••-1 ---~----i-•:•--' -------------·--r·------. --. j ·· ---------------. ----------------- ' -----, . ·r-----.------' ---------r·--(-·-.-:--1-:·, I ( •• -! 1--J.··,--__ _l __ : .• ______ . -· ... --------. -·--··--i ___ • • ~. __ ' __ L_;_, : . . _ ; · ••. : _ _i_: _;_!__ i _____ : ~ __ I t , i , -. : . '--~-'._ :_; ; : -: j J_: , : __ : i _·; __ : 1__; · wz. RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 San Dieg.o; CA 92127 ODYSSEY GIRDER G-7, ·GRID D Load Combination is 2 :. Member End Forces NEW D+L Job ____ _ Page 1;)0 Date _____ _ -------------------------------------~----------------------------~---------· Nodes ====== :t-End ===== ===== J-End ====== No I J Axial Shear Moment Axial Shear Moment -~--------------(K)-~------(K)-----~(K-ft)--~----(K)~-=-----(K)------(K-ft)--· 1 · 1-4 34.61~ .. 0.02 ..:o.oo -34.61 -0 .• 02 0.11 2 2-4 34.62 -o.oo -0;11 -34.62 o.oo 0.11 · 3 4-6 55.19 -0.02 -0.11 -55.f9 0.02 0.02 4 · 6-7 55 .19 0. 22 --0. 02 -55 .19 -o. 22 0. 91 5 7-9 73.34 -0~25 ~0.91 -73.34 ·0.25 -o.os 6 . 9-:10 73. 34 · .o. 27 0. 08 -73. 34 -o. 27 0. 98 7 10"'." 12 76.13v-"' -0.27 -0.98 -76.;I.3 0.27 -0.08 8 12~ 13 76.13 0.26 -0.08 -76.13 -0.26 0.95 9 13-15 63.8·0. -0.26 '--0.95 -63.80 0.26 -().09 10 15-16 63.80 -0,22 0.09 -63.80 -0.22 0.80 1.1 16-18 36.63 -0.21 -p.ao -36.63 0.21 -0.-04 12 18-20 36.63 d.04 Q.04 -36.63 -0.04 0.13 13 20-21 9.84 -0.04 --0.i3 -9.84 0.04 -o.oo 14 3-5 -42.26 -0.-04 o.oo 42.26 -0.04 0.20 15 5--8 -67.91_~ 0.00 ~0.20 67 .. 91 -o.oo 0.20 ~6 a-11 -18.24·i,--0.00 -0.20 18.24· -o.oo 0.21 17 li-14 -73. 48 -rO ;oo -0. 21 73. 48 0. 00 0 .18 18. 14-17 -53.62 -o.oo -0.18 53.62 o.oo 0.16 19 17-19 -19.41 _ .--0 .. 03 -0.1'6 19.41 0.03 o.oo 20 1-3 -39.SlY -a.do o.oo 39.81 o.oo o.oo 2'i . 2-3· -0 . 0 2 ,,...--0 • 0 O· . 0 • 0 0 0 . 0 2 0 • 0 0 0 . 0 0 2 2 4-3 21 .. o 9 V -o . 0 O 0 • 0 0 -21 • 0 9 0 • 0 0 o . o o 23 4-5 -17.97~ -o.oo o.oo 17.97 o.oo 0.00 24 6-5 0.24 0.00 o.oo -0~24 o.oo 0.00 2 5 7-5 1 7 . 6 8 ~ o . o o o . o'o -1 7 . 6 8 -o . o o o . o o 26 7-8 -7.55,........ -o.oo ·o.oo 7.55 o.oo o.oo 27 9-8 0.51 o.oo 0.00 -0.51 o.oo 0.00 28 10-8 . 6. 81.......... -o. 00 0. 00 -6. 81 O. 00 O. 00 29 10-11 2.94--o .. oo o.oo -2.94 -o.oo o.oo 30 12-11 0.52 · o.oo o.oo -0.52 o.oo o.oo 31 13-11 -3. 68 ....-· 0. 00 0. 00 3. 68 -o. 00 0. 00 32 13-14 13.45/" o.oo o.oo -13.45 -o.oo o.oo 33 15-14 0.49 o.oo o.oo . -0.49 o.oo o.oo 3 4 1,6-14 -14 . 15 .....--0 . 0 0 0 • 0 0 14 . 15 -o . 0 0 0 . 0 0 3·5. 16-17. 23.61i,--o.oo o.oo -23.61 0.00 0.00 36 1a-11 0.25 0.00 b.oo -0.25 o.oo o.oo 37. 20-17 -23.93/,,"""' . 0.0.0 o.oo 23.93. -o.oo o.oo 3 8 2 0.,.. 19 2 6 • 4 3 ~'-D · 0 • 0 0 . 0 • 0 0 -2 6 . 4 3 . -o . 0 0 0 • 0 0 · 3 9 21-19 -2 6 • 5 5 .-tVei.a -o . o o o • o·o 2 6 • 5 5 . o . o o o . o o R2H Engineering, Inc. -RISA-2D (R) Version 3.03 11545 w. Bernardo Court, #300 San Diego, c~ 92127 ODYSSEY GIRDER G-7, GRID D Load Combination is 1: ORIG D+L Member End Forces Job ____ _ Page ,..;1 Date ___ _ -----------------------------~----------------------------------------------Nodes ====== I-End ===== -== J-Ehd ===== No I J Axial Shear· Moment Axial Shear Moment --------~---~-~(K)------~-(K)------(K-ft)----~--(J)-------~(K)------(K-ft)-- 1 . 1-2· 33.92 0.02 · -o~oo. -33.92·--0.02 · 0.11 · . . . 2 2-. 4 33~92 -o.oo -0;11 -33.92 o.oo 0.10 3 .4-6 ~4.14 ~0.02 -0.10 -54.14 0.02 0.03 4 6-7 54~14 0.21 -0.03 -54.14 -0.21 0.86 5 7-9 72.41 -0.23 -0.86 -72.41 0.23 -0.06 6 9-10 72.41 · 0.24 0.06 -72.41 -0.24 0.91 7 10-12 76.09 -0.21 -0.9-1 -76.09 · 0.21 0.06 8 12~ 13 76.09 0.20 -0.06 -76.09 · -0.20 0.85 9 13~ 15 63.2~ ~0.19 -o.85 -63.28 0.19 0.08 10 15-16 63.28 0.01 -0.08 -63.28 -0.01 0.10 11 1E~ 18 35.73 0.14 -0.10 -35.73 -0.14 0.65 12 18-20 35.7j -0-19 -0.65 -35.73 0.19 -0.09 13 20~ 21 9.47 0.03 0.09 _-9.47 -0.03 o.oo 14 3~ ·5 -41.41 o.o4 o.oo 41.41 -0.04 0.20 15 5-8 -66.67 -o .. o.o -"0.20 66.67 o.oo 0.18 16 ~-.11 -77.64 0.01 -0.18 77.64 -0.01 0.25 17 11-14 · -73.11 -0.02 -0.25 73.11 0.02 0.09 18 14-17 :...53.20 0.02 -0.09 53.20 -0.02 ,0.25 19 11-19 ~1s.67 -0.05 -0.25 18.67 o.o5 o.oo 20 1-3 -39.01 -o.oo o~oo 39.0l o.oo o.oo 21 2-. 3 -0.02 -o.oo o.oo 0.02 o.oo o.oo 22 4-· 3 20.67 -o.oo 0.00 -20.67 0.00 0.00 23 4-5 -17.69 -o.oo 0.00 17.69 0.00 0.00 24 6-5 0.23 , o.oo o.oo -0.23 o.oo o.oo 25 7-5 17.42 o.oo o.oo -17.42 -0.00 o.oo 26 7-8 -7.97 -o.oo o.oo 7.97 0.00 o.oo 27 9-8. 0.47 o.oo o.oo -0.47 0.00 o.oo ta 10~ 8 1.21 -o.oo o.oo -1.21 o.oo o.oo 29 10-11 2.15 o.oo o.oo -2.15 -o.oo o.oo 30 12~ 11 1.41 o.oo o.oo -1.41 o.oo 0.00 31 i3-il -4.14 . o.oo 0.00 4.14 -o.oo 0.60 32 .11-14 13.66 o.oo o.oo -13.66 -o.oo o.oo 33 15-14 0.20 o.oo 0.00 -0.20 o.oo o.oo 34 16-14 . -14.01 o.oo 0.00 14.01 -o.oo o.oo 35 16-17 12.14 -o.oo o.oo -12.14 o.oo o.oo 39 16-17 12.14 -o.oo. o.oo -12.14 o.oo o.oo 37 18-17 -0.32 o.oo 0.00 . 0.32 0.00 o.oo 3a .20-11 -23.71 o.oo o.oo 23.11 -o.oo o.oo 3~ _ 20-,19 ~5.41 o.oo o.oo -25.41 -o.oo o.oo 40 21-19 -25.55 -o.oo 0.00 25.55 o.oo 0.00 ;.;,....---......,..___~---~-----·--------·-·---·---- R 2H Engineering, Inc. PROJECT 60(;,sgj BY _______ ..a.-_ SUBJECT~----------------,-----,----- P, :::. ' r.. 7,o ----------·· -· JOB NO. °17/44- DATE C,-'24-,7 SHEET I~ '2.. OF __ . --_____ _,, ------- New ~o.AC I rJ 4 _$ Fi ~ ... ,. -~ --------------·----------··-7,o f2 z ~ 0,0 f'-3 ~ o.s, ~ _·.f 4--. ,:--~. 6. 2..~~-.,.·_' ---~ __ : __ ... __ · _· .. -.. P. -.0,0 ~ 5· - ,P, Ip P, fs :::;' of! . .:J!. \.f o .. tt> ·o. --z. ~ 1.,· o. -i.,. -----------------· ·----·--··-----·-· -----~------'--------------,.-------- . ---r ...... --} I . ·--·' ·• ________ .. --~ . _____ ! ----·_ t... ; ~ )-'-'...,.....----~+-------·~: I · ' : · :· · I •------------------------------------~-'------------------------_.;,._-I --· ...... ·-. j__ • • I ~ _ .. --. ----r .. _ ' -t,---·-,--·-·-·-·-r -----·- -J---------------. ---· -··· • ---! ..... --· -· -' -~ I ·.---· ·------_-,-.--\ -·-. • t .. :-·--~--,--1 -.·--; -------i--~----~--..... ------+--------·-----·-·--.. ·-- -_, -' ·1 -' --; -' l --•• ---·- -___ , -~-----------------l --' ' -~·---------·--·-.:..·-·.:...I-------·-··-·---·-----, _, ·~·------. RISA-2D ('R) Version 3.03 R2H Engineering, Inc. 1154-5 w. Bernardo Court, #300 · San Diego, CA 92127 ODYSSEY GIRDER G-8, AT ~INE D Load Combination is 2: · NEW D+L Member End Forces Job. ____ _ Page I?~ Date. ___ _ ------------------.----------------------------------------------------·----Nodes ===== I-End == -----------J-End ===== No I J Axial· Shear · Moment Axial Shear Moment _________ ,;_ _____ ( :K) ;_ ____ .., __ ( K) --:-----( K-ft) ----·.,,..--( K) ---.:--~--( K) ------( K-f t) -- 1 1-3 25.37 0.26 · o.oo.· ..;.25.37 · .;.0.26 1.11 2 3-5 41.75 ~0.34 -1.11 -41.75 0.34 -0.25 3 5-: 6 41.75 0.28 0.25 -41.75 -0.2~ 0.88 4 6-8 66.47 -0.25 -0.88 -66.47" 0.25 -0.10 5 8-9 66~47 0.27 0.10 -66.47 -0.27 0.98 6 9.;_ 11 76.15~ -0.31 -0.98 ...:76.15 . 0.31 -0.07 7 . 11-12 7 6 . 15 0 • 3 2 0 • d7 -7 6 • 15 -o • 3 2 1 • 0 2 8 12-14 70.69 -0.28 -1.02 -70.69 0.28 -0.10 9 14-15 70.69 0.25 0.10 -70.69 -0.25 0.89 ·10 1~-17 49.99 -0.25 -0.89 -49.99 d.25 -0.09 11 17-18 49.99 0.16 0.09 -49.99 -0.16 0.56 12 18-20 25.24 -o.53 ~o.56. ~25.24 o.53 -0.10 13 20-21 25.31 0.16 0.70 -25.31 -0.16 o.oo 14 2-4 -25.37 0.07 0~00 25.37 -0.07 0.30 15 4-7. -57.58 -0 •. 02 -0.30 57.5~ 0.02 0.14 '16 7--10 -74.78 / 0.01 · -0.14 74.78 -0.01 0.25 11 10-13 -7'6.99~f'<.,~21,~,-o.01 -6.2s 76.99 0.01 0.19 1.8 13-16 -63.83 0,K. -0.00 -0.19 63.83 0.00 0.18 19 16-19 · -35. 75 -o. 03 -,o .18 35. 75 0. 03 0. 00 w1:. 20 1.., 2 -34.04~ o.oo o.oo . 34.04 -o.oo o.oo c.u) 21 3-2 22.63,_,....----o.oo o.bo -22.63 o.oo o.oo w4-22 3-4 -22.11~ o.oo o.oo 22.11· -o.oo o.ob 23 5-4 0.62 o.oo 0.00 -0.62 0.00 0.00 W7 24 6-4 21.95~ -0.00 0.~00 -21.95 0.00 0.00 lv<.:, 2? 6-7 .... 12.32~ -o.oo o.oo 12.32 o.oo 0.00 26 8-7 o.52 0.-00 o.oo -o.52 o.oo o.oo L<J7 27 9-7 11.52---0.00 o.oo -11.52 -o.oo o.oo ~g 28 g.., 10 -2.08 0.00. · 0,00-2.08 -o.oo 0.00 29. 11-10 0.63 o.oo o.oo -0.63 o.oo o.oo ws 30 12-10 1.26 o.oo o.oo -1.26 ~o.oo o.oo L.y7 31. 12-13 a.13....---o.oo· o.oo--8.73 o.oo o.oo 32 14-13 0.53-o.oo o.oo -0.53 o.oo o.oo W(p 33 15-13 -9.50 ~ -o.oo· o.oo 9.50 o.oo o.oo wi, 34 15-16 19.19 t-----o.oo o.oo· -19.19 o.oo o.oo 35 17-16 0.41 o.oo o.oo -0.41. o.oo 0.00 '-1.14-36 18-16 -19.74 ~ 0.00 o.oo 19.74 -0.00 0.00 (..u;, · 37 18-;1.9 . 22.75 ~ o.oo 0.00 -22.75 -o.oo 0.00 38 20-19 o. 10 V"""' -o. oo ·o. oo -o. 10 o .-oo o. oo W?-39 21-;1.9 -32.82 We:L..Q· -o.oo o.oo 32.82 o.oo 0.00 RISA-20 (R) Version 3·. 03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 San Diego, CA 92127 ODYSSEY GIRDER G-8, AT· LINED Load Combination is 1: OR;rG D+;L Me~er End Forces Job. __ _,... __ Page llo4- Date ___ _ -------------------------------------------... ~---·----~-------------------------- Nodes ==== I-End ----------======= J-End No I J: Axial Shear Moinent Axial Shear Moment ---------------(K)--------(K).:..-----(K-ft):-------(K)--------(K)------(K-ft)-- 1 1-, 3 24.88 0.25 0.00 -24.8~f _-0.25 1.06 2 3-5 41.3L -0.32 -1~06 -41.31 0.32 -0.23 3 5~ 6 41.31 0.21 0.23 -41.31 -0.21 o.86 4 6~ 8 66.i6 -0.24 -0.86 -66.36 0.24 -0.09 5 8-9 66.36 0.25 O.Q9 -66.36 -0.25 0.92 .6 9~-, 11 76.50 -0.25 -0.92 -76.50 0.25 0.08 7 11-12 76.50 0.25 -0.0B -76.50 -0.25 0.92 a 12-14 10.21 -0.25 -0.92 -10.21 0.25 -0.01 9 14 -15 70 . 2 7 0 . 2 4 0 . 0 7 -.-7 0 . 2 7 -o . 2 4 0 . 8 7 10 15-17 49.48 -0.24 -O.S7 -49.48 0.24 -0.09 11 17-18 49.48 0.16 0.09 -49.48 -0.16 0.55 12 18-20 24.93 -0.52 -0.55 -24.93 0.52 -0.69 13 · 20-21 24.99 ·0.16 0.69 -24.99 -0.16 -o.oo 14 2-4 -24.88 0.07 . o.oo 24.88 -0.07 0.29 15 4-7. -57.21 -0.02 ~0.29 57.21 0.02 0.14 1'6 7-" 1-0 -74.95 0.02 -0.1.4. 74.95 -0.02 0.26 17 10-13 -76.74 ~0.01 -0.26 76.74 0.01 0.18 1a 13~ 16 -63.21 -o.oo · -0.18 63.21 o.oo 0.1s 19 16-19 -35.31 -0.03 -0~18 35.31 0.03 -o.oo 20 1-· 2 -33.4b o.oo 0.00 33.40 -~.00 0.00 21 3-2 22.20 0.00 o.oo -22.20 0.00 0.00 22 3-4 -22.77 0~00 b.00 22.77 -o.oo o.oo 23 . 5-4 0.60 o.oo o.oo -0.60 0.00 o.oo 24 6• 4 22.04 o.od o~oo -22.04_ -o.oo o.oo 25 6-7 -12.67 -o.oo o.oo 12.67 o.oo o.oo 26 8-7 o.49 0~00 o~oo -0.49 o.oo o.oo 27 9-7 11.92 -o.oo 0.00 -11.92 0.00 0.00 28 9-10 -2.34 o.oo o.oo 2.34 -o.oo o.oo 29 11-10 1.so o.do 0.60 -1.50 o.oo o.oo 30 12-10 0.38 0.00 o.oo -0.38 -o.oo o.oo 31 12-13 8.98 -0.00 0.00 •8.98 o.oo o.oo 32 14-13 0.48 0.00 o.oo -0.48 o.oo o.oo 33 15-13 -9.69 -0.00 o.oo '9.69 o.oo o.oo 34 · 15-16 19.12 -o.oo 0.00 -19.12 o.oo o.oo 35 17-16 0.40 o.oo 0.00 -0.40 o.oo o.oo 36 18-16 -19.65 o.oo o.oo 19.65 -6.oo o.oo 37 18-19 22.47 0.00 0.00 -22~47 -o.oo o.oo ~8 20-19 0~69 -o.oo o.oo -0.69 o.oo o.oo ~9 21-19 -32~41 -0.00 0.00 32.41 9.00 0.00 -------~-_,_........._ -·~ "-----------------· ----·-------------· R 2H Engineering, Inc. JOB NO. 9711-1- DATE 9--ir::;_.-97 PROJECT_ OD,'s;s~ t BY _______ SUBJECT i'<ocf' Cbvet?e-.0 ~ c::.1..,051..1~1:: SHEET IS$ OF __ f ' . · l ·. ; , , , -' ! . ---L----------- R QO-r .,for ~TS J · .f L~ ~,> -~p,(~ ; . t}-Dt, --~Yz.. I{ ..:.~t.. '-< .. --:;;._-7 !_-5'--11.: -· lvL ~ (Z ) ( • o "Z,.,a ) ... . . o4-o ~~ z:·. (,lot$)( I~) -_ · (1.,-~t1,15'i ,.,X,.2.5) e -··. . ) < '?,, ofo I:-- ., <t· l.f I lj --:,PM.,,._ JO ~-e,. -:,'~ -iY, -. 10-1 £-OT, ~ . I C (:,1,._ Pi.. _s. • "'~ c;:, t1. :::. l (.,OlP-Z.:l: fO,O~ ) ~/8 .737 . . -. _,_ ---. -. --.. -.. I ·· • '( · · 1 ) '1.-I (. 'V, x-I \ a 11!. i • 02 2 to, "Z;:i / 8 __ + _ .. 2-.n, .I. /q 6:o 4-. ',j,."~":"' .-, / ",,f .~::: •'. I•~ • :\ •i, 7#• : -= _( er-( )( La ). < 7. $(p ( 157-7 )( 1.15 )(_ r. 3-) (r,_:5 )_ · ~ o l.1_ C,A-Y , ./0 o -I - I t· Z -.c(.., =# __ 2·_ ·-- ·•1 . e '2..4 ~o;~---- ~ ·:z.,b7S' ... . ~ -. ·-----··-- -~I fl.:At.t f'L.. ~. , '2-5:°0 ~ .. . . -· ... -. -------------·-__ ._'1.,',t. f!, ___ ..[ ______ _ J41 ~ :-·"'--z.: :.;_ ~ :z.. /8 ~-:f,417 ~ '.··@0f-%_~-~: ·: __ : _ }h, .r;c,C7'/fl-~ ~'lo-')+· ( .'3.ir: ~ _('3,J"k ~ ·,:,;~"" / . --. . . r ~. ~---··-. _ e . --q. --J_ _ . -_ . _ -. _ rJ" ~ -1~3 -~, :::: : _ .=·:· ~-· ~ -'4 · f,4!7 "'' .-_ ,.,_ -. ' ··-. · .. -· -ro.z. ~-, ',:c-i-;.-r,,;;/-'c-...~7--I+ ·· · • · ' +- ·------·---·-. l,d). ,,,s .. ,.~ ..... ,.,~ . -_ . . ... -~ .. _· :_. ·-. . . ll ·;· .-. .. -:-.~~-r-.. ---: --·--.;_~.:-... ~:. _-:_~_,_:-_·. ----~~~-~~----~-=~---. ' )-. --··--+---l ·-------~----·----~, _. - • j • ' 1 ' t , I ! , f 1 ~ --~------~--. -· ----. ·--' ~---· -. ----·-------------------------· --: ----. -,-. ----··--------·1-~---- 1 ---_----------_-·· -~-----------------! ____ ~---· ~----• · __ . l j. · t--~- ---i 1.' i ·---------·. -· -------------··-----------~--------. ·-·-·------- ---------··· ---··-------'----~--~---------- R2H Engineering, 1nc. · JOB NO. 97 I 44- PROJECT DO '"r $SE '1' DATE Cf~ ')0.-97 --SY _________ SUBJECT ofe~. E:N_CL..'bS"u(<e-SHEET t 7¥:' OF __ Ckv w/4u--S.PA:i;i1-;fc, ---i-l_0-R1=i:-;·-·:.z: o-~ -e,:t, __ SPA,J .. --:: 6'-<--- : • 02-7{.:> ... -z---u:> ~ ~~--~~-~~-~--~:. --> ----··· ---..... • --~---------1---••• ,.. ·------·----------TH, .• °' --~-~~~~~=~-= -· M' -=----· e,·o~.:,~ -)( 20.:60 ) 'y~-_:::: -_· 1. ~ e 1 ~ _.---_--i ~~--· -~ ----~-! · . 1 -~--------·---· --.. -. ·-' r . ; .. . . _. __ __,_ _ ___, , : , I • I • ' ,,-:-·~--.~-J:.--···: ~--:. . ~~o'z2,f'!;__ ______ -'_L1--_ .... , -_, -'--' : .' : ! i ! ! l ! :__l~-- ·_:r=~:::.-:=::.~~-=~--·::.:...:.~·::_:_~-~~--.: __ ~4~~r:~~) ·7_ =:_·~-~_:._ ________ .. -·--.... r·~-~ :·~-,-:-~::_-~/.-- -----:-.---:-·::." · __ -: 'j,i_p -·:: (2S,3 )(, 00£&1.):~-~-~-:~::074-··--~---------~----------· ------- k ~ J (, 074) ...._ 1-('2.. t. f:174--) ? J ':>.. -. 1\, -= . 41'f-.c. , "foolc I, 1~ --. .01.o7 --- +· s : -- CAN ~P.A--.\ .. --~~-'.~~1'~u.y ~ ""twee:rrJ . -. - ·•-! ___ -··-------' .· .. · 1 -___ ..,__ -......... --------·--· ----·-:-·---~_;_~-·-~-.. i '-:~-~;___:___i· :. : : ' ---. ----,-.---------------'--! ' I , __ L_,_ :1~. ;. _ __. ___ -:---·. __ , -~ . ·-·; ·-.. . .. ---.. ·j---.. -----------1· ,-. l ' I ----~-------·· -... ·---~ ~-i__._·~· ---~-- --r ---· --------·-··.--;"'-· . ;-·-------------·-----'------+-----~----+----· _, ___ i_:_ . . , ! I : __ , :------------,--I ! I ; I ; I i r-; • : ----------'--------+-----~~! -i-~ ......-,_._,t--_ -~,.-.------·-------------........ ------· -·-· _____ , -' .L,I ',, ,. 1' j I II ', ------·--·--· ·---· --• ---• ----r-· -• . - . __ !__:__, _ _!__: -·-· : ___ ._____ r : , , ! 1 ' I _ ~-_____ :_; __ I ·--1 -~-·---' _, ·~-• _ _ _ •• ~ • ~ ----~--.. ...-.:..----'-.... -.L-:.------,---1--f_:......;__....,_'----i --t'-..:......!........:-;_.....;.....J'-!- ' I h-r:-~·r7-h--: -, -~-·::J _ _. __ j_~-~-------~---(-..:_;._LW-t=-17-!'-'--I -'----'--'--'-;-j_iJ i . .....;r-,-1-· +-l--f--'l--!-+-+-+--f"""' ---1 : : ~-'-+--~-+-------·-f--l.------'----~~---: +-H-H-H , : ~ ; :-1 , r l i l I J l_L! l j l ' t· i I I I I I -I / I I I I r I I I ! I I ·1 r R2H Engineering, Inc. PROJECT 6P'f ~~"( -------------- JOB NO. 97 144- DATE 'q-2,5-°17 _ ---l-----· _ --... D IAf H /<.A~ M CAL-C t)fv!,. 7,6 u ~ , __ ·-_ I •. . . ~--: .. · -~-:-:~ ~-: ·th .. ·( PM!?'-.-_ -~o.iro-~ ihf'i$""i.a ___ c:i,.; , ~ Te& ,M __ c/lJL~c,.>..ei~ 1<:>~J= .. . ·---. ---·-. , -. F ~ . (I.:; 'L~1o'f I&;_' )( I~ }(,_1~0-_) ·=. -_,-"'·fs-Y, ~ ---~_:_· ' --~-----------_________ .,. ------·· ..... :· --. ---~ -------. -------------------,-~----' • i: . ' t _ ... ________ . K'\'.$, ~-A~ __ Ai::l.~~~~ ~ ·o,._i . e~7~,o~----~~~JP..e;_ ~~0---------=-=--~- -+-l_:-c-: -'----~'-. ---··--, ',. , ... ; ------, --..---: ·-rr··---· .-· -.-~ ,-r· r_ I f • ' • J --:---~~--; -' ! l • ! l I::: =-J; )(-4."~v.o. -~ . :-=·--· __ , -----. ,ie~--<'-,..f~---·---;~ ,-------~'...!-~-~ l . . .. ( I, 5 . ½ ~ ,._ 92 ) . . . . . . 'I 61, -.. --·· 0~ .• .f ;t\I J,'f=> . 1 .. _c.. ' -• ' 1 ' ' t -i :4_i _ _., ___ ; _' __ , ____ 1_· ;_:___ _ ___ ! _, -··--: __ : ___ ,_· __ r-' - _,t-o·or--/.-cJA:o :e (.15-'?~ X. .. ou X lo.,i.?7'} · =-" · .. o_"i-1.. kl, ·· .. ··· ---------. . - z r ~ .,t...7$ +. ',<>o t--, o-z-i _-== . .-99; ~r: . . ,-·) . I II --$f' ArJ' :::: l (p -!!> 1)€:-P1l-r :z. B : o 1. . ~91 ( -~~7 )( H.,~<,,? )( *-)( i;:,) - --;,fA,J :::: '3., :,~ ---I "6,PtH :: 10,<o-i 1/z t... ~,~,I Ar-:k\. c.. V 2. ·(-Zow $-I c;·;;e e. ~11; o· <;. '¢.JJ ~ ~~L• !:=DC.~.$, . . '.2 ka....rs ~+ ... ~ ~ . eitJ. ('2.,IA 0$!., ~/J. I • e,. . Ice{ a...-4 -=,~<·:_--:p·F . . .... -4 -----"·· -- !Del_ <Z..-1'2. ~~ !·:F._t-J . -· . . --~-+----------------·-· -_, ____ -·-·-·--------'. ----·-----·· 1--: -·--, ·-'-! · .--·-··----·-i····---------·--,-··-·j---- ___ -· --.-. ·-·-. ~. ·--~--· . ' ' . --·-------_________________ ..., ____ ~---· ----·-· -·---i . -1 . --!--__ -'--___ --'-_----· -·. -: ... :. -_. ___ ;_ _________________ :._ __ ··. -·---·-·-··j ___ ;__:_____ , ____ -----·1 .- ! . ' i --· _-:=--=-=-~~~--=---------=-:· 7-=--: I I -j-; -! .. ----1 : I ' i -. . _ . . . , _ _ ! I _._...;....r~ -----·----------. --------·---·- R2H Engineering, Inc. JOB No. 971 -f-4= PROJECl-: 0DY'5'5!:!:f DATE . 9-z,3 -97 13y_--'-----------SUBJECT J:SOof= Cn'1e.<Re::D ~xre_R IQB e.-.JCl..o~uRe SHEET 1?8 OF __ --,._ ---..-----· -------------·-. _,_ . ...,....---,---~--i . . ' . . ··-------· --·-- I I • , l-t :: ll. "',~ --~~ ~ 1-/,oo· · • '-< ' U ·C.HI) . --- . . · So1..-1,0 · c;~ov7t3.0_ · -; -· -. -------·-.,.._.,._ ·--· -., ---~ -. -----.. .. z_ . -... -1 , · .-· f , · i ,_. -. I --~.:--~--=---=~= ~--. _ ·_ M, =-(.,ooiJ · o<y~ .)( 1/.o } / 6 ·-=-. ; ·4-z:_ : _____ --~-.-=-___ 4+-_4-:e.. 24~,;·.;=:~-'- ..., 1 . ·. . · ·:-···-'2.o-o -----._ · · ; t ~ : --· ""-~_: _ _;_i_~';_L.:__: --(8)~-$-(V) • : 1 i -.... -,• --.·-···--· -:--'f.· :-... a ,. • --e. ,. 0 0 .'2,.J <=r ----... --. . . . . . it ______ . ___ · _____ . -----=-__ , __ . _____ z.4-. >c ~ e ,._ -------. ,. i --, ___ .......... ,:__J---~--~,:s1-~·-· !llf ~ (2.~,.a x .. oc~/'1) = ~or;t_4- k z {(. o Sto4-) .._ +('Z )(. O~(p4) 1 . -• o '?lo4 -= .. 2,8 4-z_ ' 20 4--z_, = ·, 70 53 3 ---. . . ·-. C .1-z. )(P--)( z.) .22$ ic.s{ < .. ZSo><:I .. 3J ( 12 )( '3, 8 I ) "? ( , 9o'S".? X :'Z-B4'2.) ····· ·· · ·· ·· · ,. .. · ------··-.... -----. --'-----------<.-.... ';').J--: _ ( ;42. )( I·'-) (1 '"2. J --(. 7-00 }( ~+ )(9017~ X :>:8 I } \ . ""3. <a 5 k ~l L.lrJ :ftR-:: i)~S /.:;1,F' ' w 0 c.~: ('3.s:,J( ~0,,2) +.(~ ... ""?,·/)CA o·n) ~ .. ;;.b-5 Y, ______________ w.L:,__ "2 · cs.11 )C o'Z-o) ____ · ______ -z-,ioi---------1 ;.4 ,~--1.1, f< :i {._4~0 )( ,1'72__) 2-/,J? ~ .. "" .. .. -·----------. -. ' -. . . . .. -· -.. -----. - · •------~--· ··-· . · e -{;,1'71,·J( 9.0) 2:/B -·· = --~ ··· -----;-:----·--.----1-:-... · · -·t-: ---. , -·-+-·-M . . . /1 ·-,1<,::,. ---------,-------,-~----- •. i ·--·-·-·-···· .. --~---· --·· '-·f ---· ~--_ -----·=:_·: ... -·--·-· _ _!" ___ ,_----:-_:-·'1.~~:~-~=~-=-.::._--:·;_i_:~: ·.:: ·_:-_: __ ·_·_~_: ~--=: -~ :,, ... ~~ -_!-._ ... I IF, .. ____ . ---·--·---·-·-.L. -----·-~- . . · ·· ------· -·---··--r·----------r ·-·---·-··-· :·---2 -~ ~--,-(H' --;---:--· _·· ~-... ·: ·. -· __ -i -:::. ----,(pf . . --------_-. _-' 0o;z5._=· '..· T ,·,: : -·___ . -~: ; .; f _r., I_· ~~1: ---c::,J7~:1;-~ '-·· --___ : _7.r,~)t ?1--.. ·· · · -~ I : -. I · , . · . '. · ' i ' ·1 1 ' : ' ; i I I 1 1 I l I ....-0' ,-;-., ' -r_-,.o _LI. I -·;-... ··;· .-.-.Ln{'--==--~{ZS-:~}C.oo·u).~~ --,-:kfA::~-; ::-'-:--·-----:..-i~~-:_j ':' -l'-~0 --11-=-·; ~. --1 . ' ; _l ' __ 1 ' : ' ' -! . ' ' ! l 1~· I. . i i ! I I I I I i --'~-:r-.A-,t,:_C:.. . i I ' I ! · : I J ~ fl : : ' ~ :_·_1 l • : 1 , ! I j I !_J_J_L__I 1· i ~S= -fr(\--f'j...,.,i 4 I L ., ! '--..._ j. ~:j I !••11, I : !,i-11,j l -t ·. ~ ; I I : ·~1-----~:-t -~--·-l-~ , . :_ ~ ~ ._; ~ ~ i ! ~ I ; i _. f ; i : ~ ; I ; . -----·-. ---·-·· ---------------------- R2H Engineering, -Inc. JOB NO. · q 7 ( 4---4-- PROJECT 0 f2:t:s&G::( ·By ____ --.-__ SUBJECT ____ _,...-,.----~-...,.....------ DATE 'r -2--'S -77 SHEET l-~'l OF __ . ·-+---------- .. ) . -• ?,,o;.o - .3 • -----------~M' 0-•-••--' -·---~ ------------. ' ' . ·------------·--.----- I ·p-'S ~ -c~. '1 '-i-c , .2.. ) . (-L, [ )( .:"!'Do )( ~ 7.. -) ~ . ·-z..r;7 ":-;r_; ~ z.f..,, .. -:;j_-~-~--:-.:: ~----~~: -----'--·· --·------·-·· ..... ---------- · 8~o ,... -1-.. I \( . ( 'Y I ' t) ) . . . ~ , ~, '-) , l. f,oo J~ U.,01 {,011 ·--·---..... ·-·-' ... -. -• ,:.l~-· ._,. --,----- = : .'Si f~ • -l · -~ , ; 4 . . . . +. J.-z,.i.,_, + ( .. .Ia ? ~ )(--2?; • ? t. ) =-:4. ~ t. ._ ' ........ 1_. ~v ~ 0 ,<S, )( ,1.,;, ) · z._ w a.t/ > eFP-e.J--...,.~ · l?Y · · IN s f~c.:po,.J ~ · · · · · ·· ··· -· ·· · · · · · i"I&",;/· .I ~I A{;:~c./. ( ~-''A~ t:.-/ ·-.,-_:. ·__,-,,,..· lj Or Cu..::-.A,,:, r''-"' '-tv -r i.;;, ._... •. ..,~..,r.-{'<oorl.l.\ --·--10---IA~,;;;,. ____ f-Z.-------~==,------··---- ,,. ·-----· -----~--~--------- -----'-----_. ________ ---.,,..,.. -----------_.,_ ---~-------- .R2I-1 Engineering, Inc. JOB NO. 7714-1 .PROJECT 00_'1 SSli: '7' DATE f-2.-8 -17 BY ________ SUBJECT_....,.... ________ __,..... _____ _ SHEET tr,Q OF __ ... ' r . . : . .... -· '"--, ·-----------------'---'----=----+----'----..,__-I ._ I;) i... . . ' .. --+------·----·--·. -.... -···--. -· _t _·, __ . __ ' -·-· _' _: __ f ·-----~-____ !_ __ ·--. ----~--------------------~!_: ' -------! . . • -: . ' -----;-; --,---,-, -,-i-' --,--, -~---,-. --,----,-, ..,.,.!_,.... ,, -----,1:--:-, ---:--!-. . .. . . ·,£2 .. , • {.,/ -. ~e . -:, Do /!J'-______ ..._ __ ~! _____ :__;--+~-;_:..J.._(._h-'-'-_._, _. ___ _,__, -~L----,--· .. ·-· -· f. ___ -. --41.r, '2.>)09-2, . '--·. -'.--"---... · __ . __ ,_, --~----<'--'~---··-----~---~----1 .J. ··-.... -'. ""f z. ( z i;;, e )( . o o i~i) 'L ···; o;t, (:)~ ·· _ _,_ ____ _. .. -~--... --.----~ ~---·--------------------_ .. _______ ------------- ..• 1-·-··· l '··-t--~----·· •.. ) . -1-·-----.. -· t -· :t.41~ ,- °? , '1( B . ~ _ z_ if'-"7 -e-A JAH,3 _= ---·5;1~v '-<--st--, ·-:--· -.-.. --e·~;,.-~·a lf-;q;;_.s ~- ' ·-. -----, --~--•--------·--·--'· --·----------------------· --·------------- ..... ;.. .. - 1 --·----···------·--------·--··--~-----... ,-; : -. ; : ! t; : '' t . ----··-·· -.. -----------------.......L.----~-'--------1 ·-·· -~ -____ ._, _____ ----,..--_, ----· _ _.__ ____ _ -·-·---· -------. -~--------- R 2H Engineering, Inc. JOB NO. __ i..;..7_i4~f-__ _ PROJECT Of?'t ~$43'( BY ____________ SU~JECt __ -------------------- DATE_9..;.._-~~-"'o---'-~_._7 __ SHEET I G:o / OF __ -~ ___ ,__ ____ _ -. •--· ---· . --• ··---.·._ -.L ___________ . ··• --··-· . ---·····•··-. -..-· ·, . ·----. -·-······ ____ 1. ___ -·-'----____ • _____ 1_, r/Qo,J T or= _ EffQ'f..J $'P1=<.~ T--e.~su,e5 -. ' ·-. ') J I l(, -r.,:,r ~ . ('B }( r.24 ,~7 }{t oc, -z.. .. + . .(,r,r,,_ )(,. }( n:l}) ,0'?2...) =-·- .... ---• ;_ ---r • •·· ·-- ---------·~----~---.. -... ------~ ---------------. -----·--______________ , ___,l ___ _,__ _ __J _____________ .. -~ --··--·-'-~-·-"--T-----r----+-t· --,--.,-·1---....---,-l---,----,---,-l---l . t_r ~ . 3?>,~. 1_ • .•• ,. -,_· ____ • __ • ____ :~--'·: I ! '.....:.._.:._,__· ___ ___,,~_ tZ. l.> k _· ... -~~---· ----· ... -----~---·: _____ --~ . .-.:.~~-~ -----, . ., fieir :5 e.A ~-2. -a ::Lo,J c; . ~!){Sf .>H,i,4,t{ _ (r~.o-)(t) : ,.0 ?~ l.,:;.( (1,(p7 X. e.~ )( za t, ). ',:I :SHGF.A.~ ~,..,.y:: t!> ~:o.. . :~,:;ef~~f!0'} -,.i..., I • / .::.-- -~------·------·· .... -· -. _ :. '~IJ~s-~----2-•1r3~ H-:,o~s e Z-!) · rt~.s ~- ~~ T"~r5.· ' "' I · -z:. • be 2-8~ , 7/p-'3 X-2-5 . . -' --· -------~ ----T . ' ... --. --·-··--~f ~ -.0~1 ----------------------·------: . -------~ ---------- -·-:.'"-'-""...,,..;....---,.,.· .. ~~ ,.. . .. ----. --· . R2H Engineering, Inc. PROJECT . 0.0'( ssey BY _______ SUBJECT _______________ ......-______ _ JOB NO. C/7 t 4-4- DATE ~-zs-17 SHEET ~ ~z.. · OF -- ~e-AA. w.At4-c.. "°oJ TH U\ -ST eJo os=-' : :&1 c.t.o.~U~£, -(1:~_ie..-~/!t,.__).,----1 w '-'At&.,(.. -( 11 .. 3 3 JC o 7 '--) :e 1 , 0 .(;. 4 /, P. --. . ·-. . , . : . -r . _·.--: . I..; -.. l:v ·-. . ... ··V,:,.. ,(. 't ~ i. )( .. <==f ' ) = --! ~ .. o 1:\ .. --..... , .. -. -.' tyj~;.;zpp !>P?:4 _ (_WA-I.I..) V l-"'" (.~ B} ~ )( ll, ~1 r 8,-(. 7 )( . o r"2.) \) __ -1 -)~,~ .... --_··-_· ----, ____ , · ____ --: .. _:_ -~----... --:': __ l'.'1lo ~------. . I ~--·. · -~ _ . ;:--···-·1-..... ~~f,-----,-1-• {f;;,~) ~ f.-~ (2 1(.-z0 )( .,.,., J ,;_ ~.oi. .· .. ·· V :~! : -:::~ -~ ! fz :::(IJ.~3)(. 4:.1>1 1 -)(,oqz): 4,/ t.r_ ----,J---·--· · · ~~! -f---+-''---------i t, = (3, 0 '{_ I(,"';, ) +-( {.(,,,~ )( ~.r...1) lo. u:>""7 . I = 19, 4-4 I . . I ~cer-~~l"'u~ c.,,.,1-<-,.:S........:i,.. ,Jc; fqA, r'oo7i.J<:,_. ~u"o., bt) ;,,r-;: _[1., ~IO.IP1J ... ____ :. __ ,.D'2.St...3t _____ -:_0,1<., __ j#-f_j(_~~---~-- (7,£4 ?i )(. Z> T )( 6 --0 )( ,~ ) ~ ·Re·1tJF 1 Bis~T :.&>at.).J ___ :_ __ _ < , o.;'5 ( '2.. ..<: ·, ~-"l-j k~f- . '5~A.A 1..vAt..\.. Ga. c:.~i-JT-e:A.. oF et-1<::(.,OJ~~ (~w'E~ ~Qui(:'. 1\:ot1 l.. GJC~o'~e) . I 1 ~ \/Jl ~ ~ '1'11 )( 13.-r,;,7 ---~ .l 3: 1 ---_. ~--__ :~~ . -__ ·_·_ --~~: __ ·· ~ V 1. -=-~I~)~)( 11. ~-; X S.t:. 1)(0 7?.. ) c.. i\J ~ J?,3l, --:--_-· ~-.-----~~ -~-=--~-<_1., .. 1 Y-·1,1. ,,~ -). ~-c J.&dt-r:"~ ~ ---71x:11.!: __ _ .::0 ____ !_ __ ! __ ;,._:)::'..:".~~~-~ -. __ ~ -~-~-~-i ~~;!!~~ !~:----:-. ---! ·:-: > 1--;--!---·· ~--~)~-i-: :· : . ~ -#-4-e z...4· I.( a-'-.(v)-- A ·ovtllk . . ;· ··-·· --~ .. . -----,. . . . · I : . I ' I ·-· ·-. . . . -. -. -. . . ---·------. -----.. -__ :_ ---· · . ~ .· ---(1.~ v 14,,-, -) --------·-:·--·-,;;;;--·-0 ,._,> ksb. :_ ·-· -------·-------------.. -... . Jr -;;, c.. -'°. ----. ---· -'2-_, -!_ -------: -.. --L. ;_ ~~-~=--:-~_, _____ .:_ .. (7,(o~ )( ,a,--)( .. /f,3>k"-J2., l ·-·-:·---~--:...-; . _; ---=--~-·---; ----I -··: ----·. -· ----------. - --~--·--I 1( ")(. ··--' .. --)-. ---··-·I.: . . . . . t .. ---~------·-·· ---. p· :&. -,-t:l-/,¼7·1 !?1?, .,·P'i°2 . ·-:.':-'_,IJ;f.P----· -·----~----!---· ::_,.. ----.-/-···-··--__ ::·1---i·-:t~~~=:CC ~~ : ..•..• : ~'. :.~~:_~~:=~:-'=:Et::_~~~~ q:t:C :Et=~-~=:--:w== --------------··-. --------------· ,•, ·-----0 -----~-----·-----~ H----·-• CONTINUOUS FOOTING.ANALYSIS TITLE: v= w1 = w2= w3.= w4= w5= w6 ...;. -- Lsw:. Hsw= P1 = P2= P3= P4= P5= P6= bftg:::: depth= length= Sum P=· Mot= Ma= xa= F.S.::; ua= ea= Lftg/6= ,FOOTING AT SOUTHEAST END OF ENCLOSURE 1.23 k/fl 1.04 k/ft x1= 0.05 k/ft x1=· 0 k/ft x1= 0 kJft x1= O k/ft x1;::: O k/ft x1= 8.67 ft x1 = 1~.05 ft x2 = · 6 k. x=· 4.1 k. x= 0 k. X = 0 k. x= 0 k. X = 0 k.. X = :3.5 ft wt= 2 ft; - 16.5 ft 37.2003 kips 160.495 ft-I<. 245.026 ft-k. .6.58668 fl 1.52669 o.k. 2.27234 ft 5.97766 ft 2.75 ft 1.33 ft x2= -1'.33 ft x2= 0 ft x2= 0 ft x2:::;: 0 ft x2= 0 ft x2;:: 1.33 ft. 10 ft. 1 ft. 9.33 ft. 0 ft. 0 ft. 0 ft. 0 ft. 1.05 k./ft. Mb = 368.779 ft-k. xb = 9.91332 fl F.S. = 2.29776 o.k. 1,1b = 5.59898 ft. eb = 2.~510:2 ft. . Lftg/6= 2. 7 5 ft. . 10 ft 16.5 ft 0 ft 0 ft 0 ft 0 ft page: /h,? qa max= _ qamln= 3.11827 ksf. 0 ksf. qb max= · 1.26514 ksf. ,<a~~(·{~~ 3,o "'~ '33 qb min= 0.02319 ksf. <J M '1 -z (,, f-}( .., ,. c,.;, ) ~ /1i,'{1i) ·A~ ,_ __:::.,~~-~- co.~)( {oi) )( -z.o; ~) ~ ::>-c,,s~x:~6) ,.~~x i,oX 4 2 ) /.29" -< Z, ,-/" r=r~ F-~ I ~ t · 7v ..,.... C.. WI D e-)( '2,. ;... ~ V.. t>~s-p . f-rCz F-(? ~ #-.; ~T 7ot°. '5 Jt-$ <..c N( r f;io T -----·· ----__._ __ ;::-:-·--~--·-~--=---_______ __.:..,;__-~=-·--.. ~-~~- ' _,..,.. -~ - CONTINUOUS FOOTING ANALYSIS TITLE: FOOTING AT SHEAR WALL BE1WEEN ENCLOSURES v= ·wt= w2= w3= w4= w5= w6= Lsw= Hsw= P1 = F?2 = P3= P4= PS= P6= bftg = qepth = length= Slim P= Mot= Ma=· xa= F.S.= ua= ea= Lftg/6= . 1.77 k/ft . 1.04 k/lt x1= 1.33 ft x2= 0.1 k/lt x1= 1.33 ft x2= o k/lt x1= O ft x2= O k/ft x1 =" 0 ft x2= o k/lt x1= o ft x2= · 0 k/lt x1::; 0 ft x2= 8.{;37 ft. x1 = 10.74 ft. x2·= 6 k. :ice=· 5.6 k. x= Ok. x= Ok. x= 0 k. ·x= . 0 k. X = 3.5 ft. wt= 2 ft. 18-ft. 41.1838 kips 195.2 ft-k. 295.54 ft-k. T 17612 ft.. 1:51404 o.k. 2.43639 ~ 6.56361 ft. 3 ft. 1.33 ft. 10 ft. . 1 fl . 9.33 ft. 0 fl 0 ft. 0 ft . 0 ft. 1.05 k./fl Mb= 445.769. ft-k .. xb = 10.8239 fl f.S. = 2.28365 o.k. ub = . 6.08416 ft. ·eb = 2.91584 ft. Lftg/6= 3 ft. qa max= 3.21973 ksf. qa min= 0 ksf. qb max= 1.28~08 ksf. qbmin= 0.01834 ksf. 10 ft 18 ft 0 ft 0 ft 0 ft 0 ft · ' f-F°"lc, -t"' ~oU .. M:::: (1.21 _-.~~o)(?,7 ){~,$)/2 = 111 II«-. H"' ,,._ (t-,+)( 11, ); z. l~7 A_ s z: ( I ('.; 7 )( I u J c~ )(~o )( 7-0 -~-) \J -c ( l,Z.'f :_ , ;10 )l ; .. s )( @,SJ ~ '21, G)~ .... \) ~ ~ (_1, 4 'f "l-7, ttD) ~ ~~.t., ~ < 1' VG,.'~. Cz K,B;)(,o1-f 7y-zo r ,2-) r,4. r::-z; :3 #-7 u::.,,.17_ 7'0/J~ ---t :14< '5 CiJNL, ~7 \ 't ~ -Cs, WLtP€= ;t z ',a~ crtteK._ ----'---------------·---·--. ---~ -----. ~ -· --.. ------------------·----- · R 2H Engineering, Inc. JOB NO. C/714-4- PROJECT 00 t S:5~ "1 _ DATE ~-Z-S-17 BY ________ ..,..._ SUBJECT _____________ __, __________ _ SHEET l(gq OF __ · ---.--· --·----· -~_e"AA, WAl-4.-,a., -l:vo/Q_THuE~t: eJo ·oF -~O~f:;O i61GL:,_(t-.~-ro-9A5r,,~l-~Jt<J..:.)_ w (v,c\u_ t( /~. t>1 ;G O'T"Z-) -e.. I, 5'J · 4 /, PL . -. ;-_ _ ___ ~V,"" (. '!'ii )(. 'f ' ) = ' L'.1'-~ I:<.. ; ' -i!:!> ; ~· 'P,;.;A-?,.--'r ;;,e,,r,· -----~c: : :· .. -.(~A·tA..) v~ =-(1B~s )(1::1-.;1k" t:1.)~ )( .• oi-z..) ---v-----~~-1-----~-= : : · -· -. · _.,_~----~ --~.?~;tc·-··;···----~~ ----~---:·-=-~~-:~~-=s~~-=:· :·; ~:..;;_··:··---~i. ==:.:.-~:-~. : i -----., ---------· v· -··. · ( . )(112.1( 1·2. )( ) fl. 1c " I P., a ___ ; _______________ -~ '= J, _ _. __ ~_.'!;,_ -~"'I ,-~-,.p'f~L -~.:_7,.J.1.. _____ lf--· --$.3:,-'-L,,--.;.. Jz.--·---'--- . (PA-iJ~L--') .-f;.:r(z.1 1(301)(.014-)~ c...o_-~ -. vr-c-l'-.. I-"-? " ' _________ , ________ ----p ~--:r. (q,?? X -z -1-2 t,0 n) t(,. s. fi y,., -ri) ~ 1. 1 ~ .-.. , /------ _ '){ ty ) , 1,t.. A,_k . I, l';i") p? ::::._ ('?'.?? ,4..~1 .,C)~ "!= /,7't.·, .-. 1'-J--1-11--------i /, (t,z, '<1,. ~ = (7,~ \( A?,..o;') t (~.~c.. }( e.~7/ 4( ~-!. J(,11r?~) ~,J.. ";' !?.>.fr = /'i-,D_ft I C/st-"-1"'o\..L..o:)-..1 ;Ji:, fqA, --p:iio-r,,Jc, • ~u1.1.o.'{ b1) _______ '.'J __ :::,. (1;c, ~ l_::.:±J _ ____ --~---•DZ~_k_~f~ _ _,OJ<._,,_ #-4 !M.P?..,_~ (?,<4 7;;, )(. ~? ](t,,rof)( t'.'t ) B_ail1 .Pu\.,J.J . .f -' --_, __ ., __ _ ---L----------.. ---- -l------__ L...,. .. __ \1' I",! ~-\,. ------------·-----------------.. ... 1' !. , .; • : c:;.- l I:_ • __. -__ ---\ ·_ --_-_ --''--~------ L • . . . ; -~ -·--·-. -----------·-~ ---t--·- ltJ 7o ENO C.t'ft.<..S, 2-~~CV} EA ;e:,.Jo '{ )' :#-4-e zA-a~.(v _ HA~, T,//,© ------I·--- • -• ___ ,1_ •.• • I •· • --'--!--- ... --. ---. -·----~---- --· --·-.. ------·1-·1-----;i>---. --·---.--·- ~--------~----~-- CONTINUOUS FOOTING ANALYSIS TITLE: FOOTING FOR NORTHWEST WALL ENCLOSURE AQJ. TO EQUIPM v= w1= w2= w3= w4= w5=· w6= Lsw= Hsw= P1 = P2= P3= P4:= P5·= P6= bftg = depth= length= SumP= Mot= Ma= xa= F.S.= ua= ea= Lftg/6= 1.183 k/ft 1.59 k/ft x1 = 0.05 kllt x1= 0 k/ft x1= o klft x1= o k/ft x1= O k/ft x1-::;: 11.34 ft.x1 =- 13.05 ft x2 = 6 k. x=· 4.9 k. x= 1.4 k. x= () k. x=. 0 k. X = 0 k. x= 3.5 ft wt= 2 ft. '.14 ft. 45.6641 kips 201.899 ft-k. 312.049 ft-k. 6.83357 ft 1.54557 o.k. 2.41218 ft 4.58782 ft 2.33333 ft. qa max= 3.60584 ksf. qa min= o· ksf. 1.33 ft x2= 1..33 ft x2= 0 ft x2= 0 ft x2= · 0 ft x2= 0 ft x2= 1.33 ft. 12.67 ft 1 ~ 12.33 ft · 8.33 ft 0 ft. 0 .ft 0 ft. 1.05 k.Jft. Mb= xb= F.S.= ub= eb= b.ftg/6= 327 .248 ·ft-k. · 7.16643 ft 1.62085 o.k. 2.74503 ft 4.25497 ft 2.33$33 ft qbmax= 3.1686t ksf. qb min= O ksf, 12.67 ft 14 ft 0 ft 0 ft 0 ft 0 ft \ 'f-r,; f" -1 '(; i 4 ~ 0 '-' t..O(\I '- ,. f Q'< - -·-··----------"-· -_...._ __ .. _~-~~ --~ ... -~----·--·-·---~------____;_ ____ - __,;,:__ -------. -,_11111!-.: ----·-----------. -------· • ·-- . R2H Engineering, Inc. JOB NO. 97ef4- .PROJ.ECT Ci:>YS2>~::( BY _______ SUBJECT_.._ ____ -,-..,_ _______________ _ DATE 9-.";YD .... 97 SHEET l (tJ 1 OF __ • • C ··--·-·-····· -------- • I $~At<.. ~~ c:?_ ~TJ.f wi!s;:r a,..,p-oF· .. ~aJ1f., -t!N"C<.o.su,e!i" -. r fA,-.Ja, L~ . -· 1 . . .. -~·~·-·---· ... _v1 ... ~.-.0-~/(.~~K ~/){_-1fJ X~a~J(~~)' -~~~~:! -~-: ....... :.:~~·. V \I }(. )· t.. .... -;-·----·-----···:\/.,_ .. -;:._ -(,/fY';)"; A. .. 11, )} ~ -·' 7, 3'3-, o.r;_z... -~ 3 ... ? --·-·-----·------, : ~-'.---. -· --v~ ~-(-:;,~ j(~.:~fiif, im-J ...... :. :;.: f?· L=-~--~-=-_ .. r_, __ ___,1_·_, ' . i -_____ ..,___.._. ____ -----------~ .. ------~--· -··. -------------------. --·---.. ------------··-------~---~~r--~ . . . . . - · · ·12 ,·';; 4 -= · f .io 1 l-r/,-· · · z;;, .. 1,./" -------·-. ----· ------···· -·----·-·--1,S'i-'1·----c,,s )( ,-z.,'7 ) .• -. · _ (7,~3 )(, 8<t )( I (.OXJZ) k .,,,' .. .. o,z.1 ., ((e. rk)(. 1 ~·~-~ 1 1 ' l -1-(3, '??~)( 8,(,dJ + (3. 1~( PJ, ,31) . /2.5 ~ , .:::: I 2,' / I .. ---------·· ----------------·-·------------~-- --. --·. ___ _.__. ! -~- ' . -·------------.. ··+ ·----.-··-·· . l ;-. ····--! ; . --______ .., -···- ' ........ '. /. __ _ . --L---· .• . ··-··: --------L_ --· . __ _. I • I ' --r--·---- ·----'-------·--·------------_·-i · -'------··-· _ ····--·· _ ··-----·---·-..... __ -. ______________ ··--------i . -··-;-i · I t---+---'--'------------·---------··---: --... -. ..,. __ :--I l I 'i i ---·~--··----------------. . . ---·-. ---· l I . : ·' I ! ! -• • ~. • • -l r ; ' I f , • :J,' ·: i _ : ___ ._, ____ l -·---·---... ··-i_ .. j '_ ·--·--·-' ' .•. ·. l .. _~: _·_·_ ! 1 ' J i f I 1 : i i : I I j -1-----· . . . ---,...' ---+--+-I , .: ; ' ' ' : : ,""F=-h ___ -· -·r-_1.._ __ L----~--·-L-:___f __ : ! i_~__:__1 __ _J_ ; I i ti-r-i i j ! l j l r-T _).__~_J+J-.L, i---~-.-:·-,· ___ ) .. ,--:· 1 , L !_ ·_ i '. ~!. q i--n=l : : : ~ I i I I ! l / : ! ! : : -: ! 1· ! ----. -, , ! _ ._ ------, -----·-----i--·---·,·T, ,-; -: .-. ·. -. · .-r-,-1-i-i ;--j· ; -i -.-·:·-:-, ·i-t-T·i-· ---· ··--·--'··-·· .. ------·--- CONTINl,JOUS FOOTING ANALYSIS TITLE: .FOOTING FOR SHEAR WALL AT NORTHWEST ENO OF EQUI.P. ENC v= w1= W2. = w3= w4= w5= w6= Lsw= Hsw= P1 = P2= P3= P4=·· PS= P6= bftg = depth= length.= SumP:::; Mot= Ma= xa= F.S,= ua= ea=· Lftg/6= 1.11 k/ft: 1.59 k/ft x1= 0,05 k/ft. x1= O k/ft x1= O k/ft x1= o k/ft x1= · O k/ft x1= 11.34 ft. x1 = 12.91 ft x2 =· 9.9 k. x= 6.6 k. x= O k. x= Ok. x= 0 k. X = 0 k. x= 3.5 ft wt= 2ft 13 ft 48. 7641 kips 187.678 ft-k. 310.398 ft-k. 6.3653 ft 1.65388 o.k. 2.5166 ft. 3.9834 ft 2.16667 ft : qa.max= 3.69085 ksf. qa min= O ksf. 1.33 ft x2= 1.33 ft x2= 0 ft x2= 0 ft x2= 0 ft x2= 0 ft .x2= . 12;67 ft 1.33 ft. 12.67 ft 1 ft. 12.33 ft 0 ft: 0 ft 0 ft. 0 ft. 1..05 k./ft. Mb= 323.535 ft-f<.. xb= 6.6347 ~ F.S.= 1..72388 o.k. · ub= 2.78601 ft eb·= 3.71399 ft Lftg/6= 2. 16667. ft qb max= 3.33395 ksf. qbmin= 0 ksf. 13 ft 0 ft 0 ft 0 ft 0 ft _. ,; frc, ~7 " (':2 1 . , -,.., ~ L o,ic,_ . I LI I. LI X '} -'=' W IOE!" 1c 2 -o fl-(JCk. I,; ·. ~t-wi . Wt R2H Engineering, Inc. BY __ _,... _______ _ PROJECT . OPT ~ag'1 SUBJECT Fco:J)iJt;s .A"'f .-e!l\lc.1_~s~e::, I I..{ '2.,-o -~ Jot 5 Co,,JT. .Toi'_ r; ~ $ -~NT ~OT. JOB NO. 97 t44 DATE C/-2cr-~7 SHEET · l,G>~ OF __ ··----~S'=f,f\~~5----,--. -,--.. ' ' . 1 ----1------1"""---, --, -------+-. _ _,__ ---. .--. -1---..-__ -· -'-,-, -.-. -,-. -. --r -1--, --~ -.-. -,-.-. ..,..1...,:-j ---+--r-· ------------r:,_&-· ·--~:.;&"' cai,ir;· · · · ··---z.~o-------z.~·c;,·-f-·c.o~--7of~--+---·-. -}----- _________ .. __ -------------·-~---1----~z?i5--'.4,#r:-·ear.--1 -. : I ---··----··-·-------------------·1-----------. ------1-----,,-----..J.~1 ' !· l l I I-i ----------~----·------------ ----·-------·------------------------------1 -•• 1 ... • . -· . } . . .. ! . -· ... ----·--···--~--;--------~---~ -·--' !----------------· __ .. ___ .~ --- I -~ ----4---~ . .,.... __ ,..., ____ _......_...,_L l '( R'2H Engineering, Inc. JOB NO'. 97,44- PROJECT 0DY'5-G~'"f .. DATE cr-21-,7 BY _______ SUBJECT· MA. SgJIZ T -WAu.. . 9¢.HaOvLE, SHEET /70 OF 1-i ;-r-----.---=------.----------,---,----.-----------r--l ---,--------------, MAAK. ,F{,a<,j~~s ve.R-1, ~~ ,tJF , ~'4; ~ 1 ~, ~~~ ~ d k 1 · ~1!:MMt< 5- I -I -· ' ·0.c_· . _·--·-II_ -.. . + n41{ --~ '.Y, IJ D 8 -#-o ~ o,c. .1,;4-. I ® ·<,( 8 <,( ,i; 4-@. z.f M ... eA i==A~ + t:B-s:-Cv)·c. fJf:A SND. ex-retJo f-A.~5 f"'ul-c.., wr, 8 <t_ ,it-,ta-z.4\:>c. I '4-u -it-, e Z> 'fo. e,._ · -~-_--• ;~~1~/e,JQ! ~~ -~t';f~<<DT~5 t::-iC(; c:;NV ~5-r _ . . i-J1_.1.-H-f, ,· f '-< > 2 , e . w;J c; l't € A...-S ~ z'.!.. ~:/ '4-u·,v.,c; /',16-<,,5 . " -1- /. - ·1 •• :· • -) -------------------·----··. ---~---- --~-----~ ·--' -- . -_ _:__F---·------_-_ :· ~~--~-:~:_:-.:~:~ ~--. -----. __ --~-----. -------; ------·----. r·: - . . ~. ·-- -~! -------·-·· ____ ;_: . . . ------·-------·--· --:--"-- -_.,._ -. ·-------+ .. --·-----------·----·------·--·----------+l-+-1 ' I -+------_---_-·_--_---_----~-~-=---,--~·_:~_-___ __;_ __ -_--_---_-_-_--_--_---_-_-_ _. ___ -.. _ -:_--r ----... :· ---------·_ : ------.... ··-· -----+;----_-_--__ . -------+;--'-- . : : ! I :. -: ---_ _. ---. i : : I-;'---'--, ----'-'--"----'-' -li-l-- :~j~ :-: -_$---.. · ·-" ,_ : _ _,_ : ~--:-: +-"--' ~· r ! q :1, --· · i .U ~ ! ·+-! --;-..,.:--1!-+'-r:~+---tL-· ------.::.. ,_, ·---__ .... , __ ... ·--------·-·------ R2H Engineering, Inc. BY &z4 PROJECT __ ----1~==1---=~------- SUBJECT_....1.......a..£,!~~i;.;=.:-:=,p=~___;...;..:.;.;_--,.~:--- JOB NQ. __ Cf21,..L..!-/#.!:...'-.-_ DATE _ _;;q.!-/q-J~--- SHEET · 0/ OF __ ~ . -. . . · f¼ ..c. . ?Jo~ 4. · + -~-:.·. ~ $"-7--;;,.,..., ------ . ~ '";, ----"'t"'I lb0~4('1..--~ -'3-W· £f2..z._ $ -J47 !Jo ff ~6 /?:rLf}<:-1 ~,'J,~ '7, 1~/t. ,'/ f'l""~ I~ P~l t~· -u, ~-. fWl-:: cP, ~?~ /'St>-Cps./ :s: M Jf'S"/ V( ~ 6"s;: t: -t'/,~~/c-;6 -. ~ .· ~~--.C-~ 7!:°P )I:. )'35D (;W ~S@I~ ~ .c... :::::- ,ti~ t:?-31 ~ ~ oo"Z.S- ( . 7,.i~.r:k/~ K ~ [{z:x-~ _ ;02o) _.,.. ---_,~-C _, . . ----. _ .. ___ _ . . --. -. -; ·-... ---· :_ . ·---·--------·-·- J .=. ·/-a~:,/ -s -~'6.tC._:_ ·····-·-------'~-: .. :.~_-_: .. _·_· ____ ----·------·· .... ·------~-:-_:_.:=-;~--=-~~__:_:_ __ :~--- . --~--·----- · f 11, ~ .i7;7s.t.w~ .. -:z.. . ---) . ~--377,:-::1 .. ·, . 't-9'.J/51 (§ --~At-~-~-/4~7~?7.6)--. (--' rz;r.. 9,S -.1. :31.;lt--.a su. . . __ _ . . . _ _ _ -. --... ---·- ---------·----------· ·----·- ,~=,~· ----·---------·---. ,;__ _ __c:.-.., --· . -. ---·-------· --·---.. -~-------~-~-· __ _:_:,:,....:.._:·_...., ___ _ ,,,_. $i PROJECT _ ____.;_t1..;;;...~___.::;--=;...+---efq..{--==-_._-· ____ _ R2H Engineering, Inc. BY_"'"'S/tlt~--~ SUBJECT_....;;~..;..;.-~'/?_tt/4...;_{,/Z/4,,;;...,;._ ..... ~ -----,---- JOB NO. _ _,_;q;_...;.7,~1/f:..,__,__5':_ DATE_· ---"Cf..._/q..a...7a---__ SHEET ,/J? OF __ ----------------------' . .. -----... ------· ---···. --. --------------·------. -------------1 P6Gfew tt'f_-~JJt'( A18TAINI~ t,t/,4U-· ' t\, ~1--0' /46'(~ :~ : .. µ~~ :~-~/!;168 .4'F-~-~ ,,{!3:"tteA .... ~tK1 ;-_ c~crN-:_-<A~l_~,,.-~ff?)-2~~~-,-. _:_~-. -~ -~~-~~ 1l / ;,,--. :/I; / . . --. .. ---. .. . ------·-· ----· ---1--· , : . -· __ -----~~-~-(f~'!_-, --~~i-?~-':{'~---~ ·. ~S-"f3 ." . · . __ _L_ .. ::~ '.. :. ; __ ~ -L:. :_:..: , ; ; ! . 0 -/;; . -' ... . __ ,-rrn~ .15:.~_/*;$I ---_$ '? ___ v,psi. _______ -'-----i~,,___--~ Fjft ~ t1. ? 3 + /S-4,,:) n t ~ . _;:p:; S f'S" I· -;-· [ s;,,~4., /AJ5P. £5'(? 21 j . --·-. ),;-;;: ¾m -~ ;;:;'1>/~i>O-~-~U>i--~--~~-:--~-~:-·- ·. /:.=-[b--;.; --;~a ~ .,~t~) r , _ 1---(,a-z:z.,g, . ,..,--L22tf- J -_ _ ~S: V-> -:-[ . ~ . -. 1--~--------------~,--'------------------------------~---: ~ 4, -i?..?-? ~*f'2., '1-7 --i.. .. . , .... -* -.1-·- 1-i4i · z/ fl?r;J.uJ/,0q flo:51!5 f ~3o 4 7..7:rX/~ __ < :~~-__ 2 '-2 ~ -___ :._ -· .. C~ntilever Retaining Wall Design ODDESEY GOLF R2H no. 97144 FILE :CNTWALL1.WB2 ASSUMED Z OF SOIL SURCHARGE ./73 Footln Width De th Wall H Ke W Ke H' . Toe Wall t ft 4 2 8.2 0 . . 0 2.83 0.67 Item Panel· ., Stem (80 ncfl Footino Surcharae (110 rr.f\ Soil(110 ocO Roof Mezz Kev. ' Vertical comoonent Surch~rge (2 ft added soil) Height of retained soil EFP · Soil ht over toe Passive pressure Friction coefficient Weiaht 0 0.656 1.2 0.11 0.25685 0 0 0 0.77cm64 2.99 130.00 4,67 . 65.(X) . 0.67 160.00 0.30 Arin 3.165 "3.165 2 3.75 3.75 3.165 3.165 4 3:5 psf ff. pcf ft pcf Force bot of wall 1315.89 lbs ,~mi~~i~,i;;F_:ur,.;Hm;;;:::~~!l~::,~~:::,ffimI:u Passive Pressure 570.31 lbs Friction force 898.15 lbs ff.~f~~§i~:::~~Ut:ffffi1~i!fil~lil -~~~§~tiglfiliill7:&iill.filH.Uirr~~[~~~~ Overturning-Soil Pressure OTM g_l~~!t'!-~ ft-lbs RM 8550.41 ft-lbs . if.":;'&/:owiiamtnii§'rlmrrmmnnm~~mi2~u1m!ifJllsokivlill! Resultant 1.52 rt ir1ii, JI111ittrrt~Jlt· Moment·R EMARKS' .0 2.07624 : 2.4. 0.4125 0.963188 0 .0 . 0 2.6E6487 WEIGHT OF BLDG. WALL ON-TOP OF RETAINING WALL WEIGHT OF WALL WEIGHT OF SUCHARGE OVER HEEL ONE THIRD OF THE TOTAL OF THE LATERAL FORCE ACTING 8.55 AT FACE OF WALL THE RAMP PAVING SHALL SUPPORT THE WALL FROM SLIDING , ~~---,..__~--- Cantilever Retaining Wall Design ODDESEY GOLF R2H no. 97144 FILE :CNTWALL2:WB2 ASSUMED 2' OF SOIL SlJRCHA~GE /7/f Footin . Width De th Wall H Ke W Ke -H Toe Wall t ft .2 2 ·5_2 o o 0.83 0.67 Item -Panel Stem (80 ocfl _ Footirn:i Surcharae <1'10 bcO Soil.(110 oco Roof Mezz Kev Vertical comoonent Surcharge (2 ft added soil), !,!eight of retained soil EFP SoiFht over toe Passive pressure Friction coefficient Weiaht 0 0.496 0.6 0.11 - .Q.14685 0 0 0 0.4386293 , 1.79 130.00 -2.67 65:00 0.67, 100.00 0.30 Arm. U65 1.165 1. 1.75 1.75 1:165 1:165 2, 1.5 psf. ft. pcf ft pcf Force bot of wall 578.79 lbs · :t:ilt<tms:f9.t~;;:::;=,,:;;a=::--~-=:::ii~!l~it8\:;:s:::\#.fur~ Passive Pressure 570.31' lbs Friction force 537.44 lbs ~r~1-fna;1Iiffii=~=r;m1t~0111snmirrmWs1t:.w1 Ht~~~IEflnlr:ir~-itilii]t;'ft5:m1:;]I~•~~~• Overturning-Soil Pressure OTM gffit{M~~ ft-lbs RM-2285.27 ft-lbs ~~'§l:owitum1iijIT1EI[~'mlmmff,1t!61mrr~1g~OkitiTTill -Resultant 0.46 ft i~lil@TT/l¥l!l . . ~ -, _ ~i1t~1[ijJ!rr -Moment o. 0.57784 0.6 : 0.1925 0.256Eea 0 0 0 REMARKS WEIGHT OF BLDG. WALL ON TOP OF RETAINING WALL WEIGHT OF WALL WEIGHT OF SUCHARGE OVER HEEL ONE THIRD OF THE TOTAL OF THE LATERAL FORCE ACTING 0.657945. 2.29 ATFACEOFWALL THE RAMP ·PAVING SHA!..L SUPPORT THE WALL FROM SLIDING Cantilever Retaining Wall Design ODDESEY GOLF R2H no. 97144 FILE :CNTWALL3.WB2 ASSUMED 2' OF SOIL S~RCHARGE AND A ALLOW, SOIL BEARING PRESSURE OF 2CXX) PSF x 1.33 Footln .Width 4 Item . Weiqht Panel. 0 Stem <80 ccfl 0.374 Footina 1.2 Surcharae (110 ocn 0 · SoiH110 ocfl 0 Roof 0 Mezz 0 Kev 0 Vertical comnnnent o.na::954 De th WallH · 2 4.67 Arm Moment . 3.665 ' 0 3.665 1.37071 2 2.4 4 o:' 4 0 3.665 0 ., 3.665 0 4 0 4 3.~ Toe Wall t ft 3.33 0.67 REMARKS . WEIGHT OF BLDG. WALL ON TOP OF RETAINING WALL WEIGHT OF WALL · WEIGHT OF SUCHARGE OVER HEEL ONE THIRD·OF THE TOTAL OF THE LATERAL FORCE ACTING 2.34 6;85 ATFACEOFWALL . Surcharge (2 ft-added soil) Height of retained soil EFP Soil ht over foe Passive pressure Friction coefficient 1:?ll.C::O 4.67 66.00 0.67 100.00 .o.3:J psf ' ft. pcf ft pcf Force bot of wall 1315.89 lbs ;$.l~ogil9.t~;:;;;:::;;.::::;m;1:.:'iil,::.:::;a;tf~~~:i:;;;::::~=::i/H Passive Pressure 570.31, lbs Friction force 703.50 lbs ~Iijialff~rrfilFITTl~!Ifnfililif~~~{fu~llsJ~ Overtl,lming-Soil .Pr~sure OTM ti1il3Jl!~§:.llil ft-lbs RM 6854.70 ft-lbs 1~'s§ioviffiinffiii1ff1mrr,-mimm~f1rm11~rfdi!1EfiTTib~1if~ .THE RAMP PAVING SHALL SUPPORT THE WALL FROM SLIDING Resultant 1.22 ft DISTANCE FROM END Of FTG. 1W.~J1H1~ITi1~illl~.:,.~ --"·~:.,,:.,~.,. .~titl~!it __ ·-=r~-- Cantilever Retaining Wall Design OOOESEY GOLF R2H' no. 97144 FILE :CNTWALL4.WB2 ASSUMED Z OF SOIL SURCHARGE AND A ALLOW. SOIL BEARING PRESSURE OF 2Cro PSF x 1.33 Footin Width 2.5 Item Weiaht Paner 0 Stem (80 ocf) 0.214 Footina 0.75 Surcharde f 11 O ncn o. Soil (1.10 ocf) 0 .. Roof ·o Mezz 0 Kev ·o De th Wall·H Ke W Ke H Toe Wallt ft 2 4.67 0 0 1.83 0.67 Arm 2.165. 2.165 • 1.25 2.5 2.5 2.165 2.165 2;5 Moment 0 0.46331' 0.9375 o· 0 0 ·o 0 REMARKS WEIGHT OF BLDG. WALL ON TOP OF RETAINING WALL WEIGHT OF WALL WEIGHT OF SUCHARGE OVER HEEL !?s Vertical comoonent 0.4386296 2.5 1.036574 ONE THIRD OF THE TOTAL OF THE LATERAL FORCE ACTING . Surcharge (2 ft added soil) Height of retained soil EFP Soil ht over toe Passive pressure. Friction coefficient 1;40 130.00 2.67 65.00 0;67 160.00 o.~ psf ft. pcf . ft pcf Force bot of-wall 578.79 lbs . ,s1kffria-:fottij,:+:r:,m::;il1:p1i1;,1u1::~;31s,v.,,,,,,,,,,.ufu1J Passive Pressure 570.31 lbs Friction force 420.79 lbs . lT.:otal{~1glrffimfil-~ffil1g~fli/t'iOigmir'tmtiij1ft'ii Overturning-Soil Pressure OTM flg)f.4J.tiji~ ft-lbs RM 2497.38 ft-lbs ~tr~~Iw.e~r.:r:~mrm#r:t~fff;m1~rrl~trfilfH[tiKIVm!l Resultant 0.74 ft :P.t:::: ,R,li~.:: 2;50 AT FACE OF.WALL THE RAMP PAVING SHALL SUPPORT THE WALL FROM SLIDING DISTANCE FROM END OF FTG. __ ...__ --·---~-~-- ,. :,_-~----------~----·-· ... -.. -..... _______________ __. _____ _.__ ______________ _ BY &td Riff Engin-eering, Inc. PROJECT . ?'.?'&:::S.561 . suBJEcT . R6?#iwµy ~ JOBNO. 171& DATE _ _._o/;_/9? _____ _ SHEET /7~ OF -- -_~1-4-_· ·•/JC:e/<.. ~V~=~--~-=-----~---·-_···_·_-_-__ ·._-_·-..... ,_·_· ---·-_-_· ·_·-_-·_--"---~---···-_· ---;S-=-=~,--0.---. 7 ,---·-_·L_---_·_-_ .. _-_, , 1 . -----· ...... _____ ,__ ----I,. ...•. ---. :.-.-~-~~1 .. -.--:~~-.. .. . F.~ · J,5't o,3ro.\J.: 1,~~~ __ qz·115,: -t --:f:/"~s-~Jz.~'--~ .: __ :·~~ --· t::==--==-... =======::~ --;~ ----------·-·. --------------".le-.fAttO.@_+'A~-~ -... t-:..'l":S.bil~ -=-l ~ • P/4PP~A .. ~~ ~~~~~-'--~~~!"~ff 1 ~. ~,~·il1: ~-'~;f --_,A)).1-_~-P/~t.MI -··-·· ---------·---·· --('···-· ·-·----------t------ t,J , ,MS' .;, if '/2-1'11"-" 1, s--:,,. :u,;,c,,,.1 )+ tii Pfi,,,. t'l-1)] • ~ . ~ . 1 -:: h-1t? ftF · ~S'~ ~· '1,1_:: Y/tJ~"":' /5/ . '1,~ (/,f<.j,::,3 ,, J /J t!ir1sr---~-r-J)1~t.AJ ---(,() -= __ ~ _% #{{ff!';P-1( l~/)-r (qzrsF,+-7,,S-J+{II~~ 1""Ji <./011~ --------,--1,l...· ;J' flAN _ v,;~ :-·t·:-.. . 1J ~ /Q/.C/,-?Cly -/4/ :: '5t:V f't,r,; . -?.~{/€'-a7J ll&o fr;,,~ '/! t(J. S-Jrc( · -· -· ·· · ···· · · 8. IJ. I~ .f@ z.vi.. .. . . ... ·...:. ..... ··-. -·--·· . ·--~--~e,i. -e;,;~5.5-... I~ <ief,-1,,, <:.-,---··- r. v. ,or e1z.~# .... ~ . /vAt:.L PSstt:t/J • -f -• ~/( CA.? :s 6f:b'Pl:P . ~ l~S-/ ···-··· .. ·_· . ~----· .... -. jv/~ (~3o.t-Cf'Z~F) t -/?/:s1-~--7,z5-'t!!_-/_-__~-'-_-~~--=;-. .s . . . , __ --·-·· ·---·-· -----·--,----·--·-·--·--·------------ 7e{. Ii If_ @ W~c.. ;_. 't: :~~. Cl!~ .. _·(?.:·~~ 3,:€3( --~---~~-~,~------_--_:.. __ ·----'--'i -----,---···_-_ .. _· t""_i __ . _:_· ___ ! ___ ._·_-_:· _1--~:·_-_-:_-_-_-=_.·-_·;_--._· ·_; -1 • --. -----.. --~ -. ----·--· . . ·-·r . ----------. ·----ft~ Zt;",<!Z... ,. -...... :· ........... [. _______ ·--~, ...... :.-.~---· ; ______ ... ·--L-_ .. _________ : __ _ V ; . · ___ ·~_J_ -.-' __ , ___ . __ , i __ i_ ·; • ______ f _, .. ":-·-·,I!. ' · .. H/1--z,s-,£ ~-:.:,zn;q~::fS69-.;:·~~~--~--;·--=-. .. :-:-_____ ~-=-1---~-··--;-··-~~--::-·: , i : ; ----·---·-i=--= .. ··-·=j: ·-= °[(~t!JS-~'J,) ;__·.+.(i:f~~-oii1-j.J.· .¥~=~~·~,s=~:;,~~ ~--Z8f~-----:----~-~-; ·:· r~1 . : : ~---7 I I ' ~ " ·--------------------.. ------ .~ sv@t.u R2H Engineering,. Inc. .PROJECT_·--=~:::..::~=.;.;-=-$-_ :foY~--~--""-------- SUBJECT_~_-~_-_0,....;.~ ...... ---'-~-~-"'-----________ _ JOB NO. C/11# DATE q;qz SHEET IZZ OF I . . . ~ . _: U ~C. __ -_/.~ ft5(%/))t_A.if-~~~=-~.!._~::t.1/)--CC,c.....~:,--=--]'--'-----+i --· -'--~----I . ~ tv /,JU/,,(.,~ 'fZ,,f1t=,·.,f f. 7 I < --~~/l'c./; .± 2/ ~ .L/-';: 4'~ $ /~ )I,,. ft-3: (ti• ..... t;;"M~" / ~~,:-~-.=.-_=:· --~ ·> ::-i~-~=-:_ ~ ~-=;=:==~ .. ; = ·-------------·• --··----• ----------------••-------·---• • ----0 • H • ----·---• '14-··--.. _,,JL'" .. ·-·-------j : ' :·-j . ' . ' : • . · I/I: z-. 7'I';;;, · · · · · · ' ' · ·-' · · · 1 ' , : • ' .• : ___ 1_, _ .... ------. ----------------( --_ __,_ ____ -----. -; -----------,·-•i---- .. _:::a~.-~-'-:::-_:~~~..-:-·:_~~-----~-----i-::· .---. --···------------~ -_· __ ... --. --L ____ __, ______ . ___ i -- ll/~ ,z,5.s~ ., CJOtt:. s-_, O'fdJ _ _ K-,; _ [: .·~tjro . .,__ -+-(-z.t--~~CJj]~ -, .!XfO?> s -~ "2--f6·,: --J.JC --/~· f :s ~·'115 If,,' ~ : S?1 () ~ /Z-:,,;, -z_ . -. -·--------·-·-··---------~ ·3Pr?>/ < -Mc F:51 -ok·-~ ----________ ,_ ·----·· .., ______ -------_-· -- .. -------· . --.. --. ·---- ···-.. ----~· ------·----·-.. !..I~ rz--s ~ . ---·--------·----------~-------------"----~-1 --• -----------·---··---------·--------------. 77cr /,(J)u..,4 • r<1-h~Jr /S-"I? 7 1 s;. 1 s-io-t,. o:--. ·-" - ~ a/AZ,<.; ~ 17:-PsP,.. 1-~ ~ 7/ is:' . cf83o ~ -,:: /I fsF~.lr-/'~-;-7:·--;,;-···//~s;-:· · -· ·· · ·------------·· -· z:-w. s 1t;iis·:J. : ~ -----~--: -------· · --. -----~-=~-~~~:=·~=-=:_,:_-~---~~-~-~:. ·.-::~ .. -: ·:· --· ~ $' t:J,tJ3S~ /~~9~-c-~---rk:.-_·-.r ~-:.~-:~-=-~~~-~---~·:: __ :~---_ .. ~:~ C.~~~~:=:=_:~~~j~~_:_--~~=----·' ---- ----.. l/,,1.1,~,'.c Li.t~7'if · 'f-z., ~('1'17 1 1r1 ).:-q,£" · 7· 6 Zl/t-fl-:-·---···-···· •·· ----·-:-··-·-··. · v1,,r--i7S L'r, rt.~------./· ;:;-,s: ·· ----·---· -· -------. . ' ' ; ···--. --: ---. ·--·--. --~----. [f;,.~ ;,_·· ~>f.(<j;~;z_. /~-~-...:._ff:j°I:::. -----"-·i-·--· : _ i ' ---;·--: , f ri i I t -' i ; _ I · • . • • ----1-··---... ---:--··-·-• ---i-------·-·-i·-· .·----~--~ i-·- ,r. -~ ~ .. /.SJf ~< .. · -11-/o-N s·--_:_3/·-~-/--·-r/:.:.ys,. />SI ..=;•.~M~-~~:-~~JO." :--··:-·. ; .. ~~ . -,.. -· /t'cn,_ ___ "-7 /2 -· ---·~ --, -,.------·---,------,-r--r-=----,---.----1/eUGJASn,;,-:-/N~z.z;; . -!, : · . ----·-· -----. .. l'·-t::::/Z.f .Jf ~ --···· ---·--· -. -··-, __ ·'·----..,.'... __ . I : ' l . . ' ' ..•.. _____________ •. . .• ___________ ....•. ___ ·---·--·1 _:___:_ L.__ ~~3-. · · ~J i~ . · _, -,.~_J_;_ . . : .. -· .... _; -----~ . : .. :_j-; __ _. . ! .~;~ !tfl~<.: ~~ : j • : . . f . • ·1 1 · l . ; I . I • ·, • ' ; . ' . T/lc-SC.__:,._p,1~,i,-.~; 1' ' , t , , , -. • , 1 . t i 1 1 t ! Lr 1_L_j_··v,~~ : ~.__ , · . · ---·· -· · · -· · · ·: ·· ---~--: : · · ; . , · "°l'ltJcfi ~ -'--t+ l · ! I : 1 ~ : · f- . · · ----------, ·· --·-··-····-1-:--;·-.------:-1 l i~ ·-:-:--·n··r ,-,-, T-· --~,-, ~ 11':·1-i 1-:-;--.·:-:-.· :·-, i- :·.»·+·-·:.:--.-::~·r-,-;--~-1··-·-,----·.-·:----1-1 1 • l i.".1 U •. ~J. i kl--"-1 ·[t-J-·-L' ,-; ; i : ii I Ii! I 1: i I 1 i 1 1 i T , . , J:il,,:_•72~r··· ·--rrlAli ·----r1"!-r-7fr~',§._c..,ix;,;;;,r_-7r-~-:,i.,t--~=½...l.-.7 I 1 , , I 1 -' -.l'J"'V""/-"'( _. .,.----<.(.,('.:> ·----l-"-'.-~-.----1---~,-J...t...T:Y1_:..._~ -~ -~-n-~---r _--,.-J---!-1-+-lr . , 1 , 1 1 _ J . : . ' • '. I -l l ,_ , ' I ! ! I_ l ' ~ I I ' I I I I I I ! ! ! i i'"T -r ----.. -· .. -~_., ______ . ---. -. ---·-. -------·· .·--..------'---·· --. -·---------·-· ,A :-......-. .. ~,......,..___ ._,, __ --·--·. --·-··. R2H Engineering, Inc. di .BY~ PROJECT___,.._ ....... _ _;C'-"'""'· 'i)e;:~-=~$1;._*-+-'-·--<i,~'d'Z.P=--·---.,---- SUBJECT__.ffe_.J..;;.~_· =..;;..:1/."""~:.....-"""'0=·..,.· .... L<,...~.,__------- '. . . -~~c-,'~i;:?~ /~Cfk..< 48~. ,..... .. -------.. . -~{lp;id:., ~ Ji~ 11.i1~::, ~.s,f:. -· ---·-,...: JOB NQ __ C/Z~r ...... ~..__{t __ DATE __ 1._/fi'..,.._ __ $HEET /}6 OF __ .,, ., ----· -·-~-------~ - -----·-·-··-· ,,,.;;i .... ·-----· -: .. -----· ,,. ••. ·-------, --.., r cg). Pf'~ -/)J-1~; ~ .. ------,--~----'--~----- r--~fAJJ ~ ~ ,,:)F ,:xvf#. ~ .. --"r %t!~/#!1j,;. ~G'. ___ . __ -· .. :.. .. "· ... ·. ,_ ~t'~ . ...,v r ~ KG , ~ --'-___:_ ______ _:_ ___ __,.-,---,--~================-==::':. -=--=···=--·:-:: .. :-:: .. -:: .. :-: .. =-=----------------- --------------·-------·- R2H ENGINEERING 11545 WEST BERNARDO COURT, SUITE 30 SAN DIEGO, CA 92127 · (619) 673-8416 STEEL BEAM DESIGN TUBE SUPPORTING .WALL AT RECEIVING DOCK BEAM PATA ·.Genter Span Length = 27 .00 ft AISC Se_ction Left Cantilever 0.00 ft Section Depth Right Canplever = 0.00 ft Web Thickness Unbraced Length = 2.00 ft Section Width Beam Wt. is ADDED To applie~ loads Flarige Thickness · Live Load Not Acting. with Short Term Section Area Fy = 46 ksi , Section Weight l.oad. Dura~on Factor = 1.33 rT, y ·Beam End Fixity Pin:Pin Date: 10/01/97 Page: l7t STEEt SECTION DAT A , ts1 Ox6x5/16 = 10.00 in lxx 125.00 in4 = 0.313 in lyy = 56.50-in4 ,= 6.00in· Sxx = 25.00 in3 ,= 0.313 in Syy = 18.83 in3 9.36 in2 r:xx = 3.654 in = 31.78 # r:yy = 2.457 in = 0.00 in· APPLIED LOADS------------------- Concentrated Loads-------'--------------- Sh.ort Term Load Distance to Load Short Term Load bistanc~ To Start Distance To End = 4.80,k 3.50 k , = :14.50 ft 11.00 ft = 0.06 k/ft = 0.00 ft 27.00 ft Uniform Loads--------------------- SUMMARY-------------------- USING ts1 Ox6x5/16, Max Stress Ratio == 68.93%, Min Deft. Ratio = 173.13 . TABULAR. SUMMARY OF LOAD COMBINATIONS------- Maximums... Actual . Moment = 58.0 ··~--Stres~ = 27 .83 Shear = 5.48 ..... Stress = 0.~8 Defl\'ction = -1.871 .fb / F.b : % max = fv / Fv : % max = Min. DL Deft Ratio = Min. TL Def! Ratio = Allowable 84.1 k-ft 40.38 ksi 57.50 k 1-8.40 ksi 0.689 0.048 3090:81 ,173.13 Moments .. M + @ Center M-@ Center @Left @·Right' @ Left @ Right @ Center @ Left @ Right 0.00 ft Reactions @ Left Shears .•. Deflection .. -at · Reactions @ Right V.4.4Cl (c) 19~3-96 ENERCALC Placed for Max. = 58.0 = = 5.48 = 5.19 --1.871 = 0.000 0.000 = -5.48 = 5.19 Dead Load + Loads Placed as follows DL LL LL+ST LL LL+ST , Only @Cntr @Cntr @Cants @Can~s 2.9 0.0 58.0 0.0 0.0 k-ft -0.0 0.0 0.0 0.0 ,0.0 k-ft 0.0 0.0 0.0 0.0 o:o k-ft 0.0 0.0 0.0 0.0 0.0 k-ft 0.43 0.00 5.48 0.00 0.00 k 0.43 0.00 5.19 0.00 0.00 k -0.105 0.000 -1.871 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 O.OOQ 0.000 0.000 in 0.43 0.00 5.48 0.00 0.00 k 0.43 o·.oo 5.19 0.00 0.00 ,k R2H ENGINEERING, KW060291 TIFJCATE OF COl\'lPLIANCE (Partl of2) ENV-1 BUILDING TYPE PHASE OF CONSTRUCTION METHOD OF ENVELOPE COMPL_IANCE DATE 4 11/47 Building Permit# Checked by/Date Enforcement Agency Use 00 NONRESIDENTIAL o HIGH RISE RESIDENTIAL o HOTEUMOTEL GUEST ROOM 0 NEW CONSTRUCTION 1XI ADDITION [ZJ ALTERATION D UNCONDITIONED (file affidavit) [X} COMPONENT D OVERALL ENVELOPE· D PERFORMANCE is Certificate of compliance lists the building features and performance specifications need to comply with Title 24, Parts I and 6 of the California Code ofRegul~tions. This certificate applies only to building envelope requirements.· e documentation preparer hereby certifies that the doc ,mentation is accurate and complete. SIGNATURE DATE 4 / II /97 e Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other c--' ·•1lations submitted with this permit application. The proposed building has been designed to meet the envelope : . · .:-) :ements contained in sections J J 0, J 16 through 118, and J 40, J 42, 143, or J 49 of Title 44, Part 6. < .. Please check one: ~ I hereby affirm that I~ eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil Engineer or Architect. D I affirm that I am eligible.under the exemption to Division 3 of the Business and Professions Code by section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. lsjle'ss and Professions Code by section ___ _ e person responsible for its preparation; and for the · For Detailed instructions on the use of this and all Energy Efficiency .Standards compliance fonns, please refer to the Nonresidential Manual /: . : ·~bed by ~e California Energy Commission. • . · · f '. ·) I: Required on plans for all submittals. Part 2 may be mcorporated m schedules on plans. ~-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. · ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated. Nonresidential Compliance Form January 1996 , r CERTIFICATE OF COMPLIANCE Part 2 of 2 ENV·1 I I PROJECT NAME CAU.AYiAY 60Lf ODYSSEY T.I. I DATE OCl-ll..cf1 I .. ,oPAOUE SURFACES ASSEMBLY NAME INSULATION R-VALUE CONSTRUCTION TYPE LOCATION/COMMENTS: NOTE TO FIELD (eg. Woll-1, Floor-1) (eg. R-19, R-22, etc.) (eg. Block, 'Wood, Metal) (eg. Suspended CeUling, Demising, etc.) Building Dept. Use MLL-1 . R-11 CONCRETE EXTERIOR MLL MLL-2 R-11 ~D DEMISING MLL ,_. ROOF-I R-IC! wooo· 6ELOYi ROOF WINDOWS · WINDOW NAME NO. OF U-VALUE-FRAME TYPE. · EXTERIOR OVERHANG GLAZING TYPE NOTE TO FIELD (eg. Window-1) PANES (eg. Wood, Metal, etc.) SHADE ? CREDIT ? ( eg. Clear, Tmted) Building Dept. Use YilNDOYi-1 I · I.I METAL NIA NIA TINTED ) ,. ll -.. . ' .. . . . • •,' '. .-. .. . .. -,• ,· SKYLIGHTS -· SKYLIGHT' NAME NO. OF U-VALUE FRAME TYPE SKYLIGHT MATERIAL GLAZING TYPE NOTE TO FIELD , . . .(eg. Sky-1) PANES (eg. Wood; Met~I, etc.) (eg. Gloss, Plastic, etc.) (eg. Clear, T11ted) Building· Dept. Use . , ~ -1; ,::;~, ·' NIA . . .. . -•,, ,_ ~ ~ ,-, -_, !., :.:.:,,. .. ,·:'·. ~ : · .. :~ . .. : . - , . -. .• ·- ,NOTES TO FIELD • For Bulldlna Deoartment Use Only --,-". . .. l Non~sidtnlial Complianc~ Form Januoty 1996 . )_ ~\'ELOPE COI\'IPONENT l\1ETI-IOD EN\7-2 PROIECJ'NAME CALLA y._1,6. DATE'l / JJ /91 . ·--'DO\\' AREA CALCVLATIO~ SKYLIGHT AREA CALCULATION . { \ ', ! GROSSWALL 14, '3~1 DISPLAY -A11UUMIIEIGHf rr.Fr ·. AREA(GWA) PERIMETER (DP GWAxU I? I 7 41 DPx6 - I . I IFS SFT. IF>SSFT I y . -IX I I= I I GREATEROF 0.10 -- l .I 0.05 IX I -I= I -I If the PROPOSED 'MAXIMUM 'I WINDOW AREA is I G/.:.141 I ALLOWABLE GROSS ROOF AREA ALLOWED SKY. AREA greater than the WINDOWAREA 1 MAXIMUM -1 ALLOWABLE WINDOW AREA. go If the ACTUAL SKYLIGHT AREA is greater I· I to another method. I I!=>, 07 c; I PROPOSED than the ALLOWED SKYLIGHT AREA, go to WINDOW another method. ACTUAL SKY. AREA OPAQUE SURFACES - ASSEMBLYU-VALUE TABLE· ASSEMBLY NAME TYPE· HEAT INSULATION R-VALUE VALUES? (cg. Wall•l,.Floor-1) (cg. Roof. Wall. Floor) CAPACITY PROPOSED MIN. ALLOWED PROPOSED IY IN I MAX. ALLOWED AU..-I W.6-LL. 11 I I -DD - -_-_ .w~ u...-2.. W.bLL I I II -DD - . jt.oof-1 12-:oof 1'1 .11 · -DD - DD - .OD * For each assembly type. meet the minim~ insulation R-valuc or ihc rpaximum assembly U-valuc. \VINDO\VS PROPOSED RSHG WINDOW NAME ORIENTATION U-VALUE #OF PROP. ALLOW. (e.g., Window-I, '.Wiadow-2) N I E I S I· W PROP. ALLOW. PANES SC H V HIV OHF RSHG RSHG W1t-1oow-1 D ~ ~ [K) r.1 1.~I I ~-~~ -----0 -11 vJ I ~ r.>o W ... I !Kl D·o D ,. , 1.-;1 I ()_~? -----o,C!4 D D tJ D D D D o. SKYLIGHTS SKYLIGHT NAME GLAZING #OF U-VALUE SHADING COEFFICIENT (c.~ Sky-I, Sky-2) TRANSLucerTI TRANSPARENT PANES PROPOSED ALLOWED PROPOSED ALLOWED N/t:,. D D D D \ D -D j y( D. D Nonresidential Compliance Fonn January 1996 ERTIFICATE OF C01\1PLIANCE <Part 1 of3) MECH-1 .f.~ IN~-. BUILDING TYPE jg} NONRESIDENTIAL PHASE OF CONST~UCTION D NEW CONSTRUCTION METHOD OF MECHANICAL ~ PRESCRIPTIVE COMPLIANCE DATE ~ 11/41 o.HIGH RISE RESIDENTIAL 0HOTElJMOTEL GUESTROOM rgj ADDmON IRJ ALTERATION 0UNCONDITIONED (file affidavit) D PERFORMANCE PROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE PERMIT ~ ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE This Certificate.of Compliance lists the building features and performance specifi_cations need to comply with Title 24, Parts 1 . and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. · The documentation preparer hereby certifies thatthe d DOC~AF9N.J-tJ:I1iOR I SIGNATURE ..JAM t. ':> .X • C r. tt-J DATE 4 /11/41 The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance fonns and wqrksheets, with the specifications, and with any other r~l~ulations submitted with this pennit application. The proposecl building has been designed to meet the mechanical ·. :) rements contained in the applicable parts of Sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: [ZI I hereby a~nn that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a Civil Engineer, Mechanical Engineer, or Architect. D I affinn that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business.and Professions Code to sign this document as the person responsible for its preparation;· and that I am a licensed contractor preparing documents for work that I have contracted to perfonn. Indicate location on plans of Note Block for Mandatory Measures ... I _______________ __. INSTRUCTIONS·TO APPLICANT . ·· · For ~ilcd·instructions on the use of this and· all Energy Efficiency Standards compliance fonns, please refer to the Nonresidential -Manual . published by the California Energy Commission. MECH-I: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules on plans. r T~H-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance .. \..._) . H-3: Required for all submittals. but may be incorporated in schedules on plans ..• r:.CH-4: Required for all submittals unl_css required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. Nonresidential.Compliance F~nn January 1996 .·J. CERTIFICATE OF COl\'lPLIANCE (J>art2of3) MECH-1 TIME CONTJlOL ? ~OT .tJSED SETBACK CONTROL r; fl.) · ISOLA-TION·ZGNES I I HEATPUMPTHERMOSTAn l ELECTRJCHEAn 1-J N F~CONTROL 0 CJ VAV MINIMUM POSmON CONTROL? N SIMULTANEOUS HEAT/COOL? ~ ' i : l HEAT AND COOL SUPPLY RESEn .. ~ N VENTILATION ~ .• f? OUTDOOR DAMPER CONTROL? ~ ECONOMIZER. TYPE 'f DESIGN AIR CFM (MECH-4. COLUMN H) ll ,oo~lEAc.H) . HEATING EQUIP. TYPE HE-P-TPlJMP -' HIGH EFFICIENCY? I IF YES ENTER EFF.,. N/A I • t-1/A . I . MAKE AND MODEL NUMBER -r i~µ E v-bl2o· '/' _'-COOLING EQUIP. TYP_E HE.6Trl1Mp ·- HIGH EFFICIENCY? I IF YES EMTER EFF. I_ N./A I . N/A I .. MAKE AND MODEL NUMBER . ,ri,..~e-Wl,p.jSo -- '! CODE TABLES: EIIICr code fiom table licJow into columns above. ;::::====:::===================::::::;:::::::::::::::=-,-~~~~~~~~~=;.;.~;.~~~~~-;.;.-:.-;.-==-;-;..~~-;,;.-:.-;.-:.-:.~-;.,-;,-:.-:.=. TIME CONTROL SETBACK CTRL ISOLATION ZONES "FAN CONTROL HEATPUMPTIIERMOSfAT? ELECTRIC HEAT? VAV MINIMUM POSmON CONTROL? Y: Yes SIMULTANEOUS HEAT/COOL?. N: No i---------__,;------l HEAT ~D COOL SUPPLY RESET? .. HIGH EFFICIENCY? S: Prog. Switch ' 0: Occupancy Sensor . M: Muµw Tuner VENTILATION B: Air Balance C: Outside Air Cert. M: Out. Air Measure . D: Dcmind <:ontrol N:Natural H:Hcating C:Cooling B:Both OUl'DOOR ·DAMPER A:Auto O:Oravity Enter nmnbcr of Isolation Zones ECONOMIZER · A:Air W:Wller N: Not Required I: Inlet Vanes P: Variable Pitch V:VFD O:Othcr C:Cwvc 0.A.CFM Enter Outdoor AirCFM. Nocc: This shall be no less than ·eo1umnGon MECH-4 •.. rlif.11•1!1fff!'IRi11iBfflPHtiiid§\b\11bi4hi!Dfui¢--------. . -I ' . ' . l ( J '--IL!:: ===============;:========\.=:!j_··. I NoJtrcsidcntial Compliance Fonn January 1996 . ) .. CERTIFICATE OF COIVIPLIANCE (Part2of3) MECH-1 TIME CONTROL ? ~ 7 SETBACK CONTROL r; 12? ~ ! -:. ISOI.ATION ZONES I I I i I HEAT PUMP 1HERMOSTAT? 'f y y I ELECTRIC HEAT? . ·1'1 N N ! : F~CONTROL .. () 0 a ! V AV MINJMUM POSITION CONTROL? N ~I lJ i I SIMULTANEOUS HEATICOOL? t,.J N N i : I HEAT AND COOL SUPPLY RESET? 1'J 1'J "' VENTILATION ~ b P., OUTDOOR DAMPER CONTROL? ~ 4 l''f. ECONOMIZER TYPE ~ N ~ DESIGN AIR CFM (MECH-4, COLUMN H) I ?Ji:, ;;o '21-5 ! . HEATING EQUIP. TYPE H~TPlJMf H E,,b,ff-Ut'lf=' H~rr,ut-tr -~IGH EFFICIENCY? I IF YES ENTER EFF.' tJ/A I '.1-1/A N IA I N/A . t'J/L I 't,l/A MAKE AND MODEL NUMBER ifl.htl E. w e,p~ 1~A~ E. Wte-0'24-~t-1~ ~cpo~L ... ,,, :· 'COOLING EQUIP. TYPE · R~rruMr H e,ATPLIMr HE.A-TpOlvfp . ... HI~H ~ctENCY? I IF YES ENTER EFF. I . lVA I. N/A ~/A I . ~ IA -~Al %. - MAKE AND MODEL NUMB~ TT-/).H ~ WC-t>l)~ 1 jit>.tJ-E-~ cc.o'l4 1f2/>.tJ~ W e-r,o>G, ,. I CODE TABLES: ~code fiom table below into columns above.· I 1 HEAT PUMP TIIERMOSTAT? . TIME CONTROL I SETBACK ISOLATION "FAN I CTRL ZONES CONTROL ELECTRIC HEAT? . S: Prog. Switch ·u:Hcating Enler number of I: Inlet Vanes 0: Occupancy Sensor C:CooUng lsoladon Zones P: Variable Pitch ! _VAV MINIMUM POSfflON CONTROL? Y:Ycs M: Manual Timcr B:Both V:VFD O:Othcr SIMU~TANEOUS HEAT/COOL? N:No C:Curve I HEAT AND COOL SUPPLY RESET? VENTILATION OurDOOR ECONOMIZER 0.A.CFM .. DAMPER i HIGH EFFICIENCY? B: Air Balaricc A:Auto A:Air Enter Outdoor C: Outside Air Cert. G:Gravity W:Watcr AirCFM. M: Out. Air Measure N: Not Required NCKC: This shall i D: Dcmind Control be no less than N:NlturlJ ColumnGon MECH-4. i 1 4° i .,.0, i,, '•om l®bffll iNl8i0,i@i111N•t@ . . I . . . . I crl.!: ===============::::;::============t~.-I Nonresidential Compliance Fonn January 1996 CERTIFICATE OF COl\'lPLIANCE (Part2of3) MECH-1 ... YSTEi\1 FEATURES '°'.'l L..:.1s~_ST_EM_N_AM_E_· __ ___,__..I...__H..;..+-r---.;,_I t' ____ __.11 H r-11 11 1 · MECHANICALSYSfEMS \ H ,., ' I NOTE TO FIELD I -'2,-Building. Dept. Use . TIME CONTROL ? . ?:; 7 SETBACK CONTROL B p:, P> -ISOLATION ZONES .. l I I i I HEAT PUMP TliERMOSTAn 'f y .. y I ELEc;TRIC HEAn ~ N N ! ' F~CONTROL 0 o. a i VAV MINIMUM rosmoN CONTROL? -~ N -~ I : SIMULTANEOUS HEAT/COOL? "1 ~ N . i HEAT AND COOL SUPPLY RESET? ~ ~ . N VENTILATION f> F., I? OUTDOOR D~PER CONTROL? .Gr 4 l':r. ECONOMIZER TYPE "1 N N DESIGN AIR CFM (MECH-4, COLUMN H) 170 50 2-1? ! . HEATING EQUIP. TYPE HE--ATPlJMI' ~,b,ffUMf'-' H~Tt'UMr HIGH EFFiciENCY? j IF YES ENTER EFF. I N/A I I t-1/A N ~, lVA -f'J/A. I TFl/4' , MAKE AND MODEL NUMBER · 1RliiHE v,Jtbo5lt> -r f2A~~ Wt-Pt>>~ -r/{ANE. Wt-DO¼ .. COOLING EQUIP. TYPE HEP-Tr llMp EP-TPtlMf H.E,6.1f0Mf? . ... HIGH ErnCIENCY? I IF YES ENTER EFF •• . N/A I . N/A Ii/A I N/A ~/Al 'ty,6.. . MAKE AND MODEL NUMBER 112-fi.~ £ V'ltP~~ ,,-fl.Ne Wq.,o~" 712-A 1-1 f: l'J C Po3(o . I CODE TABLES: Enter code fiom table below into ~lumns above. I i I HEAT PUfdP THERMOSTAT? TIME CONTROL SETBACK ISOLATION "FAN I CTRL ZONES CONTROL ELECTRIC HEAT? S: Piog. Switch H:Heating Enlcr number of I: Inlet Vanes 0: Occupancy Sensor C:Cooling Isolation Zones P: Variable Pitch ' VAY MINIMUM POSmON CONTROL? Y:Yes M: Manual Tuner B:Both V:VFD O:Othcr SIMULTANEOUS HEAT/COOL? N:No C:Cwvc I · · HEAT AND·COOLSUPPLYRESET? VENTILATION OUTDOOR ECONOMIZER O.A.CFM DAMPER I HIGH EFFICIENCY? B: Air Balance A:Auto A:Air Enter Outdoor ,, C: Outside Air Cert. G:Gravity W:Watcr AirCFM. M: Out. Air Measure: N: Not Required Nocc: This shall i D: Dcmind Control be no Jess than N:Nllllrll ColumnGon MECH-4. .. -' , . , ' Nonl"C$idcntial Compliance Fonn January 1996 .). ,.: . . . . ..-.. CERTIFICATE OF COIVIPLIANCE CPart2of3) l\'IECH-1 1'STEi\1 FEATURES i...;ls~_STE_M_NAM_E _____ II Hf-I~ TIMECONTROL .? SETBACK CONJ'JlOL r; .. -. -· ISOLATION ZONES I HEATPUMPTHERMOSTATI 'f .. ELE¢RJC HEATI 1-J · F~ CONTROL.· 0 VAV MINIMUM POSmONCONTROL? .. ·N SIMULTANEOUS HEATICQOL? f,J HEAT AND COOL SUPPLY RESET? ~ .. VENTILATION · ~ OUTDOOR DAMPER CONTROL? ~ --. ECONOMIZER TYPE tJ DESIGN AIR CFM (MECH-4,.COLtJMN H) . ·. 1 l;;> .. HEATING EQUIP. TYPE H~TPtlMr f' ··;. OHEFFJCIEHCY? f 1FYES~EFF.f N VA. I 'H/A ·\ :-~AND MODEL NUMBER ' \ -!ZiA~ ~ Wtt>ate 1-r -~ooUNG EQUIP. TYPE _HE-<iTP UMP HIGH EFFICIENCY? . f lFYES EN'rtR EFF. I N/A-1 N/A MAKE AND MODEL NUMBER ,ru~ E. Wc-potlf> ... ·- MECHANICAL SYSTEMS VJ ~ I . V ~· 0 . ~, ~ .. JJ b (:i ~ 1.;01110 tk> 6,,t,.1pUt,1·D N IA I N/A ... · tz.A~E. Nt~ot+ E.ATPtiMr . ti/A I t,I li. ,12P-Nf. ~ ,cci'uf I DATE 9/11 /4J, ~:a \. 1-1 P (p I NOTETOFIELD rt f--I BaUdJag. Dept. UK 7 f? _ ·j I y I . N i a ! i 1--l i ' N = .I l'I < I P-:> /~. N 4'3> ! H~TfUM(' . -~1~1 YtJ7A ,~E Wct>o~b .. ·· Hf..ATfOMP ... 1-1/A l "I¼. . - '1 Ii/. N E W, t701>~ l CODE TABLES: Enter code fioa:l tablebclowinlo columns above.. I ! HEAT PUMP 111ERMOSTAT? TIME CONTROL SETBACK ISOLATION 'FAN I -'. CTRL ZONES CONTROL ELECTRIC HEAT? S: Prog. Swieda H:Hcaling Enlet number of I: Inlet Vanes 0: ~ Sensor C:Coor111g Isolation Zones P: Variable Pitch ! VAY MINiMUM POSfflON CONTROL? Y:Ycs . M: Mlnllll Timer B:Both V:VFD O:Othcr SIMULTANEOUS ~TJCOOL? N:No C:Curvc I .. HEAT AND COOL SUPPLY RESET? V~TION .OUTDOOR ECONOMIZER 0.A.CFM DAMPER i HIGH'EfflqENCY? B: Air Balance. A:AIIIO A:Air Enter Outdoor C: OutsidcAirCat. G:Gravity W:W11er AirCFM. M: Out. Air Mcasarc N: Noc Required Nole: This shall -1 .. . D: DcmiadCoauol be no Jess than N:Naunl ColumnGon MECH-4. i C FIJl!J.1ltlilH!10mlU!lldi'IYU§IBIIUll§lll!d¼!1......,._...._ I . . --. j' .r) · · · I t I l. .. I I Nonresidential ComoiianceFonn January 1996 CERTIFICATE OF COMPLIANCE (Part2of3> MECH-1 S\'STEi\1 FEATURES I MECHANICAL SYSTEMS I ·,_1s __ YST_E_M_N_A_M_E ______ I ___ E_-_l ___ ... 1-l E -1. 1 ... 1 __ E._-_~ __ __. :u~~~::~~e TIME CONTROL E.x1s11tJ6 E.x I ~T ltJ C-r E.xl~ uJ6 SETBACK CONTROL .: I.SQU'J'JON ZON~ . HEAT PUMP TIIERMOSTAT? ELECTRIC HEAT? .. FANCONTROL VAV MINIMUM POSmON CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE DESIGN AIR CFM (MECH-4, COLUMN H) l",o I '?>t> H.E,\TING EQUIP. TYPE H iAT r uM r K l:.6-TfU ~ 17 HIGH EFFJCIENCY? I IF YES ENTER EFF •• N/i I I N/,A 1 N/~ I I VA MAXEAND MODEL NUMBER ·~~fl.j~Mo~ ~~w'i~JF}Aai rt-4- · COOLING EQUIP. TYPE HE;.AT p UM r H ~/>.T ruM " HIGH EFFJ~ENCY? 1·1F YES~ EFF. I N/A.I ~It--N/A I . N/,-.. MAKE AND MODEL NUMBER ~~11 ~ j(:~c-~ ~~!t-lMo~ · C9DE.TADLES: Enter code fiom table belowJnto columns above. HEAT PU~P THERMOSTAT'.?. TIME CONTROL SETBACK ISOLATION 'FAN CTRL ZONES CONTROL ELECTRIC.HEAT? S: Prog. Switch H:Heating Enter number of I: Inlet Vanes 0: Occupancy Sensor C:Cooling Isolation Zones P: Variable Pitch v-,.. V M!N•l'tlWtf POSmON CONTROL? Y:Ycs SIMULTANEOUS HEAT/COOL? N:No M: Manual Tamer · B:Both V:VFD O:Othcr C:Cwvc l{~~T AND COOL SUPPLY RESET? VENTILATION OUTDOOR ECONOMIZER 0.A.CFM DAMPER HIGH EFFlCIENCY? B: Air Balance A:AlllO A:Air Enter Outdoor C: Oulsldc Air Cat. G:Gravity W:Watcr AirCFM. M: Out. Air MtlSW'C N: Not Required Nocc: This shall D: Demand Control be no less than N:Natunl ColumnGon MECH-4. NOTES TO FIELD -For Buildin~ Department Use Only . j ~11.!::/ ==================:I·· 1 Nonresidential Compliance Fonn January 1996 ' : .). CERTIFICATE OF COMPLIANCE (Part2of3) MECH-1 I DATE 4/11/41 S\'STEi\1 FEATURES I MECHANICAL SYSTEMS I '-ls_Y_ST_E_M_NA_M_E _____ __.I ..... _E_· _-_4-___ ...... I I E .. ~ 1 .... 1 __ E._-_0 __ ____, :u~~:.~;;~~ TIME CONTROL E.xlST11JC-r E. X I ~ T I tJ C1 E.xl~ INf SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL VAY MINIMUM POSmON CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VENTILA TJON OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE t DESIGN AIR CFM {MECH-4, COLUMN H) E-)( I t,j IN~-E.XISTli-16 HEATING EQUIP. TYPE • H~A,r UMt' 1-t~,..1 r u t.-i r HIGH EFFICIENCY? j IF YES ENTEREFF. # N/.6. I I ~/.A' . NIA I I ~IA MAKE AND MODEL NUMBER fZHm1 ltl~o3C:q:'. jq.!Ee11 ~J¥-M0b()(* COOLING EQUIP. TYPE HE:.AT purvir Hf:.AT pUMp HIGH EFFICIENCY? I IF YES E_NTER EFF. # ·. H/A.I tJ/.A N/A I t-v~· MAKE ~ND MODS.-NUMBER ~ft™a~e-J( ~HE:er1 rt-f~At>ho~ CODE TABLES: Enter code fiom ta!,le below into coll!fflllS above. · HEAT PUMP TIIERMOSTAT? \ . ~LECTRIC HEAT? VAY MINIMUM"POSITiON CONTROL? Y:Yes SIMULTANEOUS HEAT/COOL? N:No HEAT AND COOL SUPPLY RESET? HIGH EFFICIENCY? TIME CONTROL S: Prog. Switch 0: Occupancy Sensor M: Manual Timer VENTJLA TION B: Air Balance C: Outside Air Cert. M: Qut. Air Measure D: Demand Control N:Natural SLI'BACK CI'RL H:Hcating C:Cooling B:Both OUTDOOR DAMPER A:Auto G:Gravity ISOLATION ZONES Enter number of Isolation Zones ECONOMIZER A:Air W:Watcr N: Not Required . /.-~-.. ---c_: ,_.. FAN CONTROL I: Inlet Vanes P: Variable Pitch V:VFD O:Othcr C:Curve 0.A.CFM Enter Outdoor AirCFM. Note: This shall be no less than ColilmnGon MECH-4. NOTES TO FIELD -.For Building Department Use Only . '1~: ==============!.1'·1 Nonresidential Compliance Fonn January 1996 C.ERTIFICATE OF C01\1PLIANCE (Part2of3) MECH-1 TIME CONTROL SETBACK CONTROL . ISO.LATION ZONES HEAT PUMP TIIERMOSTAT? ELECTRIC HEAT? FAN.CONTROL VAV MINIMUM P6smoN CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE DESION AIR CFM (MECH-4, COLUMN H) HEATING EQUIP. TYPE· HIGH EFFICIENCY'? I IF YES ENTER EFF._' MAKE ANO MODEL NUMBER . ·' ; COOLING EQUIP. TYPE .. · ~ .. ~ HIGH EFFICIENCY? I IF YES B;ITE1l EFF.' MAKE AND MODEL NUMBER · E.xlST 1~6r E.x I ~T-ltJ (1 . E.x l~Tl ~lT 100 Hf.Aft'Ut4t' lf~TPUf.1 f' N/6. I I tJ/~' NIA I I t-l/p. l2H~~H It ~AAtv11,r ~H~ ~JllMo4e>~ F[E:-AT·puMr. HlATf.L1Mf7 . /:-~-'. ---r· ;: ~-,· H/A.1 t-l/ ,6-N/A I .• t-1/A' Fll~rtl™o4uK -~~~~ ~Aa~ _ .. ,;: ==========~=========::::CO:::D::.E::::T.:::AB;LES:::::::::Entcr::::::::codc:::;. ;.;.fiom~~,.;.;;tab= ~'=Ic~bclow~~.:::in= ;:_to= ~co-:-::;;.l~umns;_~abovc.~~~~-;_-:_~-:_-;_-;,-;_-;;-:.-;_-:_-;_-:_-:_~-:.-:.-:_-:_-::_ TIME CONTROL SETBACK CTRL ISOLATION · FAN HEAT PUMP THERMOSTAT? ELECTRIC HEAT? . . VAV MINIMUM POSmON CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? HIGH EFFICIENCY? Y:Yes N:No . S: Prog., Swileh . 0: Occupancy Sensor · M: Manual Tuner VENTILATION B: Air Balance C: OutsklcAir Cert. M: Out. Air Measure D: Dcmlad Control -N:Natural H:Hcating C:Cooling B:Both OUTDOOR DAMPER A:Auto G:Gravity ZONES CONTROL Enter number of J: Inlet Vanes · lsolllion Zones P: Variable Pileh V:VFD O:Othcr C:Curvc ECONOMIZER . 0.A. CFM A:Air W:Watcr N: Not Required Enter Outdoor AirCFM.. Nore: This shall be no less than ColumnGon .. M~. NOTES TO FJELD -For Building Department Use Only . . I i ~-l.=r ===========~'-·I Nonresidential Compliance Fonn . January 1996 :.:;; -). CERTIFICATE OF COMPLIANCE (Part2of3) MECH-1 I DATE -4/11/41 S\'STEI\J FEATURES ----~ . ' ; . l 11 MECHANICAL SYSTEMS I NOTE TO FJELD !SYSTEM NAME E-·1~ II I; -ll II , : ........ D, ...... - TIME CONTROL E.xlST 1tJ6 -E.x I c; T-IN C; . SETBACK CONTROL . ISOLATION ZONES._ --·-· . HEAT PUMP 111ERMOSTAT? ELECTRIC HEAT? FANCONTROL VAV MINIMUM POSITION CONTROL'! SIMULTANEOUS HEA-TJCOOL? ! - HEAT AND COOL SUPPLY RESET? I . VENTILATION OUTDOOR DAMPER CONTROL? . ECONOMIZER TYPE DESIGN AIR CFM (MECH-4, COLUMN H) ';)00 100 HEATING EQUIP. lYPE Hf.Ait'Uf4j? H~Tf?U~f' ----- ' .. - HIGHEFFICIENCY? I IFYESENTEREFF.f N/,6. I I tJ/,.6. I NIA I I lJ/p. l -- MAKE AND MODEL NUMBER ~~et·rtJ ~Ao~c.f:: -ftitEEH ~ 1 ~AA() ,&e,~ . /2~.,, ·' (_} .· -. COOLING EQUIP. TYPE H~ATpUMr H~AT f lJM 7 I .. ~GifEFFICIENCY? j lFYES-81'J'ER EFF. f N/A.I l-J/.A . N/A I N/h I ~--' ; - MAKE AND MODEL NUMBER ~EB1 ft\ ~~Aobo* t41~ ~ ™<J4t>q: --. ;I CODE TABLES: Enter code fioni table below intp_colWMS above. .. I · . HEAT PUMP TIIERMOSTAT? TIME CONTROL SETBACK ISOLATION FAN CTRL ZONES CONTROL -ELECTIUC HEAT? S: Prog. Switch H:Hcaling .. Enter number or 1: Inlet Vanes · 0: Occ:upancy Sensor C:Cooling Isolation Zones P: Variable Pitch VAV MINIMUM POSmON CONTROL? Y:Yes M: Manual Tuner B:Boch V:VFD 0:0thcr SIMULTANEOUS HEAT/COOL? N:No C:Curvc HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR ECONOMIZER O.A.CFM DAMPER HIGH EFFICIENCY? B: Air Balance A:AUIO A:Air Enter Outdoor C: Oldsidc Air Cert. G:Gravity W:Waicr AirCFM. M: Out. Air Measure N: Not Required . Nole: This shall D: Demand Control be no less than N:Namral 1 ,,_Column G on . -·· ' v-MECH-4. . ~ .... NOTES TO FIELD -For Building Department Use Only . I ~t ~rL::: ======::::;:::=:========.1, I Nonresidential Com1>Jiance Fonn January 1996 CERTIFICATE OF C01\1PLIANCE (P~1rt3of3) MECH-1. I DATE~ / II/ 4.1 f INSULATION . -. . I DUCTTAPE I SYSTEM NAME · DUCfTYPE DUCT LOCATION ALLOWED? DUCT INSULATION NOTE TO FIELD (Supply, Return, etc.) (Roo( Plenum, etc.) I YIN I R-VALUE BaUdtai. DtpL the 1-t"-I, Hp..:i., Ht)...~ 4?U P.l'L)' t ·rLe:..iut-1 I~D rz.-~ "'. i- H I .. H t,_.~ r~:-uf?.N 000 ,..;+·· ., -.. . ·-H •;,1 ~ ·H ".;.2:>;H t,_4' 000 H 11-·10; t ~ ... 11, H >.-:12 000 H '-:l?i,H ~ .. 1+,H '--1~ 000· H 11-1&, Hf--11 (X]O e..-i. .. E.-; . . .. 000 E.-1, E---+IE-~, f.-~ oo o· f.-1 ·E.-€>, E.-'l lKID - ~:.10., E.-11.:. '. 000 .. DO .. : .. . PIPE INSULATION ,!:~·..,_, • -I INSULATION I ftt'j SYSTEM NAME PIPETYPE REQ'D? NOTE "_fO FIELD· \ (Supply, Return, etc.) 1-Y-IN I B~l>ept.Uac o·o . D 0 ... 0 D D 0 D D D D .. D 0 D D D D NOTES TO FIELD -For Building Department Use Only Nonresidential Co~oliancc Form January 1996 lVIECHANICAL SIZING AND FAN PO\VER lVIECH-2 SIZING and EQUIPMENT SELECTION · --1~-DESIGN~CONDmONS: -OUTDOOR. DRY BU,LB TEMPERATURE COOLING ~ (~PEND IX _C) 2>~ ~ -OUTDOOR. WET BULB TEMPERATURE (APPENDIX C) lob -iNDOOR. DRY BULB TEMPERATIJRE (APPENDIX C) 1s 10 l.SIZING -DESIGN OUTDOOR AIR -ENVELOPE LOAD -LIGHTING -PEOPLE . -MISC. EQUIPMENT .___2)_,C>_~ _ __,1CFM(MECll4;COLUMNH) y, 1 ., ~-r 1 . .B, '· ~ ; 1-...i..--.-1 1,JJ WATIS/SF(LTG-2) ~ ;,(? ~--~ ._I ";O # OFPEOPLE(MECH 4;COLUMN E). i,. ';', ~------~ 0. Cf 1... WATTS/SF '=>'2-2--. 'l? -01HER ( PROCESS LOADS.DUCT )-----·-OTHER LOSS. INFILTRATION. ETC '""'(Desai,.,.._ ..,,_be,_,.) ___ _ t----------4 B i . (Describe) TOTA~ . ' .SAFETY/ WARM UP FACTOR MAXIMUM ADJUSTED'LOAD (TOTALS FROM AB(?VE x SAFETY/ WARMUP FACTOR) . 1 ~&4,SSH ~Go.+:11 i ITIDITI£1 ~~ 3.SELECTION: . U?c, f·oug. 1;-fot,I UtJ IT~ INSTALLED EQUIPMENT CAPACITY . I 7~-4 11 &ft>.o I Kbtu./ Hr Kbtu / Hr IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTEDLOAD,EXPLAIN · · °E6lUIFM~l-ll <;li.E. P.,.ASEP -oN ~LuJ~ LoA'? FAN i>O\VER CONSUMPTION DESIGN FAN DESCRimON BRAKEHP I ' , ·. ~ lac:lll!fc.(!1111 fan systaas c=cdiac 2S HP (sec f 144). · \, · foial F111 S,slCIII Po.r Danaachaa, aoc cxcc:cd o.a WauslCfM for COIIS1lnt ~IIIIIC S)'StallS or l.lS Wam.a:M forVAV systems. Nonresidential Compliapcc Fonn EFFICIENCY MOTOR DRIVE . NUMBER PEAK WATTS OFFANS Bx Ex 746 / cc x D) . ' Im i ·i CFM (Supply Fans) .. I . I ·! t I 1. .i ! ' TOT~ '--1 ___ ,__,· 11 J .TOTALFANSYSTEM !=I =J =-. POWERDEMAND Col.F/CoLG- WATTS/CFM Janua,y 1996 l\1ECHANICAL SIZING AND FAN PO\VER l\1ECH-2 SIZING nnd EQUIPMENT SELECTION · -J.·DESIGN-€ONDIT:IONS: -OUTDOOR, DRY BULB TEMPERATIJRE -OUTDOOR, WET BULB TEMPERATIJRE -·INDOOR, DRY BULB TEMPERATIJRE 2.SIZING (~PENDIX_C) (APPENDIX C) (APPENDIX C) COOLING~ 1-fl-l?~! (pe, -·DESION OUTDOOR AIR I :ooo lcFM (MECH 4; coLUMN H) -ENVELOPE LOAD -LIGHTING -PEOPLE . . -MISC. EQUIPMENT • OTIIER ·c· PR~ LOADS, t>UCT \ -OTIIER LOSS. INFlLTRATION. acJ · _. ·. SAFETY/WARMUPFACTOR 1,0 . !Lb <o.o WA TIS/ SF (LTG-2) # OF PEOPLE (MECH 4; COLUMN E) 1----_;..,_-1 WAITS/SF (Describe) •. (Dcscribc) . TOTALS 1--lc=i: c=J·i !:===· ==:,__,,,...,..........,. ... i I 111 .1~1-1 4:+-. tf:2-I i _ /.·:~_MUM AoruSTEDl.oAD CTOtALS FROM ABOVE x SAFE:rY/WARMUP FACTOR> [TIO:~ ~[ffif] i::sELEcrtoN:-· --..:·:~J:$.::::;;.·~::-. ~' .. ·: . ·. . . . -----.-------.(·/~:f:.·~~$;F!dl£D EQUIPMENT CAPACITY 1 · r 1Lo ., (). -.1 -~ ;}}.\;~·'.\·. · _.?-. : · .. . : .. ; . _ -. K6iu / Hr _.,.,,_~btu-/~Hr~ : .!_:;,. .. --... ·"'· -.-. . . . . . -. .tf;W'INSTA~-CAPACITY EXCEEDS MAXIMUM . · · _._·;~~ .. _:::~~STED:LOAD,EXPLAIN . ·. E.~u1·rv11:~_l ~·lt.E P.,.ASED ~N-~LnJGr Lt>A~ FAN i>O\\'ER CONSUMPTION DESIGN "!: ~ • ... : -·::.~;'.::~::. --·-__ F._~ .... -_D __ ES_c.;;..ru_m ___ O_N_· -~ BRA~ HP ;t~ft:t.f; ~ -~ '~~;~,~): : . ;J ;i,t/-i . ~· r ;. ';: ;_.';;{ ._.· NQnn:Sidcntial Compliance Forin EFFICIENCY M01'9R DRIVE ' - '*--~ • NUMBER PEAK WAITS OFF~ ij x Ex 746 / (C x D) ·. : (m ; ·I .---.! CFM .i (Supply Fans} ~ I ---------t., -· :.-... ·-. I ! TOTMS 1-,;,1. ___ __.II:::::: =- 0TOTALFANSYSTEM I O o O J POWER DEMAND Col. F / Col 0- . WATl'S/CFM January 1996 l\1ECHANICAL SIZING AND FAN PO\VER l\1ECH-2 PROJECl'NAME Ct>-LLA w J,,. STEM NAME H .;_ "(p SIZING and EQUIPi\lENT SELECTION · ·-1. ·nESIGN·CONDmONS: -- -OUlDOOR, D~Y BULB TEMPERA 11JRE -OUTDOOR, WET BULB TEMPERA 11JRE . -INDOOR, DRY BULB TEMPERATURE l.SIZING· (APPENDIX _C) (APPENDIX C) (APPENDIX C) -DESIGN OUTDOOR AIR ..___b_o_o ___ __,,CFM (MECH 4; COLUMN H} 14.e,4-; : -ENVELOPE LOAD -LIGHTING --PEOPLE . 'l-. 0 1.4 WA TIS/ SF (LTG-2) # OF PEOPLE (MECH 4; COLUMN E) 1..17 Gf.lo4 ~.o' I I -MISC. EQUIPMENT i.o WATTS/SF 4 ·"'· • OnIER ( PR~ LOADS. DUCT ) -OmER LOSS. INFILTRATION. ETC (Dcsc:ribc) .(Dcscribc) TOTAIS SAFElY/WARMlJPFACTOR · MAXIMUM ADJUSTED'LOAD (TOTALS FR.OM ABOVE X SAFF:CY/ WARMUP FACTOR) -. ·3. SELECtlON: · INSTALLED EQUIPMENT CAPACITY I 44 . 4 11-tf>I · 0 11 . Kbtu/Hr Kbtu/Hr I IF _INSTALLED CAPACITY EXCEEDS MAXIMUM . . . ADJUSTED LOAD.EXPLAIN . E~Ul ft'1E"l s lt.E. f;ASEP t>t-! Ut,LttJGJ Lt'Af? l FAN I>O\\'ER CONSUMPTION ~ [i) lg ml lil [fil [Q] • ; ·I I DESIGN I EFFICIENCY NUMBER PEAKWATIS CFM ' FAN D,ES<:rumON . BRAKEHP ·MOTOR PRIVE OFF~S B x Ex 746 / (C x D) (Supply Fans) I , I j ... I ! : : ' - . . )<>:fE: ~-qaly fia sysrans cxcccdlac 2S HP (sec f 144). . ~ I 11 J TOTAIS r~OIII Fan S)'Sfan Power Danlad aaay DOl cxcccd O.I WIUSICfM for TOTALFANSYSTEM I . coastlnt ~IIIIIC systems or 1.25 Wl&tSICFM for VAV systems. . ~ · POWERDEMAND Col.F/CoLG-. WATI'S/CFM . . Nonresidential Compliance Form January 1996 l\1ECHANICAL SIZING AND FAN PO\VER l\'lECH-2 SIZING and EQUIPMENT SELECTION · 1. DESIGN'CONDITIONS: -OU1DOOR, DRY BULB TEMPERA1URE -OU1DOOR, WET BULB TEMPERA1URE -INDOOR, DRY BULB TEMPERATURE 2.SIZING -DESIGN OUTDOOR AIR -ENVELOPE LOAD -UGHTING (APPENDIX_C) (APPENDIX C) (APPENDIX C) lcFM (MECH 4; COLUMN H) 1., ,0 WATI'S/SF(LTG-2) COOLING~ -~'?-~: ~b I . f::>1.. 1-7 .9fo fo. 4--Z. -PEOPLE ·. t----...---1 . 9 # OF PEOPLE (MECH 4; COLUMN E) fo. 01- -MISC. EQUIPMENT ~.-~; WAITS/SF . 1°.7+ -01HER ( PR~l.OADS.DUCT Y-----..,,.,---.,,-,--...------01HER LOSS. INFILTRATION.ETCJ. (Dc:scribc) (Dc:scribc) TOTALS SAFF:fY/ WARM UP FACTOR MAXIMUM ADJUSTED1.0AD (TOTALS· FROM ABOVE x SAFF:r'Y/ WARMUP FACTOR) 3. SELECTION: INSTALLEDEQUIPMENTCAPACITY . I /of.~ ! I i5P>.o 11 Kbtu / Hr Kbtu / Hr I IF INSTALLED CAPACITY EXCEEDS MAXIMUM ~JUSTEDLOAD.EXPLAIN E.GU'lrM~~l Slt.f. f;~SEP t'N ~Luu~ LcA~ I FAN 11O\\'ER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE HP . ·. ( ·, -~_qalyfansys1C111Scxcccd"111&2SHP(sccf 144). ' ' oCII F111 S)'Slcal Power Demand may DOC cxcccd O.I Waas.o:M for coastlnt ~mnc systans or l.2S Waus.OM f'or VAV systems. Nonresidential Compliance Fonn EFFICIENCY MOTOR DRIVE . . - NUMBER PEAK WATTS OFFANS B x Ex 746 / (C x D) I (m i ·i ---! CFM j (Supply Fans) ~ i ----1 t ""i --~, : TOTALS 1.-1 ---~" j TOTALFANSYSTEM :=I ===-. POWER DEMAND Col. F /Col 0- WATTS / CFM January 1996 lVIECHANICAL SIZING AND FAN PO\\'ER lVIECH-2 ~NAME H ... 2> ... I NOTE: Provide oac copy oflhis ronllfor each mccbaalcal system wbcn using the Prescriptive Approach. SIZING and EQUIPi\lENT SELECTION -1. DESIGN CONDmONS: -OUTDOOR, DRY BULB TEMPERA TIJRE . -OutoooR, WET BULB 1EMPERA 11JRE -INDOOR. DRY BULB TEMPERA TIJRE l.SIZING (APPENDIX_C) (APPENDIX C) (APPENDIX C) -DESIGN OUTDOOR AIR .._1· _6o __ ___,ICFM (MECH 4; COLUMN H) -ENVELOPE LOAD -LIGHTING //; ,CJ WAITS/SF(LTG-2) 1------f COOLING~ ._~'?-I~: lob o .°lo 9.i.o 'l-. ~i. -PEOPLE . ~ # OF PEOPLE (MECH 4; COLUMN E) 1.-. I 2> -MISC. EQUIPMENT <o.11 WAITS/SF 1. 1ft> -OTI{ER ( PRocissLOADS..DUCT )-----------1 ______ _ -OTIIER · LOSS. INFILTRATION. ETC (Describe) Eli •. .. ~, SAFE:rY/ WARM UP FACTOR (Dcscribc) TOTALS 11.-1.1eo II ~.J~ ... I i [[ITJL[I£] MA?C™UM ADJUSTEDi:,OAO_ (TOTALS FROM ABOVE x SAFETY/ WARMUP FACTOR) 3. SELECTION: · ~~ INSTALLED EQUIPMENT CAPACITY I ~'?. 2> II 1.-~.e 11 . Kbtu /Hr Kbtu / Hr I IF INSTALLED CAPACITY EXCEEDS MAXIMUM · -, ~JUSTED LOAD. EXPLAIN E.G u I r~ ~~ 1 ~ , tE P.,A., E f) t?N c::a, L, IJ Gr ~At? FAN I>O\\'ER CONSUMPTION ~ . [ID (g ml (ID [E] [QI DESIGN EFFICIENCY_ NUMBER PEAKWATIS CFM FAN DESCRIPTION BRAKEHP MOTOR DRIVE OF FANS B x Ex 746 / (C x D) (Supply Fans) .. ,,, - . J : ".'!01'£= IDdaifc.C!IIIY m syslCIIIS cxcccdiac ~ HP (sec f 144). -..,, TOTALS I 11 · rEOCII F•Syslcaa Power Demand 1111)' aoc exceed o.a WIUSICfM for _ TOTALFANSYSTEM I . caastlllt~ S)'SlanS or l.2S WaaslCFM for VAV systems. . ~ POWERDEMAND Col F/o,t.G .. • . WATI'S/CFM . . . NQnl'CSidcntiaJ Compliance Form January 1996 lVIECHANICAL SIZING AND FAN PO\\'ER l\1ECH-2 ,~NAME C,6-LLA.l,J .A >EMNAME I J NOTE: Provide one copy of this fOC'lll forcada mcchmllcaJ sysccm wbcn using tbc Prescriptive Approach. SIZING and EQUIPi\lENT SELECTION · · ·1.-DESIGN·CONDmONS: -OUTDOOR, DRY BULB TEMPERA1URE --OUTDOOR, WET BULB TEMPERA1URE -INDOOR, DRY BULB TEMPERA 1URE 2.SIZING (APPENDIX_C) (APPENDIX C) (APPENDIX C) 1-C-O-~-~-IN-G-1~ ' fob -DESIGN OUTDOOR AIR ,___1_-zh __ .... lcFM (MECH 4; COLUMN H). 4.o~ -~VELOPE LOAD I.ti -LIGHTING 1.,, 0 WAITS/SF(LTG-2) 1--------,,----t 10. i 4- -PEOPLE . I ~ # OF PEOPLE (MECH 4; COLUMN E) 9 .4'1 -MISC. EQUIPMENT 1,, _o WAITS/SF 10.Cot -OTiiER ( PR~ LOADS. DUCT J -----c -------------OmER LOSS. INFILTRATION. ETC (Describe) a: . "'-'.~;) (Describe) TOTA~ ; .·¼'·. -1 . ':>..,....,,,...__ :,-.-(;;-II 21 . 11. I • I I . SA.FETY/WARMUPFACTOR . MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARMUP FACTOR) 3. SELECTION: [CTDIIfLl ~[TI3IJ: INSTALLED EQUIPMENT CAPACITY I 1>4. f II ~, .0 I Kbtu / Hr Kbru / Hr IF INSTALLED CAPACITY EXCEEDS MAXIMUM - .ADJUSTEDLOAD.EXPLAIN E:~u,r-1E~l ~lt.E. P:>ASED ""' ~L11Jl:r L()At? FAN 11O\\'ER CONSUMPTION DESIGN FAN DESCRimON BRAKE HP i ··.~~ ~.t/lW/ mS)'SICfflS cm:cdiac 2S HP (sec f 144). . . '-Total F111 Sys&cm Power Demand may aoccxcccd 0.1 WaaslCfM for ~ vo_lumc S)'SICalS or l.lS WIIUICfM for VAV systems. Nonresidential Compliance Fonn EFFICIENCY MQTOR DRIVE . .. NUMBER OFFANS PEAK WATTS B X Ex 746 / (C x D) .CFM (Supply Fans) TOT~ 1....I ---~''·· J TOTALFANSYSTEM -, --. . . POWERDEMAND Col.F/CoLO- WATI'S/CFM January 1996 1\1ECHANICAL SIZING AND FAN PO\VER l\1ECH-2 paOJF.CTNAME Ct6-LLA i,J ~ . SlEMNAME H -I 0 l NOTE: Provide one copy orlhis rona r«cadl inccbealcaJ system wbcsl using the Prescriptive Approach. SIZING and EQUIPMENT SELECTION · ·1.·oESIGN CONDmONS: -OUTDOOR. DRY BUU3 TEMPERATURE -OUTDOOR. WET BULB TEMPERATURE -INDOOR. DRY BULB TEMPERA11JRE • 2.SIZING (APPENDIX _C) (APPENDIX C) (APPENDIX C) COOLING~ _2>/J;)-~; lt,b -DESIGN OUTDOOR AIR __ I 1 ..... o ___ jcFM (MECH 4; COLUMN H) 1-. _1>_._()_{p_crn=i : , -ENVELOPE LOAD ~.S ~ -LIGHTING 1, ,0 WATTS/SF(LTG-2) 1,47 ---......--t -PEOPLE . I I # OF PEOPLE (MECH 4; COLUMN E) 1. -----t 1---.-..,.......,.---1 .: MISC. EQUIPMENT 'l,. 0 WA TIS/ SF 1. ~ 1 -OTHER ( PR~LOADS.DUCT \ ========:-.:,-...,,...,----c==i : -OTIIER LOSS. INFILTRATION. F:rCJ (Dcsc:ribc) i-----1 c=J ·i (Dcscribc) TOTALS SAFETY/ WARM UP FACTOR · MAXIMUM ADJUSTED'LOAD (fOTALS FROM ABOVE x SAFETY/ WARMUP FACTOR) I ~o. ,,,? II l':J .~~--J i CL!DITI£J. ~[filj] 3. SELECTION: . 1 ~,.+ II-~"'·" ·1 I INSTALLED EQUIPMENTCAPACllY . · . Kbtu/Hr · Kbtu/Hr I IF INSTALLED CAPACITY EXCEED!i MAXIMUM · . . . ADJUSTEDLOAD,EXPLAIN E~uIr.-1·~}l1 ~lt.E. P:,ASED .ot-l ~LuJ~ lt>Af? I FAN 11O\\'ER CONSUMPTION ~ . Jru DESIGN EFFICIENCY FAN DEScrumON BRAKE HP MOTOR ·oruVE , .. Nonresidential Compliance Form NUMBER PEAKWATIS CFM OF FANS B x Ex 746 / (C x D) (Supply Fans) .. TOTALS '--1 ___ ..... II:====-J TOTAL FAN SYSTEM· 1 . POWER DEM~ND Col. F /Col. 0 WATl'S/CFM : j ·l I I . .i ( t ! i .i ! : January 1996 l\1ECHANICAL SIZING AND FAN PO\VER l\1ECH-2 norecrNAME e,.o. LLA vJ ,6, · :ilEMNAME H -·1 I SIZING and EQUIPl\lENT SELECTION -1 ... J>ESIGN CONDIT16NS: -OU1DOOR, DRY BULB TEMPERATURE -OUTDOOR. WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2.SIZING (APPENDIX C) (APPENDIX C) (APPENDIX C) -COOLING~ _el_?~! fob -DESIGN OUTDOOR AIR .___~_· _ ___.lcFM (MECH 4; COLUMN H) -1--I,--: ~-1..,--t~ : -ENVELOPE LOAD -LIGHTING ?.,tJ . -PEOPLE . ~ -MISC. EQUIPMENT b.l', -OTHER ( PR~ LOADS.DUCT \ -OTHER LOSS. INFJLTRATJ.ON. 'EI'CJ ',: . SAFETY/WARMUPFACTOR. WATIS/SF(LTG-2) # OF PEOPLE (MECH 4; COLUMN E) WAITS/SF (Describe) (Dcscribc) TOTALS 'i.?? t. le> . I MAXIMUM-ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARMUP FACTOR) . _3~· SELECTION: INSTALLED EQUIPMENT CAPACITY . ' I 3/:1 .. + II 3 t;. 0 11 . . . Kbtu/Hr Kbtu/Hr I IFINSTALLEPCAPACITYEXCEEDSMAXIMUM . . . . 1 ~JUSTEDLOAD,EXPLAIN . . E~u1r~~"l ~lt.t. f;ASED ""' ~L11JGr lt>At? j FAN 110\VER CONSUMPTION ml Jg DESIGN EFFICIBNCY FAN DESCRIPTION BJV.KEHP MOTOR DRIVE .. , { '· )~~lncl~_q,s&yf11uysirmcxa:cdia&2SHP(sccf 144). ,,, r,.;,, ______ ..... ._.Wmn/Cl'M .. c:oastant~mncS)'SlclnSor 1.25 WIIISICfM r«VAV sysacms. . ' NQRl'CSidcntiat Compliance Form NUMBER OFFANS [E): PEAKWATIS B x E .X 746 / (C x D) CFM (Supply Fans) TOTALS .._I ----":===- TOTALFANSYSTEM I . J POWER-DEMAND Col.F/CoLG WATl'S/CFM January 1996 IVIECHANICAL SIZING AND FAN PO\VER l\1ECH-2 ~~: --. H ·..;11-- SIZING and EQUIPi\lENT SELECTION · ·-1.·riisIGN eoNDmoNs: -COOLING~ -OUTDOOR, DRY BULB TEMPER,ATURE -OUTDOOR. WET BULB TEMPERATURE (~PENDIX_C) (APPENDIX C) (APPENDIX C) ,_2>'?-t~: fob -lNDOOR,DRY BULB TEMPERATURE 2.SIZING -DESIGN OUTDOOR AIR ..... 1_1-_I tE:> _ ___.lcFM (MECH 4; COLUMN H) ~.q? -ENVELOPE LOAD ~.~o -LIGHTING 1,,() WATI'S/SF(LTG-2) JO.'l-?· -PEOPLE . ·MISC.EQUIPMENT -----. I~ # OF PEOPLE (MECH 4; COLUMN E) 1-...--:---c i..o WATTS/SF <=J. b-Z, 10.1h . -OTHER ( PR~LOADS.DUCT \ -----c '."' OnmR. LOSS. INFILTRATION.F:fC.J -(Ocscribc~.,-,)----Bi .(Ocscribc) . TOTALS I 1> 1 . ? 7 11 I~·~ . -I : -SAFETY/"WARM·UP FACTOR ~ .. . -. - ,MAXIMUM ~JUSTED'~AD (TOTAl:,S FROM ABOVE x SAFETY/WARMUP FACTOR) FAN I•O\\'ER CONSUMPTION ITEJ_CII£J. ~~ . . . ffi] . : Im .i. r.-------------......,. ___ ,------,---,--------. ,... _______ I -~:;. · .. _ · .DESIGN 'EFFic:IENC)' .NUMBER-PEAK WAITS CFM i -;'~,:, ·:j· -F~~DES~PTION .B~KEHP· MOTOR._ D.RIVE . _OFFANS ·B·xEx74~-/(CxD) (SuppJyFans); .......-------.....------------1 :i:/ .... ---<=,-=· ·===============: :=====: :=========: :====: :~~~~----_-_ -_ --i-t' -• -I ; . . ' ! : ------: · ... " :. '·. '• '!-------------' ..._ __ _. ._ ________ ---':=:====~ -.======: · .. .. ·· · · · · · · · · " _-_· · ... , _TQTALS l .. l j i r-lacl¥.c--*-fia sys1rm cm:cdla& 2S HP (sec I 144). •. ---1. ojal r-~ Power Dcmlad aaay -cxcccd o.a wlUSICfM ror, -.-. · --_ TOTAL-FAN sYSTEM_-;_,1:. · . .. :1 QOCIStlnt'VOlamc ,,._or 1.25 WIIISDM ror VAV syslCIIIS. . • " • .J POWERD~--CoLFICoLG .. WATl'S /CFM:· NQnr'CSidcntial Compliance Fonn _.._, . ·,.J(~/ :< .Januaay 1996 . \'' ~-' , ,: ~··· l\1ECHANICAL SIZING AND FAN PO\VER l\'lECH-2 SIZING and EQUIPMENT SELECTION .. - · ·t~·DESIGN CONDmONS: -OUTDOOR, DRY BULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY.BULB TEMPERATURE 2.SIZING (~PENDIX_C) (APPENDIX C) (APPENDIX C) COOLING~ _fl?-~! ~b -DESIGN OUTDOOR AIR .___1_S __ lcFM (MECH 4; COLUMN H) o. loo wl]: DIE]_; '2-> 1-S? · -ENVELOPE LOAD -UGlitING 1.,. 0 WATTS/SF(LTG-2) ~. ?S -PEOPLE . s _ --MISC. EQUIPMENT 1,..(> # OF PEOPLE (MECH 4; COLUMN E) WATTS/SF ~:?>(p '3.r:>~ -OlHER ( p~ LOADS.DUCT \ -01HER LOSS. INFILTRATION. F:fCJ (Dcscribc) "' . -·~:··~ TOTALS .SAFETY/WARM UP FACTOR : i ·_ .-·~MUM ADJUSTEI>''LOAD (TOTALS FROM ABOVE x·SAFETY/ WARMUP FACTOR) ~ . " . ' . . . . .3.cSEliECTiON:.-. ----. : . . ·:t?.::ffl~~i;_t~;~~~~ACITY I 44.4 II 4-7 .0 ,· ·· ·._ --.-,·_ ,_·,,.:,;::-;:,.-,·.,-.-·· .. . Kbtu/Hr Kbtu/Hr ··: ' .-;-: tE'.INSTA(~l):tX~AcrrY EXCEEDS MAXIMUM ' . . -. . . -::~~~_:}z~~~~;~~-.EXPLJJN · --EaUlrM-EM-1 _<;lt.~ P.,.ASE_P ot-l ~LuJ~ l.t,Af? FAN 11O\\'ER CONSUMPTION -;;::·.; .... , ,, . ..,. ~ . ('~ ml . i ~'. ·. F.W1!~0il DESIGN EFFICIENCY BRA~HP _MOTOR D~VE Usz< . .• :: ~ ..... ~':~ }"•. J' t. ':· .«iF.~~~-~rmsyslCIDS~lSHP(sccf 144). _ · ' R<,;-,i.,,_~J:1&-~--~ Dcmmd mqaotcxcccd U WaaslCFM r« ' R) ~-~mncsyslCIIISor 1.25 WllislCFM r«VAV systems. . ~~~-~~~/---· '""'."-!'-----------../ NC!IU'CSidential Compliance Form .. ' . I - CID -' Im i ·t NUMBER OFFANS ,----,! CFM •· · (Supply Fans) : PEAKWATIS Bx Ex746./(Cx D) -1 -, . -. ~. ,.i C ! -· .... TOTALS ·1 ..... --~II 1 TOTAL FAN SYSTEM :=I ==-. _-_ POWERDEMAND Col F/CoCG- WATl'S/CFM • MECHANICAL SIZING AND FAN PO\\'ER lVIECH-2 Plt()JECTNAME C,6. LLA wt,. -~~ NAME H -14- SIZING and EQUIPl\lENT SELECTION 1.:DESIGN CONDITIONS: _ -OUIDOOR. DRY BULB TEMPERA TIJRE -OUTDOOR. WET BULB TEMPERA 11JRE -INDOOR. DRY BULB TEMPERATIJRE l.SIZING (~PEND IX _C) (APPENDIX C) (APPENDIX C) -DESIGN OUTDOORAIR ...__,:I_S_o_~lcFM (MECH 4; COLUMN H) -ENVELOPE LOAD -LIGHTING 1,._ .0 WAITS/SF(LTG-2) ----------- COOLING~ .,.__e,'?~ ~ : fob 1, ,i:7...- Io~'?? I .'1B -PEOPLE . 1 C) # OF PEOPLE (MECH 4; COLUMN E) 0 .11... -MISC. EQUIPMENT 1------1 "l,_O WAITS/SF 1.9~ -OTHER ( PROCESS LOADS.DUCT )--------------OTHER LOSS. INFILTRATION. ETC (Dcsaibc) Bi ... , 9 <Dcscribc:> TOTALS I 1..-~. i.4-1 I I o. e '?. -11 . '.i SAFET'I/WARMUPFACTOR · · · · · . [II[Jcrn=J MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVEx SAFETY/ WARMUP FACTOR) . ~ []~f . - -3. SELECTION: INSTALLED EQUIPMENT CAPACITY I -i-?. ~ II i.-,.,, · ~ I Kbtu / Hr Kbtu / Hr iF INSTALLED CAPACI1Y EXCEEDS MAXIMUM · ADJUSTEDLOAD,EXPLAIN -E.0.u1r-1~~1 ~lt.E P.,AS~p t'N Ut>L11Jf;r U?Af? FAN 11O\VER CONSUMPTION ~ . DESIGN .-EJ1FICIENCY FAN DESCRimON BRAKE HP .MOTOR DRIVE ,. : ·: --~; <>TE: IDcl~-~Y' fan S)'SICIIIS cxcccd"11112S HP(scc f 144). · \ . • ocal fan S)'Slem Power Demand may not exceed 0.1 WaaslCFM for ·-· constlnt ~mnc systems or 1.25 WausJCfM for VAV systems. NQnrcsidcntial Compliance Fonn [EJ· i [Q] i ·i ..-----l NUMBER PEAK WATTS CFM j OFF~S Bx Ex 746/(Cx D) (Supply Fans) ~ · __ ! i '"i 1----f ! TOTALS a...l ___ __.I I J TOTAL FAN SYSTEM :=I ===-. POWER DEMAND Col.FI Col 0- WATTS / CFM January 1996 lVIECHANICAL SIZING AND FAN PO\\TER lVIECH-2 PROJECT NAME Ct>-LLA i,J p. . ilEM NAME ~ ..: I C:, SIZING and EQUIPMENT SELECTION 1. DESIGNCONDmONS: -OUTDOOR. DRY BULB TEMPERATURE -OUTDOOR. WET BULB 'roMPERATURE .;..INDOOR. DRY-BULB TEMPERATURE 2.SIZING (APPENDIX_c) (APPENDIX C) (APPENDIX C) -DESIGN OUTDOOR AIR _I _l_~_o __ lcFM (MECH 4; COLUMN H) -ENVELOPE LOAD -LIGHTING 1, .0 WATIS/SF(LTG-2) COOLING~ -~'?-~: (pb i.. ~ I l,;>G f.o.oi. -·PEOPLE . t-----.----f b # Of PEOPLE (MECH 4; COLUMN E) 6.(,h -MISC. EQUIPMENT .,__....,._ __ -f i. tJ WATTS/SF . {c,01, -01HER ( PR~LOADS.DUCT~-----1 ..,.,,---.,-----,n....,...:bc) _ 01HER LOSS. INFILTRATION. ,..._, .(Dcsaibc) TOTALS SAFE1Y/ WARM UP FACTOR MAXIMUM ADJUSTED LOAD (fOTJ\LS FROM ABOVEx SAFETY/ WARMUP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY · . . I 1,; · 2> II -t?>. t, 11 ... 'IF INSTALLED CAPACITY EXCEEDS.MAXIMUM · Kbtu/Hr Kbtu/Hr I . ADJUSTEOLOAD.EXPLAiN E~u,r--1~»1 <;ti.E. (;.ASEP t0N ~L,~t:r ~Af? i FAN 11O\VER CONSUMPTION DESIGN . . FAN DESCRIPTION BRAKE HP - , "lada!fc.Mfansysaanscxcccdia&lSHP(scc:f I~). · ocal F• Systaa Power Damnd may DOC cxa:ccl o;a WaaslCFM for comtant~amcsysians or 1.lS WIIISICfM r«VAV sysicms. Nonrcsidcntiil Compliance Form EFFICIENCY MOTOR DRIVE NUMBER PEAKWATIS OFFANS B x Ex 746 / cc x D) • (m i ·i ---! -CFM j (Supply Fans) · ~ ! I ---; I ""j ---t, TOTALS I 11 J TOTALFANSYSTEM I . POWERDEMAND Col.F/CoLG- WATrS/CFM January 1996 lVIECHANICAL SIZING AND FAN PO\\'ER l\'IECH-2 _PROJECT NAME u LLA w ,6: SlEMNAME "H ... ,(p SIZING and EQUIPMENT SELECTION . ·--.. --··· ----· -· -. --~ ---. . -.. -1. DESIGN CONDmONS: -OUTDOOR, DRY BtJLB·TEMPERA1URE COOLING ~ (~PENDIX_C) ~4:> ~ -OUTDOOR, WET BULB TEMPERA1URE (APPENDIX C) fob . . -INDOOR, DRY BULB TEMPERATURE {APPENDIX C) 1 '::> . 10 2.SIZING 4~ lcFM (MECH 4; COLUMN H) o._~ m to .. ','l.. ; ~.o WA ITS/ SF {LTG-2) "l, f C;, -DESIGNOUTDOORAIR -.... I ___ _ -ENVELOPE LOAD -LIGHTING -PEOPLE . ~ # OF-PEOPLE (MECH 4; COLUMN E). -MISC. EQUIP~ (o.o. WAITS/SF -OTHER ( PR.~LOADS.DUCT . \ -----..,.,,--..,,-,--------. • OTHER LOSS. INFJLTRATION._ acJ (Describe) . (Dcscribc) . ·SAF'f:fY/ WARM UP-FACTOR --MAXI~M;-APJUSTED\QAD (TOTALS FROM ABOVE X SAFETY/WARMUP.FACTOR) :=,__ _=;:::--_=:-. · ---1 ..,...,· ,_....,.-_,I i °{-OTALS I ;; I. 1-4 · II 11..41 -H Ch!DEIJ"Lll ~rnfil 3;sEm~6N:·_., -:._: ; . . . . .' . ·-. . . _· -/~~~':~~'.~~+~ACITY .: · ·I"'?~~ 4 11 '?z;.o 11 -;-· . _ _ , .. ., "·-<-· .,_ .. _ .. _ . . . . . . . Kbtu-/-Hr Kbtu / Hr I · ·_ . -~Jit:iNsr.Ad~m:;CAPAC11Y.mcCEEDs MAXIMUM · · ----· -· : · · 1 .. ::·:?~~~:~~!:~'.'°;EXP.LAIN··· ' ·-. ·_ -e.~u,r'1~Ml <;Ii.~ B,ASfP.t>H ~L,~l:r-L,Af?· I FAN J•O\\'ER CONSUMPTION •.'•' DESIGN . EFFICIENCY FAN-DESc;RIPTION BRAKE HP 1--------------~-f MOTOR DRIVE ,• . -: NQnrcSidcntial Compliance Form .. . .. : _[El NUMBER PEAK WATTS CFM OFFANS B x Ex 746 / (C x D) (Supply Fans) .t: . , ..... .· . ' .. ~ -.. <, TO~~:':! . . II J ~: >:TO:fALFANSYSTEM I. .: -. PO~ DEMAND Col. F/Col.G : WATI'S/CF?d · . ' ; . • i ·i ! .; • ,'. ·1 ... -.. __ .:.··.:,~s-./·.~~;~~ .. -.. . -( .. _..: : :_'-January 1996 · MECHANICAL SIZING AND FAN PO\\'ER lVIECH-2 ~OJECTHAME C,6-LLA w ,t,. : ,EMHAME H -11· NOTE: Provide.one: copy o(lhis form for each mcchasilca1 system wbcQ IISing the PrcscripciYc Approach. SIZING and EQUIPMENT SELECTION 1. "DESIGN CONDmONS: -OUTDOOR. DRY BULB TEMPERATURE -OUTDOOR. WET BULB TEMPERA 11JRE -INDOOR. DRY BULB TEMPERATURE 2.SIZING (APPENDIX_C) (APPENDIX C) (APPENDIX C) COOLING~ _2>'?-~: (pb 10 1. ,. DESIGN OUTDOOR AIR -ENVELOPE LOAD __ 4-_o __ lcFM (MECH 4; COLUMN H) o.(p&,. -LIGHTING 1-.0 -PEOPLE . 1-.. -MISC. EQUIPMENT 1...,o. ~? -OTI-IER. ( PR~ LOADS.DUCT )· -OnIER LOSS. INFILTRATION. ETC <'11 ,:.:1 SAFETY/ WARM UP FACTOR WATTS/ SF (LTG-2) # OF PEOPLE (MECH 4; COLUMN E) WATTS_/SF (Describe) (~) TOTALS o. 1.1i. I.hi 1-,.4° c.,ool..1 Nlr ol..l L '( Bi -1 ,i-,-. 0-4-11 I. I -I i MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ WARMUP FACTOR) . l-Uhl~ 3. SELECTION: INSTALLED EQUI_PMENT CAPACITY · . 11.,,,?. ~ 11 11 Kbtu I Hr· Kbtu I Hr· I IF INSTALLED CAPACITY EXCEEDS MAXIMUM . ADJUSTED LOAD, EXPLAIN E~ u, r-1 ~" 1 s , t.r. fbAS' E p t>t-l ~ LnJ Gt Lo A~ = FAN I>O\\'ER CONSUMPTION DESIGN EFFICIENCY ·FAN DESCRimoN BRAKE HP MOTOR DRIVE , . • -~~-1 . • '.__ . F -~-~yfansyssanscxcccdiliclSHP(sccf 14-1). .' . ~ F111 S)'SICIII Power Demand aiay aac cxcccd O.J WaaslCFM for . COCISUnt 'WO_lamc systans or 1.2S Watts/CfM ~ VAV S)'SICmS. Nonresidential Compliance Form NUMBER OFFANS PEAKWATIS Bx Ex 746/(Cx.D) CFM (Supply Fans) TOTALS .1. r I ...___ -----====-J TOTAL FAN SYSTEM I . POWER DEMAND Col. F / Col. 0- WATI'S / CFM January 1996 .... i .• • MECHANICAL SIZING AND FAN PO\\1ER l\'1ECH-2 j NOTE: Provide one copy of this form for each mcdmlica1 system wbal ming the Prcsaiptivc Approach. SIZING and EQUIPMENT SELECTION -1~ DESIGN CONDITIONS: -OUTDOOR. DRY BULB TEMPERATIJRE -OUTDOOR. WET BULB TEMPERA 11JRE • INDOOR, DRY BULB TEMPERAWRE 2.SIZING (APPENDIX _C) · (APPENDIX C) (APPENDIX C) • DESIGN OUTDOOR AIR 1 10'? lcFM (MECH 4; COLUMN H) • ENVELOPE LOA.D -·LIGHTING 1,. .t> WATIS/SF(LTG-2) i-------f COOLING~ _2l_?[30: lob I.? I 'tfo.C:>7 4-.e,~ -PEOPLE . ____ 1 ______ # OF PEOPLE (MECH 4; COLUMN E) th~ -MISC. EQUIPMENT 1,..,0 WAITS/SF 4.e~ -OTHER ( PR~ LOADS.DUCT )-------=~~--~-• OTHER LOSS. INFILTRATION. ETC (Describe) c=i: ~! _l..,..f i-. 4-~-11,--.,,...U>-. ,......I (e ...... _ -! I (Describe) TOTALS SAFETY/ WARM UP FACTOR MAXIMUM ADJUSTED'LOAD (TOTALS FROM ABOVE x SAF'f:fY/ WARMUP FACTOR) 3. SELECTION: [IT[JITI£]' ~~ INSTALLED EQUIPMENT CAPACITY · fb.0 11 ~-" 11 Kbtu / Hr Kbtu / Hr I JF INSTALLED CAPACl1Y EXCEEDS MAXIMUM . ADJUSTEDLOAD,EXPLAIN E~u,r"1~~n ~l'tE ~ASED ""' ta,Luu:f Lt,At? i FAN l10\\'ER CONSUMPTION · DESIGN EFFICIENCY FAN DESCRimON BRAKE HP MOTQR DRIVE : . ~OTE: ~~-~ fan S)'SICIIIS cxcccdia&2S HP (sec f 144). ·, ·" ocal Fan System Power Demand may DOC cxcccd Q.I WaaslCfM for . coastant VO:lumc sysicms or l.2S WIIISICFM forVAV sys&cms. Nonresidential Compliance Fonn NUMBER OF FANS PEAKWATIS. B x Ex 746 / (C x D) CFM (Supply Fans) TOTALS '-I-----':='==-J TOTAL FAN SYSTEM I . POWER DEMAND Col. F /Col. 0- WATIS / CFM January 1996 lVIECHANICAL SIZING AND FAN PO\VER l\iECH-2 . PROJECT NAME . C,;6. L LA w JI. rIEMNAME -I . i E -'2. SIZING and EQUIPMENT SELECTION ·1:·oESIGNCONDmONS: -OUTDOOR. DRY BULB TEMPERATURE -OUTDOOR. WET BULB TEMPERATIJR.E -INDOOR. DRY BULB TEMPERATURE l.SIZING (APPENDIX_C) (APPENDIX C) (APPENDIX C) COOLING~ _V_l.>~; fob 10 1. -DESIGN OUTDOOR AIR ._. __ 1..._c;_o ___ lcFM (MECH 4; COLUMN H) 'l.4i.. ~: ~1 -ENVELOPE LOAD st.fB -LIGHTING I.? ' WATTS/SF(LTG-2) 'l If> -PEOPLE . 17 # OF PEOPLE (MECH 4; COLUMN E) 11.4-4 i -MISC. EQUIPMENT o,C':) WATTS/SF "?:,, a (o -OlHER ( PR~LO~DUCT \ _ OTIIER LOSS. INFILTRATION. F:rcJ (Describe) . Bi I s 1.14-11 41. 14,-1 l (Dcsaibc) TOTALS SAFETY/ WARM UP FACTOR .MAXIMUM A~nJ$TED1..0AO (TOTALS ~OM ~BOVE x SAFF:fY/ WARMUP F:ACTOR) WOITI£:J ~~-.. 3. SELECTION:· INSTALLEDEQUIPMENTCAPACITY 1Jt,E, o~E. E.,<.j~,. ~-? I OtJ. t-I ·1e,,o-II ,b.o. n ot-Je. j;.,l j~T ._ ,;,o :[o tJ WJIT'1 . Kbtu/Hr Kbtu/Hr I IF INSTALLED CAPACI'JY EXCEEDS MAXIMUM . ADJUSTEDLOAD,EXPLAIN ~GUlm~»l Slt.E. f;ASEp t)N ~Lnu:f lt>At? FAN I>O\\'ER CONSUMPTION · DESIGN FAN DESCRIPTION BRAKE HP ( · -~ lnd11!5c_(!llly fan sys=is cxcccdlll& 2S HP (sec f 144). -: toca1 Fan S)'Sleffl Power Danand may IIOt cxcccd O.I WIUSICFM ror ~ ~uanc systems or l.lS WIIISICFM forVAV syslCfflS. N~dential Compliance Fonn ~CIENCY MOTOR DRIVE - NUMBER PEAK WATTS CFM OFFANS B x Ex 746 / (C x D) (Supply Fans) .. TOT~ .... I ___ _.II:===-J TOTALFANSYSTEM I . PO~DEMAND Col.F/Col.G- WATTS/CFM January 1996 l\'IECHANICAL SIZING AND FAN PO\VER l\1ECH-2 -~NAME c.t>-~LA l,J . .A t:.·-11 SIZING nnd EQUIPMENT SELECTION . I~ DESIGN CONDMONS: -OUTDOOR, DRY BULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATURE · -INDOOR, DRY BULB TEMPERATURE · 2.SIZING (~PENDIX_C) (APPENDIX C) (APPENDIX C) -. DESIGN OUTDOOR AIR ---''--_ __,lcFM (MECH 4; COLUMN H) I. 1t>O -ENVELOPE LOAD -LIGHTING -PEOPLE . W~ITS/SF(LTG-Z) 1----------f # OF PEOPLE (MECH 4; COLUMN E) 1.,,0 14- -MISC. EQUIPMENT 1.,,0 WAITS/SF COOLING~ 1-2>'?---f~ : lob I i..~4-; () . 4.h7 <q .o 7 I q,h1 -OTHER ( PR~LOADS.DUCTk)·------r ______ _ (Dcsc:ribc) -OTHER. LOSS. INFILTRATION. _ . Eli TOTALS I 41._1-~ 11 i,1.11 ... -I i SAFF:fY/ WARM t,JP FAC'rOR MA?{IMUM ADJU~toAD (TOTALS FROM ABOVJ; x SAFE:rY/WARMUP FACTOR) a:ITJITI£] [~l~- 3. SELECTION: · · .. _· ·,:'INstA/.i~EDEQUIPMENTCAPACITY I ¥1. j 11 41.0 _..' ···-:'·: ,. · Kbtu / Hr Kbtu /Hr· . . IF INSTA:WDCAPACITY·EXCEEDS MAXIMUM . . . . . . _· ':-·~JUSJ.~·LOAD,EXPLAIN . . . . . .E~iJlrME~l_-~lt.l; ~ASEp oN ~LuJGr ~At? ' . i FAN 110\\'ER CONSUMPTION DESIGN EFFICIENCY FAN DESCRIPTION · BRAKE HP ·t--------,;;__---------1 MOTOR DRIVE : -~r-· ----:-,-----,;.......------of t------t .. . '. .. : :,·. ~ -~-~fan SyslCIIIS cxcccdiD&lS HP(scc 1144). · ··' ocal Fasa S)'Slcjia ;owu Dalllnd mayaoccxcced o.a WaaslCfM ror COIISllnt YO_lmncS)'SlanS or 1.25 WltislCFM r«VAV ~ NQM:Sidcntial Compliance Form NUMBER. PEAKWATIS OFFA,NS B X Ex 746 / (C x D) . l Im . -i ..----. ! CFM • (Supply Fans) ~ !-----fl .. ~ .. ...i I . ; TOTALS .... I ---~II==- TOTALFANSYSTEM., .· . J POWER-DEMAND Col F/CoLG .. WATTS/CFM • January 1996 l\1ECllANICAL EQUIPMENT SUl\11\'IARY · MECH-3 I PROJF.CTNAME C-.A l-l-,6. w ~ y 60 LE . 0 p y S-'> f. 1 I' I. I DATE 9111/41 -·· LING-EQUIPi\JENT · SYSTEM MAKEAND. DESIGN OUTPtrr NAME MODELNO. (B1U/HR) l~fl TO 'f WHE. lb~,~Ot' I w~,~ Hr,·6. .. NO.T USE.D , . Hp-0, I~ Tfl.t>NE 4tf ,qoo [N C. t? 04-2> HF-1 ~EW'-PO~ (o4-,~oo Hf"'"b;1is,17 1~~E~ ~'? ,f;oo H F-4, It?, II, 12,. 1~.6-NE. .-;4 ,f·oo . · HF-14.10 w-~Do'3l:, E.-~ ~Ut>D 12&~~~ Exl~TINlr .E-L4-fl. J\jV,..d' .1, l,IPO 11~. -..,.....1 "£-t.,7 ({.Op~ J~u~ . · .··: f -e,, 11 ~PD~J.,·h~:·., . :_,{-;,;,4,it, . .'I I F-IJDDltJ~ HEATING EQUIPMENT SYSTEM MAKE-AND ' NAME MODELNO. HF I ·TO t. Tlt,A~ £ Wc.otSo .HP-"=> NoT· u ~ E-iY: ·;·_ -. HF-~,,~ 1~~\JE. y..)C.P~4~ · 1 HP-7 1fl-AN £ ~le-r,~G,o : H n.9 ,10, 11,IZ. TtlfNE ~C-P o -;l, H »~it., (o ' £ -" fzur,p ~~l(i.Aa?>o I~ ~ -I. 4 '2,.tJDD ltJ j<,AA o~G, c.~ . .f. -t,7 fl. lJ DD It j rAAo42. c. )(.. E. ~ e,, II itUPD ltj K,AAo¥ er E -1, ,.,9, k, jtUDD ~j '(...AAofoo c I< Hr--2> , 1;, 11 1~1-JE. kJ C.C 0!4 l ., . :/ I Nonresidential Compliance Fonn TOTAL RATED EFFICIENCY !ECONOMIZER j 1 I y IN I I [Z)D DESIGNCFM UNITS {c,,o~O (:£ft I, (ooo ~E.E~ 1.,,, ooo S EE.!Z-· E;oo ~It I. ioo SE6~ . 1,000_ N/A I.too 1,400 l,fooo 1...,000 . DESIGN OUTPUT ·(BTU/HR) l"°,000 47 ,OO(J z;5_000 3(o,ooo Exl~T l t-JCt "l."? I e>o(? ALLOWED b.4 10.0 I<?.~ 10.0 10.0. N/A PROPOSED 4.0 ·• 10.0 10.0. li:'.0 1°., N/A DD OD DD DlKJ DO 00 000 .O[R] DD· DD DD DD OD DD RA TED EFFICIENCY I . UNITS ALLOWED PROPOSED c~r '?>.o ~.o .. , J . HS f Ct>.~ 1.0 Hs 17 f-G,,e 1.0 H~ ~f ~-~ <o,€> NIA t--1/A N/A H·fr fo.~ ~.e> January 1996 ~ _, .i . ~ ·;l,M~CHANICAL. V·ENTILATION ·MECH-41 PROJECT NAME . . .. --.. qAU.AYiAY 6QLF OD'l'SSE'r' T.1. . -~ . -DATE . OCI-II-Cl1 -.'. SYSTEM. 'NAME J • . . . ALL UNITS ;, l NOTE, Provide one copy of this form for each me~honicol system. MECHANICAL VENTILATION ·[Kl· lfil ... @] @] 00 III @] [ill OJ Q] [R] AREA BASIS OCCUPANCY BASIS REQ'D VAY MINIMUM CFM COND. MIN. NO. MIN'. O.A. DESIGN LARGEST DESIGN TRANS- SPACE· 1~f~ CFM ( CFM :) OF CFM (MAX. OF OUTDOOR MIN. MIN. FER NO. PER SF 8 X C PEOPLE (E X 15) DOR F1 AIR CFM CFM AIR HP-~ . HP-IS,000 0.15 lct50 190 lct50 lct50 8,000 HP-S' ,t HP-4 E:..q . .t E-(o 1..-TSo 0.15 fl? 17_/c, 4-1..0 f Lo -J,ooo HP-6 1959 O.!5 209 14 210 210 eoo HP-1 ect6 0.15 195 q 195 195 · 195 HP-e. 324 OJ5 50 9 45 50 50 HP..q l.fBfo_ 0.15 //..,1,:b 16 2-2.5 1,..1.'? 1.-'Llo ;'!",'"".t, HP-IO 1119 0.15 161 II 165 161 110 .:·2 HP-II 925 0.15 50 9 45 ·50 50 ) HP-I2 -1492 0.15 215 14 210 · 215 215 HP-,I9 509 "b.I5 lS s 1s 1~· 15 - . HP.:.I4·. 1..1h 0.15 .. 41: 10 ,~ .jl::>O . jt;o . HP-I5 e40 0.15 -126 e 120: 126 190 .. HP-I6 soo. . 0.15 45 9 45 45 45 e-I .t E-: 1110 0.15 251 11 255 251 260 E-e 682 0.15 102_, 1 105 105 105 .. E-11 ·. 1959 0.15 209 14 210 210 100 Hf~n 1.+Q. O,I'? ,;G, 1-"?>" 1~ ¥' E~~/t-4 , EXISTING ·E-5 EXISTING .< E-6 ·EXISTING ... E-1 ... EXISTING .... . . . . . . --·· • 0 0 • RO ---~-• . ... -.. -.. .. TOTALS(F0R MECH-2) I I I 11 I ·. /" . .- E-S,.E-4, E-5, E-6, E-1 ARE EXISTIN6.LNITS TO REMAIN. NO AIR CONDITIONING AREA CHANGES. }~. '\' l - Nonresidential Complia~ Form JNlUAKf_.199.6.. ... · . .. .., " .·.} U.)~t..nem® ~, l -~ AeSOOr'!S1Cie Gare:! , r A Public C-Omrr111mer:r MATERIAL SAFETY DATA SHEET MSDS NUMBER M29351 MSDS DATE · 02-1.7-9'4 ___ PRODUCT NAME .24 HOUR !!MERG I. PRODUCT IDENTl,ICATION llll~lf'tl HAUAD 1 • Based 011 th• r-4a-t1cnal SM IS--HA ZAlU> ltA TI HG S •-rzu HAZARD 2 P.ain't 8r Cc;i.:.i't',,,g~.AS'SOC:1i:tt1oM REACTIVI1.Y HM!S r-at,ng SA8A/T~TL2 l!t !U.%ARD CAT'ZGORl~S CS•e Section l) Reac~1ve Mazard; NO l Inmediai:e (ACUTE) ~a1-i-h: NO Oelay•d (Chr-on1c) M•a1*~: YES F1r-e Ha;:af'c:t: YES Swddon Rolease 0~ Pr-e$sure: NO MANUP:AC1'.UR.ER 'S: l'ilAMI! ~.NO ; AOORE:;S Occ1d•ntai Cn-1~a, Cor-pora~t0f"I CustQmOr Se~vica. Oee1aent~1 Towor, PO Bo~ SS9ess. Dallas, Texa~ 75388 Tele~r,or,e ( l-S(!)G)-7~2-~ 151 J ---------------------------------------------- CHEMICAL. NAME: eon~ene.1-Chlo~o-4 (T~1~1uorometnyl) SYNONYMS/COMMON NAME~; PCBTJ:' CHEM t CAL f:OAMULA ; -C71-t-4C 1 F3 PRODUCT. USS: 00T PROP~~ S~fP~ING NAME; OOT HAZA~O CLASS: OOT I. 0, NUMBER: OOT PACK[NG GROUP: DOT HAZAl~OOUS SUBSTANCE~ OOT MAR.tNE POI.LUTANT: No-t appJ1cab1e CAS NUMBER: AOOlTION,~L OcSCRI~T!ON REQUIREMENT~ No't 110~, 1eab1o se-se-e c,, t ,,. ... c., ·····-·· •• ,. ........... .,. •• , ...... , ...... 1 ,.,.,.,. ............... ,. ......... , •• 1. ~•L , •••A '•"•'••••t• «-•••wr• ~ta1t e••• • C•r••~•&• •••••~·• \141• Pt..l-• •C•'-• ,,..,9.,..,,. 1.•••• •••••• C•r-r•"" • • ••• •"'•••« tltect« '",..,._.,.,. .. • .,... •N• •c.a•1• ::a::·':::i !::~;:::"--;-:•:;.••:::;L:: :::•;:..;.:::.~· ::• ::::.::!:~·;.••:.::::;;~4 :r,:i~:i' ;:::~~=••,;-.::H·~.;;:.,;: .,_, ........ •Feat\tTT• ••• , .......... flft .......... ft II ~-1 1Af.Ae61 le lut Atl••-.t~•~•• •• le Y•• ............ ••M•l•••t •t w•a. ~.,...,~ ..... •*A•• .. • a, • .,, ...... ._, , ... ~ ••• ,._.a, ....... ~11 Nf•t» er _ _.,.,. ..... ••~••••~•tte~&. ••t1• ·~r ~ ... A,~··_., ....... _ •• ,, •• ····-t• ••••MMJ 1• ...... , .••• ••••r•·~· •• , ....... ,,~ •• A. WII .,. •••• w~··· .. ,. ~·~····t .... ,. ............ , ... r .......... u,, •• , ... ·~., ... , .•• ,111 .. , •• , ... ,.. ,., ....... ••t, ............ ,.. •• ,.,n, •• , •. ,. $111•1 N •• ,..,,, ...... 4 ,. ...................... 1 .... ,. ...... ,., •• ,,, .....•• , •• , •.... u., ..... .-. , ••• ,., ....... .,. ., __ , ..... . Trnn·,i ot·d . ·, OCC%0ENT4L CHEMIC1L M~0$ NUMB~~: M~93S8 PROCLJCT NAME: OXSOLe?©~ Page 2 0-f> 10 <l>Z-17-94 L PRODUCT IDENTIFICATION (Continued) TOG SHIPPING NAME: Chl0~obenzo~r1~iuor1d• Selut10~ TOG PRtMA~Y CLASS(~Sl: 3.3 "rDG sues 1:) lAFtY CLASS : No't a~p 11 c;ag ,,. TOG re NU~ER: UN2234 iOG PACX r:"G GROUP: u r RL FOR C) t~~ t :SI ON S. 2: No1: iiJ;)R,1 1 cat) le ..... ~ II. MEAL 1~H HAZARO INFORMATION ins.: !MIJlCINC'f-AHD 71.R.ST At.D PROCIJ)UUS t~_IOtATCiLY f'11oo10P'I 0':J"i!>.S w-t-tt"I_ • d11"'0C"ted s'trc,arn 1•a~'t US m1n1,1-toa .,.;,,,11-o #o,-oib1y hola1Mi1 oyol 1~:s cO'l'lc:, 1-•1: • 1 ,-,-1 ga't 1 QI'\ o~ a 11 o'.l,,o a,id 11 Cl ~ • s~o. ue01e~L ATTENTION tF iRRlTATION OCCURS. or wai-tar-'fer a1: •~r~ -ro en:sure GE'T' % MMCD U Tl! SJCUI: IMMl!CIATe~Y ~lush Skin w1Th wa-t-ar and wash w,th soap -"G wa••~-z-, c:1•!11.Minca 1a Qer,a-t,-.a-t-•d. 1mrnod1a'tely remo"• ele~""1~ .al"Cl <ff1uch Gk1r, ••1th wa-tei-. wash c1o-th1ng befar-e r-eb!ll•-GET PROMPT' M!!OtCAL. ATTI!N"rION IF tRRtTATlCN OCCURS. UOIALAT t Olf: Rewnc)ve to -fresh air-; 1-f t:,r-eat~-insa 1is ~1~.P-cc=u1t, have tr-ainad per-son adm 1 n 1 s·u1r-oxys:,en . I., ,-94g ir•a t 1 gr, stor:,s . g 1 vo mouttt·•'te>•mou·tl:', r-est.1so1ta't ton. GET MEDICAL ATTENTION IMMIIOIATEI..Y. llfGSS1'U>Ht c,o NOT INDUCE VOMITING. Thi:s 1N1.btr-1a1 ts not •oh.1ble, 00 NOT cuva 111.utcs. 11'" agon-ten•ou:s ..... c:m.1t1ng 1s 1nev11:abla, ll'fU!VSNT ASPIRl,TtON by ketep1nO tn~ victims Mead .oe1ow t~• knees. GCT ,~0::ATI: Ml!OICAL ATTaNTION. A Qual ,-,,ec, pnys1c1an c:ar, O$r-1'or-m '1D:s~r-·1 i; 1-ava~e only when 1:rie a, r-w1111.y ( trachltil) Mas =>eon 4eoi.,a-oo "= pro..,O(\'t e:so 1 r6a't 1c;,n. ,::ufl--HER MECH c.&.L. 1'REA TMliNT ; FQ 1 l QW 1 n9 1 nQ9:s1' 1 c:in • ~C:,,:sgrber, °' s sucn a:s ae•: 1 v•-t•cl ~riarc:o.-l !Tlol~ bo Q~ "• ,~•-a&~tr-1Q 1avaQe may b• •-F~ ec~: ; va whel"'I t>e,"'<f: Ol"'fflOe;a t;ay a pt-i:ys 1 c 1 an w 11; h 1 n -4 hQ,,1rO 01' 1,.,Qo.c1: 1 Qn.. · IDALA'l' 1: OW a Exacisur-• may eau .. 'fr-r-1,:a-t1on o~ 1.1i:,~or r-e:ao1 .. •1:or-y 1:r-ag-t. H19h conc:eri't r-a"t 1 or,.s may causa t"'leaeael"le. d 1-.ra.-t "'•*s. nUl'lbnesa. 1 oss o-, c;:onsc: ·:OYar,es~ ar,d Qi'.MOI"' all'motoms oi' cantra 1 l'\e,-vous s)als-tam docr-ee;s1'or,. Reaea-ted exccsur-a 1:o l"i.tc:in oenc81"lt,.a-t 1~.s mav eaui,• centr211 ner-vou:$ SYdtMl de=r-e~~ 1 on. sxur: Mav cause 1rr-1-ta-t10t'I of sk1n. Pr-olcnoed sk1n cent.a.ct may cause sk1r, •r-r-1tat1on aMd de~mat1t1$ a-t-tr-1~utab1e t0 def~tt11"1Q of •k1n. BTB CON'J'AC'f; M•y cause 1~~1ta1:1cn to ey•s. IKGZSTl(IN: nn J'Jfl •J 1:1:·d Ne~ · l"'I '·rah 1 y ~ ex 1 c; 1-tt :swa 1 1 ow•c:2 • 11ver and k1dney csam:age. n~. ·~ UI\II LO Ir YIV\ ~£z;50 L6-£Z-+~O POOR QUALITY ORIGINAL S ccctoeNTAL CH£MtCA~ MSCS NUM~£R! ""293~8 PRODUCT ~A~E: OXSOL.1se U. HEAJ.TH HAZARD JNFORMATION (Continued) IFFEC~S or OVl:U%POSURE ACTJTE: ?age 3 o~ 18 0.2-J7-94 Ma:, cause sl 1c:rnt ta.mcder-a-t• 1,-.-1~a-i:10,-. "'t'O the skH"I, eyes end r••~•r-a'tQry 3ystom. Inhal~~10", o~ h1~h ¢on~~M-tr-a~1Qns may cause deJ)r-uss1on o~ the c:entr-i11 nel"'vcus !ly,s;-tem. ReQoo"tod or prolong.a sk,n con~aQt may ca.1.;se· derma~1i,~. CUOlU<:1 F'rc,10nge0 1r,halat1on or-1nges-t1Qr, c-F large ::amowl'l-ta 11'\Qy c;:e\J:s;e 11ve,:· ana k1an•y damas;io i.aased on labora-t:cry an1mal C't'-ld1as. ~XICOl.OG! DA1'A: . Pac;: n•r 1 orgbenzot r , f l yoc 1 ar· A<::4.l'tO Ora1 I..OOQ) Ac~~• Oarma1 ~o~e Acuta tnha1At1oo LC~0 Pr 1mar·Y Sic 1,-, Irr 1 tat 10n Pr-1,rary Eye trr1t~'t1Qn Ml.,1:ag•,n 1~1 t>-: ( r•'t} < r-abb, 4!) (r-at. 4 hr) Cra001-tJ C ,.at:>b 1 t} .Ame$ Test >s.s o/kg >2.7 g/li(g 4479 "~ M1n 1rna 11 v ·,rr,'ta~ ,,.,g, M1n1mally 1rr1ta-t;n= No-t a Mutac;11r'I A ,6-day ~~nge-l1nding 1nhaiat10n study was ccnduetod in male $Md ~ema,. S~raeuo-0~w1ey rat3 •xpQ~ad tQ e. tee, 2~a. ~00 or 1.s0~ pgm ~or 6 hr/d~y. S d~ys/"uo~. c1,n,ca1 $1Qn$ included incr•as•d ac~iv,ty -~ ~5~ p~ ~nd ~bcve. L1ver and kidney ~•1ohts ~ere 1ncreas•d. M1e~o3c~~ic ~~nnge:a ,n ft1&10 k1dneys s-t~1ned ~as1-t1ve ~or a1p~a-a-u alo~~t,n and the e~fec:~s were constder•d no* relev~n~ ~Q h~1T1an$. ~1vor eo11 hypartrggny wa~ sean Qt all exoo.sures 1~ mal9s, Livor chonQes were ccns1s1:ent w 1 th C:: 1 1 n·1 ca 1 ChlMI i st "'Y aar,d PCBTF •C 1 ocd 1 eve l an~ 1 )1'8 1 :a .sna are ba11eved to be an adapt1v• ra~cor,$•. ctu• ~o 1n=r-.ssoo 11ver mc,~acol1sm. · Gavage =stud1ea 1n 1lllborator-Y. r~l'l't:s l'or--tre:nment i::ieric:>d::s of" 14, -a:1 ana se day$ ria.v• deiftOr'\~1:r-ated .S10,-,1~1ca,'\-t 1 ~vor-41"1d kidney 10x,c1ty -~ doso 1•ve1$ cf 48e -1ase mca/Kg/da~. Ev1QOnQa OT ~arget or-gan tox1c1ty inelyded s1on111cant 1ncrea$as 1n relativo 11ver and k1dnoy weights. ¢l1n1cal c~em1st~y value• and h1s10,:i•tho1og1ca1 -r,ncs'fngs. R•nal 'tc:u1:1c:1-ty which OCCYrr•cl only 1n m.A 1 c, re1ts. waa as:ioar-~t lv duo ta "hva 11ne droo ,.~ '' nee:,l"'lrOPa~hy aand 1:, -the,..•'*"g,-c,, h1Qt"l1Y uriT 1kelv to develou 1n man. The NOA.ELS ~or Oll ~her~ 3~ud1e~ ~ango ~rem 1e to 108 mg/Ka/day. SYHGERGJS1'IC Mlfflt!.lLS! Nono ~1•11;,wn. OC:CtOENT'A._ o-teMICAL. MSOS NVMe,~Ft : . M~saoa PROOUCT N,~ME: oxso1...1ee Ut IMPClRTANT COMPONINTS , CA$ WMlllt / M»<S .. QaiH:i56 8onzqr,e , l ""'c.h 1 grQ•-4 • ( -rr 1-~ 1 uor6ort1e11't,.,v l ) - IZPOSUU l,I.Wl 'fS PEL: NQ~ lt.s~;,i::, 1 1 ::h•d TLV:No~ lt•1:ac:,11anod CEL : 28 i::,t>ffl &>-tr ..,,_,A COMMOJf DUIS: 0-CHLOROUENZOTR?IILUOAtce -4-0-U.OAOllENZO-rR I JSLUORIOf! Liste~ Qt, List L•gend lalov>"~- PIJlGIHTAGB VOL WT NO 97•10E> 1s 23 -• --~ -~ -. ------~ --. --~ ~ ~ ---------·----2" '58164 Bdn:cene, EZPOSUR!. l,IkfTS PEI.. :.NC't fas'tab 1 1 ~hed TL. V ; Not E:s·tc:ab 1 i Shed COMMON H.UtBS: 1-e~l0re-2-Ct~1~luqrcma~hy1l- PDCD'l'AGI VOL. WT 0-0-n, .. OROflt:NZ:OTR I Ft.UC~ l Oe NO e.es-3 I.i st•d 01l I t.i at I.•~e,ul l•lov) • l2 23 -~ ----------~ ~ -----~ -~ -~ ~ ---• ~ --4 3a~e47 Benzono, UPOSUU I,IXI41'S PEi:L : No<t i:•-tao 1 1 shod TL.V:No-t 1!:s'tat:,11.sn.c, CEL.: S. 9 i::,i::,m; .43. 0 me/"'3 COMMOH N».1!S : 1,2-~1~n1oro-4-(~r,~1ucrcma~nyl)- i>OCZN'S'ACJr VOL WT 3 . 4-0 I CJ-IL.OROSEN:ZOTJU PLUOIIU OE Listed On(.t.is~ Legend Below>: NC e.ee-1 2:3 ~~ • ~ ----4 • -~ -. -~ . -~ -----------. ~ --- A 11 cou:,cnen-t.s of' th1a pr~o't that ve recru1rec:s to be en -the TSCA - Inven~c~y are 1i$t-.d on ~he 1nvM~Ol'"Y. NO~ 11S~ad as c~rc1ncsaen -IARC. NiP, OSHA co~ccraTe Expe,suro ~1m1t ~~r ~arachlorocenzo-tr1~1~or1de • 2e 0pm a hr T'#A tSeMa Sec~1on ~,. Corpora~• ~xacsure L1ffl1~ fer 3,4-01eMlorooer,2o~r1~1uorid• • ~p~m e nr 'NA <Soo ~oc..~10n x>. t? S'l' L.IC:~Nl) l2 PA HAZAROOUS SUSST.ANCE 23 N~ REQ~!R.2M~NT~ ;x OR GR~TER 19 PA ~UIREJdNT-3" 0flt GRSATER 25 TSCA $1?C12 V<PORT NOTfFtCATION .. Pa~ a=~ 1e, a2-17-g4 IV. ,1n1 AND ex,LOSIQN DATA f-LASH PC1%NT: (TAG CC> 4.2.a.•c ( 1Gl9°J;") AVT01Qt-4IT.rON n:MPEAATVRE: >see•c P5LAMMABL.E LIMITS IN A!.R. ~ BY VOLUME-UPPE::R: L.OWER: l!TIHO·UISHtlfG MEl)[A: u~e dry cnem1ca1, Halon. fol\ffl. carbcin dio••~o er wa~c~ spray. iP~CIAt. PlRB PIGJITfHG JtROCSDUllS: T~rn 0~~ •lec~r1ca1 serv1co ~o e11mina~• SQJ..Jroe ., 1~n1t1on. U$e wa~ar ~0 cool eonta1ner$ bu~ avo1d o•t~1ng w•••r 1n~c oot1t~1nwr~. wear salT-c0n~a1hod breatn1ng a~oara~us an~~~,, pro~•~~tve eQu1pme~t. UVUSUAt VlU Ali1> EXPtOS10)LHAZAIU): ~ol"'hea.-t-od c,,-.....m21 may nplOd~L Heavy vaga,-s can travel to cowrco 0r ,~n1t1on ano flastioack. Ooccmpos111on by burn,ng 1t1.ay yia1~ to~1c hydroQen cnl?f'1ce ·a~d r.ydrQgen ~luor1de g.ase~. S.!NSI1'IVl1'Y TO N!C!WfICAL JMPA<:'1'; No-.•. SUSITIVITY TO STATtC ~I~ctl.RCI: · · S&e "H.and'1 :tt"lfi1 ai"lc::l S1:or-ege•·. V, SPECIAL PROTECTION VEXTlt.;~~IOH UQUIRIKIXTS: Pr"c)v 1 do gener-a 1 r-o.:::m v.,,-t 1 ,f :.a~ 1 Of'\ ci 1 ~=i 1 oc:.o 1 exl"taus't a~ 00, l"l't s of vapor-em1$1S1on and low 1ev•1 ~lOQr-o><hAY$t in 11T1nedUl'tO hand I i nQ area. SPSCltlC P~RSO¥A~ PRO'!'KC~JVI IQUIPMmrl' JlJUI P I RJL 'l'ORY ; N1C)Sn/~MA a~~rovecs ros~1rat0r. fo11ow1no man~~a~-turer-'s rec:.armenda"t10t'IS, Sl"lould b• vs.a as a Ol"'ecau~i~ary tNt.a.wr-• wt-loro oirb,1rne c0n-tam1nan't.s l'!\ay ccc:ur. EH: W•a1r-saf'ety g1~ussas wi-tri $1de sh1elda, wear-ch*n1ea1 ca.,e-ty oCGglos, ph.,.s ~ul 1 l'ac• :sn.1eld to pro-tec:-t a~ina~ ;:sgla.sh1ng w...,.,, •PQrc:,p.-1 a ~o ( ANS 1' ZS'7'. l ) . GLOVES! lofea.r-c::ham1ce 1 res 1 s-t-al"l't Q l0v•l5 $vCn a.,o naopl"ene. OTHER CLOTBIHG UD BQIJfllWllff: rr 1hn '..l £Q"d Wear rubber sa~•ty $~oe~. Eye w•5h show•r ,Shouid· b• in cl.o~o prcnr'lm1ty, c:lo-tt-1ng f#or splaoJol pr-o-t:ec-t1on. ~ac11,~y and emeroenc~ Woar ~heffl,cal ~~$1Stant CCClCl!NiA~ CHeMlCAL MSDS NUMS~R: M2S3SS PAOOUCT NAMS: oxso~.1~~ VI. PHYSICAL DATA BOIL.ING P:)IN,. ta 78G lfffl Hg: t3S•e (2ea·F> M~LTtNG P,INT: -3e•c (-33·~> VAPOR PRE$SUR~; S:3rftn • 2G•C SPEC{FtC ~RAVITY (H20•1l; 1.34 SOLUSI~ITY !N H20 ~ ~y \i/T: 29 ccm e 23•c VAPOR 0EN3lTY (A1r~tl: No 0a~a . Aft,-E.ARA~:: ~NO OOOR : C 1 ear· <119·1 or less 1 1 au 1 d OOOR T~Re~MO~C! e. 11 gi;;m BULK OENS rrr; ~H ; Net :1i:,s:, 1 , ca.i;, 1 e COeF.l'"IClEI-.T WATISR/OB. Qf$TRISUTION: 3.7~ VII. Rt:.,,CTIVITY DAT A COJIDITI1.)irS COli'1'SUltrl'l.llC 'fO IHS'1'~BI.tl'rT! ' ·, UP'\d,s.-l"IOl"'l'l'lal canc;t1~10.l"IS -th1·• lfta"tortal 1~ o-t.!)Olo, .A "0 1 d CCU'\~a~-t w t -th t-lo.s ~ , s~.-k.a ~nd c.1,;,on -i l ameia , lHCOkPA'rIBU,ln: Pago G Of' leil (;)2-17-94 Rea,::-ts wttf"\ 0x1d1~1nc::, aQ81'\tS .!IYCh as ,:,el"'lft:.tngal"la-t•s &r\d d 1 ctir1:)fT\8°tes. DZAIU><llJS DBCOMl'OSITIOM PRODUCTS: Cc,e,:irnpcs 1 t -r on ,:,r-Oduc"t ~ 1 ne 1 ude t'\ydrcgen <f 1 uo,. t C!fll!I • l"IYdroc,an ch10,.1de and ~c~~1bly Q~Qan1c l"\aliaes. vm. HAI\IDUNC AND $TORAQI iWrJ>LUfc; A.HD S1'0RAG• PUCAU'ftOIIS; l<e~,.-ccn'ta 1 nor c; 1o~Q e.1r.coi:,t w~.n -tr-ans"i'err-1ng ma-ier-1a 1 • Ki:,oi> •way -fran h~t, $041lrl<.s ._,.,~ op•n .,.,amo. Qr°'Jiid .a 1 1 w:,qu 1 prnii:,n"t' • Co "0't br-oa1:tlc:, -.,4p,;ir. 0o "O"t ta~• 1 nt:ar-n.& 11 y. Oo no-t c,e-t 1n qy••· Qn sk1n, gn ~lg1:h1nQ, Uso w1~h adeQ~•-t• von~11a~1_, o,. us• an ~Q~~aved r••~1r~t:ar. P•,...Pcrrn f!IO,..SO~ 1 ~1 'tor U'lta 'to aaa•i:J~ 'tMO oxa:;aGa.,r-o lavo 1 • . \olhen hanr.t 1 , ns, wear-c:;hem t ca 1 co 1 aah QOff 1 os. pl'"o'teG'f 1 vo C1Q~hlng and sotvon~ ros1~~0,,~ Qlov•~· ·Wash -th0,..9'ol&,hly a-F~or l-l~dl 1l"\9 a,-c;ion~ae-t. Oe l"lc-t -~. dr-1"1-t or aill'ICJke tn a~eaa -~•,..• -t~•~ prodl..ic-t 1~ uaod. • Nevor e""''t•,. a p1,t er 't•nk •1·tt,~1: .,o11ow11"1CI saf'•~v proceo.ir•• -"'•"'•r a1·Qne, alway• w1~,., a 1 t,f• l u,e. and alwav• w1-tn a ,.aa,-tive _pr•ss.u.-• sut,o 1 y o-F ..,,..f:'.sh =a 1,... o~ no't a1::u:i 1 y a 1 r ,:ir•!I-Sure • Ol-J!'\Ctur-e e.-· wet l el OC"I er r,,ea,-con~a 1 ndr-•. · Oo r10't re'-'sa con-tain15rs. To:a1·c: and axplos1ve e:>t"od..Jct r•s1du•~ may t"fHN11n 1n eon~ainers. Store c:0r,1'atn19,-$ 1" cool. c:t,-y. vent1la't'ed 1'1r-e res1s'tan't area away 1'rom-d1reet heat al"ld sa=ara-ted f"r-om ox 1d1z•r-S. 01ke storage tank~ seoa,.a'ta1y to conta1n 11e~ o~ tank volume. Gr-ound •Qu1pc,,-,,-t l1nes, dru,ns, etc:., tg avo1d stat11; Qharges. Ve,,"t indcor tanks to an cuts1de 1ocat1on so •sc.ac1no vaoor-a w11l no"t cont-,r11nate any wo,.k a,-ea4, Q(l/t,{) ',I . vo·d --. --.... vgz:50 L6-E2-+~o CCC r OEN"-AL. CHeM I·CA~ MSOS NUf41:3eR : M293S8 PRODUCT NAME: oxsoi....1e0 IX. e~,vtRONM5NT AJ. PROCl:DURES S1'11PS 'l'O BE 1'Alt!:H n· MATERIAL U REI.EA.Sil) OR SPILLJ!D? l"'age 7 of' 10 02-17-94 t:.v;sct.1a'te unneee:ssary s:,er50nno 1 and • 1 1m1n:.1'te al l s:0o.1,-c:a.c 0 ,t, 1gn·~ IQn. ~revan't d1ScnarQe or ~1ush1ng to s~r•ants a~d s••or •Y$1mm~. Large SP111$ GhOUld Oe ~etncved by v•cyu,n tr~~k. Sm.is: lor $p1lls !Tli5~ be soaked uo w1th eomcat1cle absorb-ef'I~ ma~•,r-1~, (Sol!lna. d1a'tQfflaf;~S e.ar-t:h. k1tty l 1t'ter • a-te.) w~1c:1f'\ ~hc~rld oo pl~cod 1n ~lcseQ c0n~a1ne~s. l~aled and ~~orect ~,., a 6l.it1'<, i::i 1':ac;o ....,1:QOor=a ·re awa, 't proi:,er d 1 sposa L F 1 LJsh 'the se111 , :.1ra~ w1~h water 1~ ~n• rin$e wa~er can be ccl1ected and clacad 1n ac0roc.-1at• ogntain•r~ ·ror orcQer d1.S~osa1. S011 ls en area2' o'tht!!r than s:>:c::avemen-t, o-~-.. <::11r1.: er sana. may be handled by t"'efflc:.v:tr,o ~h• ,.~.,.-=-c·tc,d •G1l:, a.ng plac1ng ,n appr-gveo ccnta1ners. Pao~le oer~o~~,nQ ~Me ~roan ~g sn~1d havo ¥ul1 0rotec~1ve e0u10ment 1ncludtnQ ~ N?OS~/MSHA opprovod pcs1~1ve ~re~sur-e se1~ e~1"•d orea~hi~~ ~Qo.fltatu~. TM1S materr~, 1s Mot 11s~ad 1~· 4S CFR ~G2 Tabla 3G2,4 CO:RC~A) er 4@ CFN355. Apo. A <e~~r-6~e1v Haz~r-dQua Su0~~ances). Not1~y authcr1tl$S if a ~Q1ll ca~ Qr(X!~QO ~dv•r-so of~ S1~0 e~~CQts, Stato ~nd local regulat10n$ may k~vo repo~~1ng rctQu1remenTs ~o~ this mat~r1a1. Check ~1~~ ti--Q~op•r s~4~• or 1oc;;a1 ~u~nor,t,oa. WASTE DISPOSAL METHOU: Ac~ord1ng to RCRA. d1s0Qsa1 o~ tn1s ~rod~~t as •a$~o w11l re~uire ass1g~mont of~ ePA Ha%ardt;,,us W~s~• Nunco~. Fer e~amole. thts m:ater1a1 •xh1b1ts tne eharactar1st1e o~ 1rar,1tac11,~v-wasies ccnta1nir,g th1~ me'ter-1-al ~QYld be ass1cv,ed EPA 1-«azar-,;IQ\.,;:s W~61~ N~mcor 0ee1 (4$ CFR 2~1.21). A1~~ys pack~QO, sTcre, tran$gor~. and d1scose o~ a11 ~as~a and con-t5r111r'1.:1toC1 eau1omont. fn aec0r-danca wi-th all a.col 1c::abl• f'ecser..-1 •. =r-tat·~. anci 1oc:~t t,oa1'th-and env1rcnmen-ta1 ,.ec:iul.a-t1cn.s. Sn1Qrnen-ts Q-f' w,;atJ'ta ma't1$r1al$ conTa11'1fng th1s prodl.lct aro $ub..:Jeet to m•n1Fo~t1ng Qe~ apol,eacl• r-egylat10n. Apcrocr1a'te d1sQosa1 w111 dei:,o,id 0n ti-le nai:uro o'f -•ac;n was'te ma't'c,..1a 1 and sno"' ld be c:JOl"le t,y a C:Cfllpa~on't anc;t prc::1J,Jar1y pet'rft1,:1e~ ccn-tractor. X. ADCIITIONAL INFORMATION .fi12u•ac:nlorobenzo-tr-1-P'li..ior-1dv -~=-de~1gnated by 'the It'l'tetraget"lcV Test·1no C::,,,,,Ti1 t-t•• ~or ac-t 1~ bv -th~ EPA ~.nc;;ler Sect 10n 4(e,) of" the Tex 1<: Sub~1:•"e• Ccn-t,.oi Acat. A$ a raou l t c~ Cla'ta wi:m1 ttec bV 0¢c:1C:c5nta1 Ch.m1.~1 under-a nego,t;:u:ocf -t1t.at111~ prQ&r.-n. tne t:f"A .sub:sc10uent l v cone 1 u~d -tha"t ~t-10 1 r,f'cr-mat 1 on ~r-cav f d4l!ld ac:tequaa'te 1-; c::tial"c1Cti11r.1zad tti• Hei&'lth, En"1,-c:,rimentill1 and chom1c:a.1 f'a-t.• c,-ff"ec::"ts o-f Qc1rac;h 1 or-ct>enzo't,.. 1 'f 1 uor 1 d• .and 1 :l.=ruod ~ doc;, :5, on r,01: 'to ~eQu·re ~urthor toa~1ng. Oxi·Cheffl has dev4!tlooed a Cor-oor.at• Ex,::,o.$1.!re L.1Mi't +'o11ow1ng estal:, 1 1 sh•d s:Jl"OC:O~res wh 1 crt ·• •... r-,-fer to a 1 rbor"'e eoncil!1ntf"at10n.s ·of sut:istances .snd ,..ci,.•usent co"'d1~1or,& ur,de,.. wl-t-+c::" ,~ 1.1: O«!t 1 teved t·t,at n••r 1 y all work•rs may rei:,1ta-ted1 y be oacs;u::,.::ae:td day i!.'f-rer aay w1thou1: Mela l th ef-+'•c:ts" (as dorsc:ri~ b)' ACGHO. A CE~ 1$ 0asoa on th• be$t avatlabld 1nfcrma1:1on f'rom .an1ma1 sTud1•s. numan da~A and 1nQ..15trial exoeriane• as kngwn ~o. o.,.yCr.,n. Tl"IO oxac1: va_luo o-f the CSL results i'i-cm orof'esa10.-.a1 Judi.,r911t o~ ~n~ and nat~re o~ data. a$ w•11 as cevert~y o-f .~-r.e1:. ~,m,~$ are 1ntengitd as reec::wffllanda1:ions. ar• nc't exact do~1n1~1ons 0~ sa~a/u~sa~e ex~osures and ~hou1d be in~e~pre~ed b~ qu~l1~1ed ~er~onne1. T T /(':ti ' J so·d X. Ai;>DITJONAL INFORMATION (ContJftued) OSMA Standa~a 29CFR 10tS.t2ee r0Qu1r•5 ~Ma~ 1nfo~mat1~ be pr-0~1a.sd "to om~loy-~ ro9ard1n~ ~h• N1%•r~5 0~ c,,em1ca1s ~Y means Q~ a "azA~d QQrfflW.,,1~1C&1:iOn ~rc:,Qr.am 1nQ1~d1ng 1~b41,1MQ, m&ter1al sa~a-ty d~~-choeta, ~,-•1n1n9 ~ •Gcase ,:g wr-i'ttan r-ece~~a. We ,..~i,;,••·~ 1:t-ia-t >'°"', ;ar'ld 1 ~ 1 s ~eu,.. , oga l dw1:y -tc:,, fflill.lee a, 1 1nTorm:1~1cn 1n 1:h1a Mater1•1 Sa~•t~ 0aTa.Sho•~ ave11ac1e ~o your •e,n,9lev•..a. Tc a 1d· our ~c'toifters 1~ cCf"C)'tyir,g w11:t, ,.•9W1a1:0ry r-OQuir-emet'l-t:a, SARA T 1-t le I 11 ha;card c::a-taQOr"1es 1'ar -,:l'\1s i,roeh.lc-t a.-e 'fl'l<l-tc:-atoc 1n Sec·! 1on I. 11' 1:ha wo,.ct '1Yl!S" appears next 1:c;, any ¢:a-tagc:ir-y. 'th1S · J>re6..,e-t tn.-Y bd t"aOor-'tab1e by ygu unc:1ar ""'• reau1r4fflel'l~• o~ 4(j C~~P4',.t 37G>. Ploase c011aylt those r-ecula1:1ons -For d•-ta11s. 118Ktj CI.A.$SlFtCATIOH Bl XI. PREl1AAATION INFORMATION f!or-oi:ki 1 t 1Ot"141 Non-Emcu-~r>c;iy h_oil t ,:r,, ;sa'l"a"t Y • o~ env 1,.cnmen"t a 1 1n"fgr·rna1:1on 't$lognc:>ne1 (7U:J) 28t\-JC!)St. or-wr-1-co 'tc:a: Occi~en~a, ChCW1"11~a1 Oorpo,-a~1on Pr~~ S~ewardsh1~ 00.:'la~~ment 368 Ra1"1:aow 80..lavord S~~h N1A94,-a F•11s, NY 143G2 rot 1:aar9eneiaA: 24 ROtm b21tGDC! PHOD: 1•800•133-3,,s 'l'O r11quest AD HS2)S: 71&-28&-l.&OO Thi!; MSOS r•cilaoe.s MSCS No. M293!5.8 dated ~8/ 11/9~. • OC" 1 lfl UNI hO J T l IV\ on1cn •.1 90"d vLz=so LG-£Z-+~o POOR QUALITY ORIGINAL S Pa~e 9 o., 1e E>2-t7-94. WARft JNG LABEL, INFORMATION SIGHAL 'lO~n: -AR>fIMC STATlkE:IT or ll%ARbi: COMBU.iTtBLE L.!CUlO .• MAY c.~use rRQtTAT'XON TO eYe:s. S)(IN ANO Ri;SPIRATOFtY TAACT BREATHING HIGH CONCENTR.AT:toNS MAY CAUSE CENTRAL. NERVOVS SYSTl!M DEPl~eSS l ON ANO LI v~~ CHANGES • .PU:CAUT:COMAKI STATIJ«lff.!: ><••P c::-on'ta'fnar clalll•d •kC:e~"t ..,hen -tren:5f',:,rr1ng ma'f•r1al. K-,ef;I ~1way f,-~ he~rt. sparlcs and oi:i•,, -f" 1 am~. Gr-ou,,~1 a 11 e(:fu 1 cm•,, t . · - Oc no1: brea1ne vag0r. Cg noi: "take 1 r,~ei-nil 1 1 y. · ..,.. Oo l'td,: g•t 1 n o:v•~. 0n .Sic if,. on e 1 o-th 1 r,g. U:i10 w· Tn aaeq~ate vent 1 la't 1·on er ua• an a1:1~.-i::ive<J r.,as:,,,..ator-'. P&ti'1·o,-,ri ~tor-tS(')nal r,,cn1~<,r-1ng to .~$$.~.; ·th• e ..... po:iurca lovel. loihen r-1an~l 1ng, i,wear-· criem1eal $Clash gi:igg1&$, pr-c:1-toc-t-tvo c101:n1rig, ~na .:sclvesnt r-•s1:stant gloves. Wash i l"10r0vQI" 1 y · a:f'ter tiian~ 1 frig er eon"tac~ . Do not eat , di'" 1 n.k , er :wnoho In ~reas wne~e ~h1s product. 1s u~ed. ~over-01"1~-11r .a ~1t o,-·bin.I( w1thou1: 'fol10,w1no :sa"•~Y ,:,recedur-•-$-nover alc.ir-a, alwil::f~ -ww1·-i:·n a 1 n•e line, and always w1-th a pc;,c1-1+'fve1 ?r-e~sure ~upc1y o~ ~rean air. 0o not a~~,Y 4i~ pressure. Punctu,-e or weld on o..-ne~r ccn~ainors. DQ no~ reuse c0n~a1ners. Tcxic and exp1os1vd prodl.JOt ros1ch-o= ma~ r~1n in c¢n~a1nor~. . STore c~n~ainor~ 1n oool, ary, ven't11atc,d ~ire ~es1St~"~ •r•a away ~rom d1roct ~ee't and ~ap~ra'teo ~rom 0•1d1zers. Always p•c~aa•. ~~ora. transport. ana d1,SpO$• o~ all waste 3nd t::on-t:•rn11''r:a'tad acau1cmen-t fr, a1..QrdaMC~ with al 1 apr)11cab1• -federal. sta-ta. al"'ld 1oc:a1 hoalth·.-nd env,rOMrnen-tal r-c,s,ulat1cns. ee~cr• U$1ng, read matsr-1a1 Sa~•-tY Oa~a Sheet <MSOS) for th1s c,rQd..cc1:. FIRST A.IO: I.H CA.S:l Of' COlfTAC'1': FOJl :1Tt.5: IMIAEOIATEL.Y 1'1ush 111yas ,.11~,., a d1,-oc.-tod ~'t,-ctiillffl a-f' waTer 'for-at leas·t 1~ mir,u~•~ while faroibl~ ~oldina aye11d3 apa~~ to ensure COfTIC)lete 1~r-igation 0~ eye and 11d ~1 •• Y.$, GeT IMMEDIATa Ml!.Or1;,cu .. ATTl:NTION. !"OR :UUH: IMIA~OIATELY ~lu~h ak1n w1th wat•r a~d ~a~h wi't~ :so~~ an~ wo~or. If' c'lc'tti1t"lg 1 s p•ne'tra'ted, ftm'led 'la"te ly removo c.: 1o-tk 1n1a and 'f'lu:sh -~1n ·w1th wat•r. Wash e1ctbing be~or~ ~au.se. GeT PROMPT MEDICAL ATTC:flTION IF lf't~ITATION OCCURS. lP tllHJJ.l:J): R.,,10ve TO ~re~h air. If breath1ng 1s d1~~1cu1t. have -tr-ai"ed ~r.acin eaan,nNt'tor ox~gen. 1.,-r-e,1si:::,1ra-r1on stoc:ss. Q'fv• m¢Y'tt'1--to-mou1:h ..-.zwsc:; 1 -t~'t icn. GET MEO I CAL ATTENTION ?MMEO r ATcL. Y. IF SW.U.LOWID: t l/90 'd LO.d CO NOT INO.UCE VOMt-TING. Th1S rnau,r1a1 1s not so1utlle, co-NOT GlVE FLUIOS. t, aQCl"l'tanocus vcm1t1ng 1S 1nov1table. PREVENT ASPIRATION ~y koo~inQ tho vfc~im$ hdad below tM k"ee,$. GET IMMELlATE MEOICA~ AT"l"ENTION. A ~ual,~1~ ~hys1c1an can ~ar~o~M gastr1c lavaQe an1y •'"'•" 'tn11:1 ~,r·way (tl"'achea) has l:le•n ••~red -to orevan~ as~1ra-t1on. Furtn•r /tled1ea1 ~~ea~~n't: ~ol1Qw1ng 1nges~1cn. adso~ban~s such as ac~1vat•d charooa1 ffl4Y b• cf value. Gas~~1c lavage may b4' •ffect1ve when s:M~~armoa by a phy$1c1•n w1-tn1" 4 hOUr-S Of 1ngest1on. OCClOENTAJ .. CMEM-fCAL. M50S NUM81:R: M29358 F'ROOUCT NJ~MI! : OXS0l.e 1(i)~- WARNING LABEL INFORMATION (Cvntlnued) UJ CASB o&•: SPlt.t. Oil Lu.it: Pa~e ta o"f' t® 82-i?-94 ' &v.a,;uata unnec:eadar-Y ger-sennel. el ,mu~a"te ~, l sC&..rO.:a 0~ 1Ql"l1-t·1on. ilnd prc:,v1c:1e full .s:ar-otec~,v• eQu1pmant 'fer-'tl'\e clear, uo c,-•w ·inc. 1 ... d 1 ~ • NtO.Srt/MSHA aJ:!i:irov9d s,o:s 1 "t 1 ve t:,r"'e&&1.1re se l 'f , c;on~•·:nad liilrea:tntn9 aooar-.-cua. Conta1n the $Ql l 1 anCl ,:,,..evet"t't <It .soOr\,1&.-a• -to -w•1:o,.w•y.-s end ::a•••r~. $"'111 1 •r sg 111 :ii;. may Oe •o•tced wD w11:h cc::ifflP•'t 111:>lo ab~crbent meter 1a 1 and 'than i;,lacec:1 ,,., ~10$0C: ~cr,t~·~oro to awa1~ p,-Qp,or ~188Q.sel, ~-r~e ~Q111s •hCll.l10 be remov,td l.,y v•~ tM.Jck. - rum-: · -· w.::., ~ro-tecttve OGU1~,,,.~~ i"c1ud1ng NIOSH r~pr~vo~ .soi~ cor,ta·n~ br.a~h1"~ a~pa,-e-t~s Th1• ma~•r~~, 91v•c O~T 't~•~o ~Ymes ~ wPWtr, l"io•t•d-U$• cari,, c::_t-1em1cal, Ma1on, .,,~. ~.rt:IO" -10111"d• o,.. wa1:'er-s,=>rav. Ulf'OIUGTI(JN UQUIUJl ., rsi>I.RAL, STATZ OK I.OCAL UGULATIOHS: Th1u ~roduc;:t c:orita1n$; CAS,it 9S5ei8 eeJtl4 328fil47 NAME a.,,aene. 1-~~1oro-4-(~r1~1uorl0fhdthyl)- lle"z•~•. 1-e"1o~~-2-(:tr1f1~cremtt~~y1)- senz•n•, 1,2•d1c:hloro-4-<~r1~1uor-onet"yl)- HNt a U11IJIC S't'S'l'Blh JIIIALTB 1 • roa lll'DUS11l%AL usz ONLf RD.CTIVlTT l 0831CZ9358 eo1so·a eo·d ~- HATERIAL SAFETY DATA SHEET HE:.At.TH: :l. FIRE: }* q _,,,,/ t-::R:::.E::-A-::C::T~t_U..;;1..;..'r..:.V..:..: _:e::::: rOO ·~-s-oTHER: -----------! P~OOUCT INDENTIFICRTION----------1,,;;'-.-~.___-eP-_I DATE F'~E:F ~~ED JANUARY 17, 19~9 RE.1..11~!::D OCiOSE~ 17, \995 PR()CIJ1:T COOE: 1J5401 TRAOENAME = ISOPROP'l'L ALCOHOL 9.9 1. ANH'f DROUS COMMON N~,E: ~-PRPAHOL MANIJF'ACil. -~~Dt'OISTRIBJ.JTEO eY:CRO~ CHEMICAL CORPORATION *""<S•• ·:n,:taon UtlI.) Al>QRESS! ~.aaa NIRVANA 4VE. CH.ULA VI$TA (A. 'llciH PHO,.EI Cbl'l)-4cl-bb01 . • 24 HOUR EMERGENCY A$SISTANCt::·---- I:HEf1TREC l -~~0-424-S'~~e NAT! 1:1Nf4L RESPONSE ,:ENTER 1-see-4~4-~:Jli)~ SAN OIE:Gr PO-ISOl'I .CENTER( ~19 )2~4-6113/:J') EMERGENCY RESF'Ol'ISE CIJIOE 1-~0-26 · ~4 HOUR NCJN-E;MERGENC'r' < S00 :>-crtA-9~00 -----------II. HRlRRDOUS INGREDIENTS------------ CHEMICAL NAMES !SOPROPYL ,LCOHOL CAS NUMBER 67~63-0 <E:CPIJSURE LIH!TS IN ~!R> ACGXH OSHA OTI-4ER ~ < Tl.U > <PEL> 1-li:. 400pp II -40011 Pfl n /1 $ THIS PFlDUCT con1ains TOXIC CHEMlCA~S sub;•ct to the reporting reqvirc~en1s or SECTION 313 or '.ht EMERGENCY Pt.ANNING AND COMMUN!-r'f RIGHT TO ICNOW ACT or 1986 1nd or 40 CF'R 372. ----··-------III. PH¥SICRL PRDPERTI£S---------.--- v~por dufi ·y C.i:ir=l);!.1 H•lting ;,oint or ru91, Deg. F { 0 Specific .9r111ity 0.7'1 PH "' Boiling polnt lH' ruge, n19. F 180 Solubl 11 ty .n 111hr COHPLET'E Eupor1tion l'ite <butyl 1oehh ~ I> 1. • Vapor prtss 1r1 at, 40 dtg.c~ 33 CST. VISCOSITY e 40 DEG. C ~ n/a A9pun11c, ,nd odor: WATER WHITE WITH A RUBBING ALCOHOL ODOR V. 0. C. = 791 grns/llhr , v.a.c. =o.!58 pou11ds/g1Ilon , --------~----~---I1J. FIRE RND EXPLOSION------------ ·FLASH PO.tN1 · Oeg. F' , Method 53 TCC A~to ignition taR~eraturt, Dt~.F nl& Fhutb lt : i11its in lil', vo lun Y. lonrCLEL> 2 11ppn(UE.L.) 1~ FIRE EXTINt JISHING MEDIA: Uu uhr rog, rou, dry cht11ical or C0.2. Do not use l dlract streu or ohr Produ~t »1:1 flo1t and can bt rtlgnittd on Jurf~c• or Ma11r. . SPECIAL. F'II ~ FIGHTING PRoctDURES ~NO PRECAUTIONS: Warning! FLAMMABLE! Clear fire uu ot r,nprohthd parSol'lntL 00 NOT enttr cont.ined tirt sptct Mithovt full bunktr gur(Helut with he• sh!tld. Bunker cuts. li:1.o• u ud rullbtr !too-ts>. including a puitivr pru.svrt NIOSH appro11ed stlr~ontuntd brHtll- i ng &ppara' :,s. Cool r h·t-u:poud. contai ur1·. UNUSUAi. FIi ~ ANO EXPt.OSICN HAZARDS: Conhintrs txposad h inttnu he:at rro11 rirts should In coo ltd wi~h •~ttr to prt11ent 111~or preisure buildup ~hich c~uld result in cont1ln1r rupturt. Cont1ln1r 1rtas txposed to dirto~ rla11e cont,ct Jh~uld be cooled xith large ~u•ntitits or Matti' lJ n11d1d to prtvent 11uk.e.ning , r ~ontainer. .I SOPROr'IL ~LCQffOL ,, l AMIIYllROUS PAGE l, 1'951017 P.EUJSED: OCTOBER 1.7,11,, LO.d ,.. ----------V. HEfflTH HRZARD INFORWRTION---------- sYMProHS ~o EFFECTS OF EXPOSURE:----.:.-- ACUTE OV~E> '0SURE: SWALL.OWU ;: SK!N ABS[ lBTION: INHALAT!C 1: SX IN CON1 ~CT: ·E't'F; CONTI ;t: Noden!elg to.tic. H•y cius-a nusu.11011iti119,dhrr11u,lu.&daoht,dlnlnus a1td 11ar::uu. Pl'olo11g1d. or 11i·du~ru~ conhet 11it11 tile d.i11 uy l'U!ilt in the ab1orpUon or pot1nt11lly ll•r11ru1 a11ou11ts er 11,te,ial. V1po,s ar, irritat.in~ t! fht eyes and respiratory trict. High oonc,ntrations •a~ caus, ~,a,achtrd1zt1111ss dro11sln,ss, ~arcos1s,and unoonsclous1111s. 8r1,r_contact ~ay cause sli~ht irritation. Prolong•~ 0011,red eont1ct,1s rro" clot~ing xtt ~1th th, 111te,1,l,11ay c1us1 ,eYtrt irr1tition 11ith sxtlling and cll1111cal burns. Causes saver, irritation, seen 11 •arked eroess r1d111~s and s11,Jlin9 or tht COIIJ1111cti11i. Chuic,al l>uru or the cornu 11ty occur it the t!IU 1r 1 not flushed h1114l~hly. REPEATED EXI OSURE: Dryin9 uid er.tckil\g of the skin ""Y ruuU froN pro1on9td uposul'e to outanol b1c1uu or lt ·1 dertttin; ;action. THERE IS EVIDENCE tht lo11g-hr11 npuhd 1xpo1ure to vapor conc111tri1tion1 ~reiter than 50pp11 ~ay resvlt in 10111 LOSS OF HEARING. 1-iEALTH £FFE1 TS: Buhno1 vapori Ul'I eaue spic:.itlc inJUl'lJ to the cornu. Tht liquid is <OTHER> specitll~ toxic if aspirlttd. COHTINUCJt!S SKIN EXPOStJRE A~~RAVATES .DERMATITIS. HIST AND VAPOR I~TICN cANCERou: PROO~s~4'1'ohb1t--Y~Lf<P ~E~B&2!..!.!~T.IC F'Ul.l'!ONARY nrsEAS£. NO X · YI S P.RODUCTCS>: II0111 hu.-i11FED0SHALIST. FIRST AI >: EMERGENCY PROCEOt.lRES:---~--- EYE CONTAC1 ·Hold eyelids open and flush 11it!I phrtty or iuhr for 15 Ninutu. GET MEDICAL ATTENTION. S~fN COHTAC i: Re11011t OOl'lt1~in1t1d clothing ind shoes. rlush slln with 111t1r. POl\011 by washing •ith soap ind Ml :er. Ir ,init~tion oc:~urs, !:ET MEDICAi. ATrENTION. 00 NOT l'tun clothi11g 1111ti I cltutcf. t~ALATION: Ruoue vicH11 to rru~ ail', tr bruthing ls difricvlt proYide oxygens if no~ t!ruthitlg proYide u-1 .f"icjaJ rupiHtion. GET MEDICAL ATTENTION. Itr;E:STION: JO NOT INDtJa: VOMITING. H Ya11itln9 oc~urs spontaneously, klep hud beln hips to prn1nt aspiration ,r liquid int~ lungs. GEi MEDIC~L ATTOOtON.f PHYSIGIAN, JTE: Jir IIOl't than ~-0 ,cl~g hu been in~uttd •nd vuiting llu not oci;11rr1d, e11ul1 sllovld h induoed tith .su9er11isio11. Kup,-uicti11 ·s hnd below hipy h preunt upiraHon. Ir sy11pt~n1 nch u lou or gaf l'@rlexes, unuut.s,Iou or unco.nscio111n1ss ncwr bef_srrr 111uis, gutric linge using ~ outred t11dotuch1i l hbe should be. coiUidered. · ---------------UI. REHCTIUITY ORTH-------------- STABILITY: X STABLE_UNSTABLt HAZARDOUS POLYMERIZATION_-HAY OCCU~Hil.L NOT OCCUR CONDITIONS AND 11AiERIALS TO AVOID: Avoid h~at, sparKs, tia11e &nd ~ontact with strong oxidizing ~gants. HAZARDOUS ECOl-!POSITION PROOUCTS: Cirbon Monoxide ~nd unidentlti,d orianic CoRpounds NAY b1 ro~Ktd during co~ ustlon. 125201 I SXlPROPYl ltLCOHOL 1' r IVIHYOROIJS PAGE 2 u,s101;, REIJlSED: JANUARY 2t, 11~ BO"d ~22:50 L6-£2-+~0 -----Uir. SPILL. LERKJ AND DISPOSAL PROCEDURES----1'1,1 uu-11004 sP.tLi. OR LEI: PROCED.IRES: M1~ni1tg! FLAHHA8l:E! Ell11i1U.h all ig11iticin u 11 rcu. Hudl1n9 1quip11e11t 11ust bl gl'ou~ded ·o P:ey111t spulug.iL~Rl:E SPIL1:,,SI Ev1cu~h tlle huud uu or u1tpl'otecttd p1rsonntL wu" ~ppropl'U,~e ·up1r1hr ind proteci,vl! olothr119. Shut orr uure• r,f Jut only if urt to do so. Dike ud eanh111. Ir upr,t cloud rons, 111ttr rog in.y be vud to suppress: Conh.tn run-orr. R111ova 11itll Yuu1111 true•: or piup to shr191/u!vtgt Yl!Htl. Sotl up tuidca 11ith an 1.bsol'btAt (le. var11iculih ar o·ther suit1I :e 11~teri1IJ. P-hce i11 non-luK.ing conta.ineu foT' i,T'oper diuout. Flus!\ uu 11\th llllhl' to ro~11, tric, 1·e11~uc: Oispos~ or flus~ so,luticins u 1bov1. JS~ALL SPILLS-i suli up lfitli ~bSOl'bent n1- ter11l ~,,d t t1ct 111 11on-letl1ng cont.i,ners: Sul ti91\tly ,nd 1d111tir!I eontainel' rar prop1r dlspoul. W~STE OlSPO! ~L: Ois-pou or 11ut.t i11 iccol'd.anc:e 11ith l'tthr1l, shte .1nd loHJ ragulitions. ENVTRCNHENT, -IMPACT: Spills should bt rtported to the NATIONAL RESPONSE CENTER .ind oHttl' a.g~nciu u 4iet~ttd by r19ul~tions. ---:--·--VIII. SPECIAL HR.NDLING INF'ORNRTION------- TRANSPQR.ATION AND LABELING: QOT $HlF>f ING NAME: ISOPROPANOL OOT CL.AS: /IJt-VPt; : :J, UN 12 l 9, Pr.; I I HAZMOOlf. MATERIAL IDENTIFICATIC'.N SYSTEM ~TINC CHMIS> HEAL. TH 1 Fl Rt:: 3 R5:ACT I UI T'I O PERSONNEL PROTECT 1 •.J6 EQLl I FIMENT , (HRZBtO 2RT!i ;: O•~IftiftAl, 1= SLICHT, i. ffOOE!BT[, 3~ ~£2l0US. ~-SEUE2E RESPIRATOR'! PROTECTION: Avoid prolongtd ol' rtpeattd brHttling of upors. Uu a NIOSH lppn111d rupira.tor o 111otd ;ver u11osur1, 11h!n l.nticiplttd uposure uc:udf occupi1.tio111l upu.ure ll11itJ. Uu 1.ithu 1n itutpl\are•su~~lying rupir,tor or i.n 1.ir-11urifying l'tspiHhr for organic 111pors. PROTECTIVE :LOTHING: Avoid conhct .11.ith eyu. Wur urtty glusu ar gogglu u ippropriih. Avoid prolongtd o · reputed cont1ct 111th sKin. 1-iiu chuical-resisant glouu 111d oflttr clotbiftg u l'lquind to ,11,,i,.iu con-tact. ADDITIONAL 'ROTECTIVE 11EASURES: Ust tJplosion-proor vtntil1tion is rtquirtd to control YlPO~ concentrati 111s ,Air-d-r·g conhxin~ted clothing in a ,u ti 11uti lited .irn. L~vnd,r before uring. STORA~E ANI HANDLING: Stu conhiners in i urt non-traffic l,.u, Kup 01:nhinei-closed ind 111e1l identiri11d. lilhu tr&nsftrring product UH bondlng 11roced11ru. Do not cut, dl'ill, grind, tuld or siNi hr ope •atiou on or I\Ur .upty conhiners. Kull liquid 1·nd Yipors auy fro.11 hut spar~s, riut !" other igi,j, ion sourcu. Post NO SNOKING err s,i-11i lar 11ar11in9 .fignf. Vapor, art 1'orully huvu'I' than lll' ~nd c1n bt 1011,d by •ir currents tc surrounding lttas. RIGHT TO Kl OW; All personntl thlt JU!/ posslbly cou in ~11nta~t with this product an requirtd 10 ltno11 the loc~ti, 11 or this 1'1AraRtAL SAFETY QATA SHEc:T ud. the inrcm,~tion conhined herein. Products bd1tg sold llld/o rtdistri.buted thali bt acoo"p~ni1d b~ l HSOS or rurnishtd 11ithln speoiried tlu liilih. FOOTNOTES ND ABBREV!ATICNS. NIA= Not 1p~llc1~1'e n/1 a intor"~~lon un~v1il1hle E/t = tstl"ated N/D>: Not De t e r,d n e d u THIS HATER AL SAFHY OATA SHEET i.s a e011pila.:tion ot into1·111tio!I obhi11ed frON tile MSDS's pro11idtd by Cra11n C eNicil ·s suppliers. This c0Ml)il1tio11 utilizu_the tt0rt IIOIIHl"ll.lt\"' 1ppruch u_.shhd by uch SIJ plier. Cop-iu or Materhl Sdety Oah Shnh 1ss1Je6 by thr supplier uy be obtuntd by contacting Cro11n ChcMi¢tl Corporatlon. 125co1 ISOPROPYL ALCOHOL t1 l ANHYDROUS PAGE 3 11.P5l0l.i' REVISEO: OtTDBOI J.J,1915 so·d -~ ' . ·-.-----.. -----· MAIEBlAL SAFETY ORTA :fHEET IT~ lDUCT NAME: ACTIVATOr~ FOR 903 L,.INE , .. JDUl:T CODE: 90::1r;oo9 HNIS CCDESi H F R P 2:f< 3 1 G z••••------SECTION I MANUFACTURER IDENTIFICATION ----====•~~ P'1ANUFACTURER'8 NAM£1 $Ul'l~EL.T COAT!MGS~ INC .. ADDRESS: PO BOX 1042!1 P!CAVIJMG:~ l'IS .. 39466 EMERGENCY PHONE: (BOC)) 2~!'-:::'P124 INFORMATION PHONE: (601) 798-47::a DATE REVISED c 02-01-94 NAM£ CF PREPARER: RICHARD RAWLE """"'=""=""~-SECTION II -HAZARDOUS tNGREDIENTS/SARA IlI INFORMATION ••-=••o --'-·· ijAZARDOUS_COllFDNE!ITS JIC"flMTflilACEJPDStiRE LllllT! CAS lf!JIIJER OSHA PEL AC'Sl!f TL~ OTHER VAPOlt PRESSURE u Hg I T£ftP ---------------~-----~------------------------·--~---------·4····· ... ···----.----------HDHOPOLYIIEI OF HE'lAII.ETI!YlEJCE DJISOCYANAT£ Lf&H7 AROftATIC SDLYENT HAPHTHA (SOlYEMT 100) "·BUTYL ACETATE (MORttAL BUTYL-ACETATtl 28182·81-2 MOT EST! IIOT ESTI 1,00 19/el 64742·95·6 MOT E~Tl MOT EST9 SO PPff _ 123•86•-t 1'0 f'PI! 1,0 PPfl HI~ 10.0 77F 8,4 pSF m No toxic chHi.e1Hs} 1uD;ect to tJ11 rrpertfng rtquir11,nt1 o1 nction ltJ of lit!! III and of 40 CfR J72 ,,. prn11tt. 111 PHYSICAL/CHEMICAL CHARACTERISTICS -----•~ BOILING RANG~i 260 to 306 D~9 F V,APOR DENS?TV; HEAVIER THAN AIF, COATING Y.0.C. : 0.95 LD/GL C 113 MATERIAL V.O.C. 2 0.95 LB/GL C 113 SOLUBILITY IN WATER t HEGLIGIJ.lL.E SPECIFIC 6RAVITY (H20•1)t 1.1 EVAPORATION RATE: SL.C>iaJF.:f-~ THAN ETHER 0/L) G/L) APPEARANCE AND ODORz F'ALE VISCDU~3 LH>UID WITH ORGANIC SOLVENT ODOF~ ,,..,..,.--=--======::o SECTION IV FIRE AND EXPLOSION HAZARD DATA -~--•-••••• FLASH POINT: 76 D@g F PtETHOD USEDt T.C~C. FLAM11ABLE LIMITS IN AIR BY VOLUME-LOWER: 0.9:~ UPPER1 7.,6:'-! EXTI-N6UISHIN0 f'IEDIAJ FOArl~ AI_COH(JL FOAl'I, C.02tt DRY CHEl'IICAL SPECIAL FIREFIGHTING PROCEDU~ES Full eur9.ency 1quio11nt witlt 11lf-cantaintd llrHtllift9 app~r1tus a.nd full protfct1vt clt1tt1inq 11tould be 1torn by fire t· ·rs, During a. t1r,, lsocy;mte Yilpors ;and otl!tr irritating or lliglliy toxic guts HY b, 91n1rat1d, 1;NUSUAL FI RE ANO EXPLOSION HAZARDS Pnm11rr 11ay build wp .in do1td cantiinrrs tllU ut expoHd to l'IUt. St,lvent wapon ar·2 IIHvUr than air inct HY trav!I a tonsiderabll! distinc!! tp an i;nit1on sourer Jnd fl uh back, vo·d J, ,n:31 .,• 95 11: 14 <ro3C0O9 SANFAX300 s~~i,~ MATERIAL 8AF£TV DATA SHEET P. 2 P~ .2 OF 3 ~=c·---a·------------SECTION V -REACTIVITY DATA --··~·····-=------- ~TA8lLITV1 STABL~ CONDITIONS TO AVOID Mon, lno1111 INCOl'1PATIBIL1TY (MATERIALS TO AVOID) W~ter, 11ines. str1111, b1111, a1cn11e1t, 11t,1 ca1pound1 HAZARDOUS DECCINPOBJTION OR BYPRODUCTS ST ~r A"D FJRr, cirbon d1a1ide, carbon ,onaxidt, orides .of nitr09111 ~nd trace, of .Helf and 1socy1n1te 1ano1er. HAZARDOUS PCLYl"ERIZATIONt WILL 1-101" Ot;CUf~ ~ polyttriiation 111 octur 1bov1 400f or it 11po1td to aoistur, or oth,r 11t,ri1l1 t~•t re1ct with isocyanates, HEALTH HAZARD DATA •---••••====---=---- INHALATION HEALTH RISKS AND SYMPTOMS OF EXPOSURE Etoo,uru auv, s1199tstr~ li1its c1n Jrrihtt ·IIICOV& ·1re11r.anH Jn th, rn11ir1torr tract uusin9 rvnny rmt, 1:w9hint~ or fhortft,,t ot· brtath. Ctrta1n iftdlridu1l1 •ill r,,ct ~itft a,tftea·liiP sy1ptDis at very Jo,r exposur,s. SKIN ANO EYE CONTACT HEA~TH RISKS AND SYMPTOMS OF EXPOSURE Burning ll'flSition' with read,~ing ot th1 1y1s, burning !!llsation or 1rr1t1tian of th, skin on ut1,rotected areas, SKIN A89CRPTION HE;ALTH RlSKS AND SYMPTOMS OF EXPOSUftE Prolonged or r,p11ted unorot,ct,d contact 11y caus, d1fattin9~ dryin9 af tht st1n, or dtr•atitis. ~GESTIO~ HEALTH RISKS AND SYMPTOMS OF EXPOSURE .,straint,st1na1 distress •ith ,r21la1s of srste•it ,oisoninv, HEALTH HAZARDS (ACUTE AND CHRONIC). ACUlE··Shortn,ss of brtath, btJrnin9 5Mtatian of the respiratar1 p1ssa9,s, n•usta, ano h11iacn1 •it~ iJlcr,1sed ,ron1n1ss to 1ccidtnt. An ill,r9jc rt'SPJr•tory -r,,cticn 1i1111r ta 1n •1t~•1 attacl c,n occur in so,, indlviduals •itft pr1lan91f or rtpt1l1d· pr,vious eiposur, or i s1~,11 l1r91 11po,urr to isocy.,.lt!!, CllRO!flC--fj1rto1i,, kiiner or livtr dlsfunttion •ith possibh ot~tr c111tral nerwou, 1ot11 effects. CARCINOGENICITY, .NTP? ND IARC f'IONOGRAF'HS1 NO OSHA REBULATED'? N() CALfFDflNfA PROPOSITfON 6~ STATE"EHT: Chtct Stction IJ of ·this IISDS foY fttzardous in9rtlitnt11~011 n111 c5nt1in1 the c~aricters {l5l, Thtit in;rtditnt, ~rt listed or h1v, tr1c1 CDtDontnts that art listn 1~ C•Iiforni1 Proo. b5 lists, MEDICAL CONO!TIONS GENERALLY AGGRAVATED BY EXPOSURE ·RespiratOl"1 difficulty, pr,·,~istini sli~ ,,n,itiz,tion, or ~,,vious 1cvt, 1lJtt9ic r11pir1tory re,ctiOII to isoq1~1t,,. EMERGENCY AND FIRST AID PROCEDURES FOR EYES--Fhlsll •Hh Plfllty of dun flowint •tttr for at ltHt J5 tinut!S and 91t HltiuJ att,!ltiCIII, FDR SUH•~ll11h .tft!c.te4 ann •Hh 11le11tr of 111r1, !aa,r 111ter. L111ndtr contuirtitfd clot~1119 111d SllDH btfor, r1u11. IF A~J'ECTED IY INHALATIOR·-Ae,ov1 to fresh 11r. iiYf oxygen if br,athing ii difficult. Adatftlittr artlfitial re1pir1tion if ~r,1thin9 h~s slop~td. IF Si~LLOWED--till a p~7stc1•ft it1tdiatily, Do HOT induct wo,it1n;. N!ver ti•• 1nythin9 by 1D11th lD 1n unconsc1ou, person, SO"d vzz:so L6-£Z-+~o ~'an.3i '95 11:15 SRNFAX300 se~ies P. 3 ·903CC,09 l'IATERlAL SAFETV OATA SHEET PAGE :S OF 3 ==o:-aa::az:sa.,,.. SECTION VI I .., PRECAUTIONS FOR SAFE HANDLING AND USE ••-•---- 3TEPS TO BE TAkEN IN CASE NAtERI~ 19 RELEASED OR SPILLED Pr0¥1~f •etqu~t, ¥ffttilat!Oft. R11ove tll IHIS~ibl1 iqn1t1oi1 ,ourcn. Ai§Grt 11th in1rt a~sorbant end dt1pa11 in aceord1nc,. will! lor::al applic:1,1, r19ulatian, for ignH1bl1 1t111rdous Hst,. WASTE DISPOSAL NETMOD Di1pan in accord1nc1 11j.t11 local rtt11latian1 for lgnih)lt h1urd11111 nste PREt:AUTI~S TO BE TAkEN lN HANDLING AND S"fCRINB ~tort in i cool drr olicr, OlitsJd, Dr detatlltd stor191 is prt,ftrel. Iniidt ,tor19t should bt in a 1t111eard flana~I, IiQaid stara91 raga ar c:abintt. &rO\ln~ Itta! tllftttlntrs ,hm t,1~tferr1119 product frot Oft@ ,,tat containtr to 111Dtft1t, Do not reuse HJ\J JrlHfuct COftt11n1r for mr ,urpose. OTHER PRECAUTIONS If tlti• prDtluct is CD1blft1d •ith tnothtr c09p11nmt, ar if addlthts or thinntrs arr introd11cltl into tllis product, rHd all oroduct hDtla .,,d •II lftbritl Sat,ty l11t, 9/ltttl ,,-ior fo use. ••a•••~==-=-~•••••• SECTION YIIl CONTROL NEASURES •-•••n==~====-••-•~ RESPlRATORV PROTECTlON E1h1ust r~ntiJatillll sufficient ta tre, 1lr&orne eanr,~trat{on of 101»1nt, H~J ind palyi,a~yanatt lltlott r~y·, •u1t ~1 utilized, A r1!pir1t0r t~,t i, rte°"'"'" fe, u,,. in i1ocy~n•t~cant1ini~9 rnriron1tnts aay also Ill nttns1rr, Wh,n toncentratlefti are not kn1111n, or 1111rt is in, ,o~flnld ,pict, tlte use of a 001itive air pr1ssur1 r11pir1tor i111nd,tory /E'.NT ILA TI ON Yrnlil,tian sho~ld dilutl! !O &tlo• ~EL .,nd TLY to br consid1rtd 1d1quat1. PROTECTIVE GLOVES Solvent resist1nt 9lav11 1urh ,, nitrJlt rutbtr Sllauld &e us,d jf ,tin contact it littlY. EYE PROTECTION Ch,aic•l splash qQCJ9l,1 1r, highly r1tQalltlldtd, ~aritcularlr •l)tn ,ot1ntiil for tplashlA9 into the e7es is hiqh. OTHER PROTECTIVE CLOTHING OR EQUIPMENT Solvtnt rttitt1nt clothin9 is r1co11ftliN as ntt~ti to avoid CD11tact, WORJ</HYGIENJC PRACTICES lluh ~,nds tl11trou911ly after han~li119 prod11tt iftll llefort Hokin1 ar t1tin9, DISCLAIMER . The reco11end1tian1 ltl'oviord ~,r1in 1r, ••std Oft i11far1atio11 t~•t i1 ,,Jitvtl to~, 1ccurit~. •cnl of tht infor11tjon states u t& &t construed u anr upreuf4 •arr111t1, Tllis product 1s for fodu1try uu 01111 and should bt MIT 111td by ~raft1sicn1l, wflo hive carefullr •••l111tt~ thia product, · go·d v22:so L6-£Z-+~o ~ ... -. - PRODUCT NAME: S~~SPC~~ P!=::O.DUCT CODE: ·:;1-.. -w,:14,; MATE~IAL SAFETY DATA SHEET HMIS CODES: H ... . ,·:. F 2 F.: (l F' ---==~~~-=====:~ SECTION I MANUF A(:Tu;::E~ I DENT IF r :::.;TI ON ====="""'"""'=====""::==:= Ml'INUFACTURER' S NAME: :::!UNBSL."t i::O/i: tr·:C3S, "[.,j; _ _-. ADDRESS: FC t~o;..: lG··!-_;:::1 r=·1:c:.-~·,'I_Jr,JE, l"!S. -~'::;-,·.;.::~(~ !::MERGEMCY PHONE: (::}1.l•)) ·255 ..• :}·:324 !NF"DRMATION PHONE: ·::::.,.::;. :: 7·":);::!---~1.:73: DATE ,;;:e:VISEO : (!·2·-01-'3•.J. NAl"!E OF PREPAf;.:ER .: ;::;· ((:;-~,-=-,RD ~.:~LJU:: ~===~~==== SECTION II HAZARDOUS INGR~DIENTS/S~RA III INFORMATION ===-~--~~ uCC'1?4''.'!~HAL E1Fr;SUP.E U!'!!"rs CAS ~U~BE~ DSnA ?:~ AGGIH :LV uT~E2 •;;.P:JH ?RESSURE llE!GHT aim Hg ! TEMP P~~Cclff ·-------------···-~----······-------····----------------------------------~-----------·--·-----------------------·-----------· ,1E7HYL lf-?RU?'::.. ~£TONE {i•?ENTAilONE; 107-57-3 200 ??i :oo ~Pl'! :7.8 :i:!f" ~-3!.!T'!'-;.c::i.TE irlORM::Oi.. 3UTYi. Am;;m !23-%-4 , .. ~ .-IJ ??II !.~O ppi, a.4 c8F ~z~ A-=?!C~l~ROHYORIN/OI~£~ FATTY AC!D· BA~£~ ~~GXY 57~8'.?-:2-0 n~t e£!~ ~~~ !!Stb .,oe :!~;b ~JA =========-•-...--.:::: SEC:TION III PHYS I CAL.1'CHEi'l I GAL CHAF-'ACTEP. IS r ! CS ====:oo.=iwa.u:at::a::= BOILIN(i RANG.!:.: :2.L3 ;;.:_:. :2!.:,G Deg ~-· SF-EC:!i='IC GRAVIT'( CH20=1): .1.,i) VAPOR DENSITY: l··iE,.;•._; .u::;;:: r:-:A:•i ,:':,ff: E'·iAPiJRATION RATE:.: SL.()!,Ji::i"s'. THAN ETHEi=: COATING V.O.C. : 3.~5 L3/GL C ~i4 ~,~J MATERIAL v.o~c.: 3.46 LBiG~ ( 41~ G1L) SOLUBILITY IN WATER: i'\JC::.}:_.r;3II?.LE APP~ARANCE AND ODOR: OPAQUE VISCOUS LfQLJID WITf-1 SCt...·-1r::I\IT ====,.,,--===== ""= SECTION IV F" IRE AND EXF·LOSION HAZARD DATA --------------- METHOD USED~ TCC LOWER: i . 6 ~~ UPPEF:; --"· f:i ill / /fJ SP~C I AL FIREFIGHT I N(:i F·F-:OCEDURES =-:ref:gh;:i•s 5Muid ~eir self·,:~ota~ne!! !)rcath~ng ~ppar;;t:ia .. Alth~1J3h .J::t=' !o.t be i~e!f:!i:hve, a 11ate-r fcg 1.ay ~e ;ised ~.; -:,;,:,l d..;s2~ ·:::-dain.;rs ~~at .:1~~ e~p-ne~ t~ h2=t, u~·· 'SUAL F"IRE MJD ~X!='LOSION HAZARDS ~-:2 .ie1 ~:;i ;; ;;~ II! i:los~d -:-jnt:1iners th.at ar: :1~pose1 ~,.:: ?lot. S,:i:·,.en: vapors are heni=< than ait an~ 1'ay ;,a;-;;l :i~ersCl~ ~is~c"~~ ~~;;;:ig ~~e ;r-:~n1 ~~ ~:-: i~nit"i:::n sc·!.::r;a and ~:3~!1 ~=,:~: .. > •• MATE::.:IAL SAFETY DATA. SHEET PAGe 2 Or 8 -=== '=::=.-===·....,===--===s: -== SE1::T ION \l ~EACTIVITY DATA --------------=;-====--""• STABILITY! :;-iT,;Br..~:: c-r.1-mrTIONS TO AVOID :;.:;1,,1 .i.,-.CGMPAT!BILITY Cl"'ATER:ALS T1J Av'OI !:·.' HA.ZARnous DECOMPDSiiIGN OR BYPRODUCTS HAZAR:)OIJS POLYMERIZATION: 1.--!iL.L. NG r' ,.}i".,~LJi-=: ==--==== =;--====~=== SECTICN VI HEALTH HAZARD DATA ==~=-================= INHALATION HEALTH RISKS AND SYi"!PTOMS OF EXPOSURE J!:::~a;;, ~eadic~e, 9ausea, ;n1r~nesi 1f br~3~~, ~ul1e~t tai~~ t~ ~he 1cuth1 ~artas!s7 iup~orl;, Qr ~n,onsciousn!!~. '2KJN AND C:'t'C: CONTACT HEALTH RISKS AND SYMF·70MS OF' EXPOSURE SKIN ABSORPTIOI\J HEALTH RISKS ·AND SYMPTOMS CF EXPOSU~:~ :-,.:;!,)O'.,':d :,r r:?;:!!t~d Ji:~:::Jb1::te., ~~::i :Jn~,1;:t 1:/ ~,.us~ .,e I H ti~~, ::lr7ir.9 ,,: ~n= ;~111 or .:;~r,,a, ! , : :;. r .. -~s TI. ON HEAL TH i;:;: L SJ<S AND SYMPTOMS OF EXPOSt,JF:;: HEALTH HAZAF:DS (ACU'iE AND ;::HRONIC:) ,;,:~iE--5hortness d or;:·rn1, !:ur::1r:~ sensoti,):i ,:,, i:!Sp:r.ator; pa~!ag!S, '1<i!l==-=, hudaCri!! .inil !nc~~,;;2ii i)!•:n~nes, :\l ~;::1~~:. C~RONiG··Na!:oii!, ~!~~@~ a~a l11~r ~i;fanr;10n Ji:~ ~GS~:~ii ~~n;:ai ~i~~o~s ;ysi2i efrelts. 1j,F.'C I NOl3E'.N IC I T'I: OSHA RE.GULA TED'? i\iC .:~L.i·:lr,'.ii:11 ?RG?C3HlcN D~ 3T.iii:!1E11:; i:ne~r. ~e~tion !I of ~his :mg f:::f ::a:lr:;;~s ingri!d:~nts i.ho~e 113.H ccntiins th~ ,:h,1r~1:t:i'! ~o:L Th!:Si! ingredi2nt; ~r~ listed ,:,r i1a1,e tr;i,~:1 ,:,),tp,;nent; tfl .. t a,~ !is~;,d in Ca!!f,)rnia ?Mp 65 lists. MEDICAL CONDITIONS GEN~RALLY AGGRAVAT:;D B'f E:XPOSURE Re5?!!1tor7 d:!11~ulty or ~rg-~1istin9 s~!n sen~i~ization E:MERGENC:Y AND F"!RST AID PROCEDUF~ES :=1?. ~'!~3··;:'iush 'li.~!i plent; d -:l~;r, flo·.1~:!g ·J;;t2r fur ac l<!ii5t ~S :iiil•A~s 3M ;,~ .1edi-:al at~iriti.,r.. FO?. ~!<!N--\,1.;s!l 1 ::2c~2~ =.tHs "Ji ~h ?12~~;: )f vilrt s,~.p;· ;ia~~,. La.snd:r -:.::ntuiiiQte::! ::l~ti1:r.9 ;;nd she.es be for;; fe:ise. lF AffECTED BY ;~J~.;:...\::OH ~f './APGP.S--Re:a-:r-1! ~~ :r;:I! lit. i3:·,;; ,;~yger. :f br<?~thin,; is d,:/!-:tilt. Ad,1i:11ster artifidal re;:pirat:.on if ::r-ntil~==S ,:as ::cp~a:l. iF SIIAL:..GIIE:J--•;a]l :i ~hysid~n i:!l!edia';,1!y. Dt flOT induca ,er.ii :i~g. Nrn:r give anything by n(:~;h ~,} ~n ·.Jn::~r;;::i,:n.:.: pei' :~;1. zo·d vrz:so LS-£2-+~o POOR QUALITY · ·ORIGINAL S MnTE:F:!AL SAFET'( DATA SHEET Pf;.:ECAUTIONS F"OR SAFE: HANDLING ANO USE STE:~·S TO .BE TAiG::i'J !N CASI;: MATERIAL IS RE:LE"ASED OR SPILLED i:·,·· !j! ;~~,.~·.r=~= ·:~r:ri~!t:;r.. =:,.:,·.~ :!! ;a:.~:;_~!e !;nitt,jr, :cc:-.:~; . .lb;,:-lb ·,d!h !n!r~ rit!:·-'r~a!1t :1n·J :,;,;,J:e 1;: ,~~~:i ;i;~ ~~~~i ;gs~!;~~;~; :~r ign1:?b!~ hs:ir~fli~ ~i~~J. WASTE DISPOSAL METHOD PF-:E(:Ai.JT IGNS Td BE TAi<EN IN HANDLING AND STORING 5!Jr~ ;~ i t~ol drt ?!le•. Qutsiae or deta~hed stor;ge IE pr!ferriilr;. i~sid~stJrage ~hould ~e in a s~andard !:.a.7.,~a~ ;; ; iq,nd mH .iga :-)·)!? •:,r -:.;;,1,i=t, Gr,,and ,:-:in;airaer s ,r.en ;r a.-,; ieu ing ! :quid ir,1i ,:;ne itetal crmt,uoer tu .. rnc.;her. ~u ,1ot :eu;;e ai!lpty pro4uct ,on;;;iner for ~ny purj)OS:, OTHER PRECAUTIONS !1 :i. ;ec1nd ~c,p:)r.i~t. is ai!~~:! t~. this ;m,d;;-:t, -:,~ :: -10;, iaa1~1-ve!!. 1r t!i;:;n~r5 3f= int:cd::c~d i:it.:, ~hi;; procuc:1 ~1!3d ill ~rjdec: !Jbtl~ Jnd ~!! ~at!r!3l iafet7 ~~ti ;heets pr:or t1 us~. PASE 3 OF 3 C!JNTRQ!... MEASURES ====-=:;:;;:========-===-==== RESPI~~TORY PROT~CTIGN c~~a!iJt:,n ·~?or-p2r~i~~;ste f!!pl~5tar ~or use ;n SO!Y~~t-~cn:ai~I~i ED•i:"~ntet~ is :ec~~;~nd;~ -· ,;~r~la:!~~ ~; .TILATION ·:an;ilat1-:,n ~li~·d1 )t! 3..i::>::il~t ~;; ::ouc~ :i,:",·:·:"'lE 1apor ~on,:!;it'r,H!~n; ~u .ii=lo·i ~=;_ .snd -:-:.0; ;Q b~ ~;;nsidered .. d~•j•J; ~ ~. PROTECTIVE GLOVES ~~,1~~e~~~d ~~t:! ;~,~ ~0nt;c~ !E--~~~;7. iJ~@ i~ii~nt resiiiirt Ji!~ii i~:~ ;s ~:tr1l; ~u~~2f. E'fE PROTECTION -::iejli:;i,~ -;p!ash go~gle;; ;r; '~~~uend@d i r poti'~,a! ;r,r Sp!:1~:1:~g mt-:-:11; 2f2S :s high. OTHER F'RCfECTI\/E CLOTHING OF-: i:;QUIPMENT 31:t·,i!~.: ~2sistan~ c}.;t:;:;;g 15 r~C:;!~~nded as neeceG :o iY9id s~1n .:"nta.c~. WORK/HYGIENIC PRACTICES h;l1 :!:?n::s ti1otougniy ;f,cr lmdlli1~ .1r~di:ct a:id :::1,:-,r! ::U~~:::g )( !;~ing, -========--==---=--------SECTION IX DI S•:LA I MEF~ ::!.~A••aaa:liiil.-a-:.1.;a:.::aac----------- ·otSCLAIMER r~,;; r!!~~·n:nc:!'d.i:1~~s ~r!;.·,j{!~d :,er~i;i at(: ~a:;21 ,)~ :rifcr-uet:on :1:l.i;:v21 ;Q l:2 =-~~:.~Jt.:. lfrr;e -~i t::e h:;;r.~ati~n st;;ted is ~q ~~ -:·::!!::~l'.l:~ a,; an, =~;:nss •Jc::-n~~,-. Thi: ~~·:de·:~ is in~!:ided ~.;.:-•,;du,t'.";' :ise :::n!J and :~cult ·~!l!j· !le ·~:ed b1 pt1!~~~l~~~;s ~~c ~~1~ :ar~~~!!J ~v~~;at~d :~!s ~r;o~;~, £0.d DAUBON.D DC-6336 FAST SET EPOXY ADHESIVE OAUBONO OC-6336 is a general purpose, two-part epoxy adhesive. OUTSTANDING PROPEJrTIES • Color-Coded for Identification and Mixing • Cures at Aoom Temperature • Good Adhesion tc various Substrates: Wood, Glass, Concrete, Metal. and Some Plastics TYPlCAL PRQPEJrrlES Compot\Ult Color Solids Viseositv MixRetio DC-633&•A• eioicv Astin 8asa White. No Solvent 15,000-15,000 Curjr,g Agent Bidet No Solvent 25,000-35.QOO BvVolume 1 , By Waight 100 T 21 D~Mity 9.6 ;t;0.2 lb$/91f 12. t :t:0.2 lb.stgal Pat Life (4 Oi:.I 20 Mnrtes CLEAN UP Equipment may be cleaned with warm water and detergent or methylene chloride, MEK, toluene, etc. Clean equipment promptly at end of ru"- Cured adhesive can only be removed with great difficulty. PRODUCT INFORMATION APPUCAilON PROCEDURE 1. Bonding surfaces should be free of all contaminants: dirt, grease, wa'xes, etc. 2. Blend thoroughly equal volumss of part •A• and part •e. • 3. Apply DC·6336 to either substrate. An adhesive film thickness of 2-6 mils will normally provide satisfactory bonds. 4. Clamp parts together. OC-6336 will normally cure to handling strength in 4-6 hours @ 77•F. 5. Full cure i5 achieved in 1-3 days @ 77•F. CAUTION Cornains epoxy resin_ Avoid repeated or prolonged skin contact. If skin eoniact occurs, wash thoroughly with soap and water. Use in well-ventilated1area. Consult MSDS before using. 0393 "OVER 50 YE}.RS SEFfVING.A/,fE~tC.lN tNDIJ$TFi'f'" nrn ·r.nn1'11 E"C·d SE'E R~VEFISE SIDE FOA WARRANTY AND CAUTION STATEMENT '---- tn:tlT 1rc,1t1' '" vaz:so L6-EZ-+Jo MATE-RIAL SAFETY DATA SHEET DAUBERT CHEMICAL COMPANY 4700 SOUTH CENTRAL AVENUE CHICAGO. 11.UNOIS 60638 TELEPHONE: (708) 495~ 7350 FAX: (708) 496-1367 EMEAGENCY CONTACT: CHEMTREC (8001 424-9300 · Date of Review: August 17. 1994 · Oatt cf Preoaration: .March 1991 HMIS HAZARD RATING HHltft Fire Reactivity Personal Protection 2 , 0 B Revised: June 19, 1997 By: M. T. Hoaan Ill SECTION 1: PRODUCT IDENTIFICATION Product Name: Chemical Family: Material Usage: DAU8ON0 0C-6336A Modified Epoxy Resin 2;..Component Adhesive SECTION .2: HAZARDOUS INGREDIENTS : :: : Comoon,nt .• Epoxy Resin WtS >90 Recomroeoded Exposure; Limits (TWA> None Established CAS 125068-38:.6 Sl!CTION 3: HEALTH HAZARD INFORMATION Pcirnacv Routes gt Entry: Skin absorption. Ar;yt• Efttc=ts: Skin and eye irritation. Chrpriic; Eftecu; Prolonged or repeated skin contact may defat the skin and cause dermatitis; allergie ructions may arise in sensitive lnQividu~ls. Carci09g@gi~i.tlf None of the components of this crodu~t are listed 8S carcinogsn:s by NTP, IAAC. or OSHA 1910(Z). ec,-e~-,tjng Mecw:AI C9nd.ili~D$ Aaaravat@d by Exposure:; Dermatitis DAUBONO DC-.6336A [52891 nro·con~ 60"d 06/19/97 PAGE 1 Of 4 ;n: 'lT , r.:. t.:' , n ~sz:so LS-£2-+~o seCTION 4: FIRST AID PROClDURES ] Johilatig_n; Move victim to fre.sh air and caft emerge.l"lcy medical care. If net breathing, give artificial respiration; if bfaathing i• difficult, give oxygen. !:tu.:. In cue of contact with ·materiel. immediately flush eve:s with runnit1g water for at least 15 minutes. Seek immediate medtc.at anentlon. ~ Wash skin with .soap and water_ Remove and isolate cont.aminated c;J0thir19 and shoe$ at the lite. lngestjon; 00 NOT INDUCE VOMITING. Consult, pt,ysiQian. If vomiting occurs spontaneously. keep heed below hip~ to prevent aspiration of liquid into the lungs. ' SECTION 5; FlRE AND EXPLOSION HAZAAO DATA Flash Point: >300•f. (TCC) f,cpfosive Umits: LEL: Not Estsbll.shed UEL: Not Established EXTINGUISHING Mf PIA: Small Fires. Ory chernical, CO2• water spray, or alcohol-resistant foam. Large Fires: Water cpr1y, fog, or alco.hol-resistant foam. Move conteiner from fin:1 area if you can do it without risk. Apply cooling water to side~ of containers that are exposed ta flames until well after fire is out. Stay away from·ends of tanks. Far ma"ive fire in cergo are,. use urlmannea ho$e holcler · or monitor noZ2fe.s. ti this is impouible, withdraw from area and let fire burn. Withdraw immediately in case of rising sound from venting safety device or any discoloration of tank due to fire. ~~cjaf Firefighting ProtectionJEmerg,oey Aetjgg· Fire may product irritating or poi~onous gases. ·Positive oressure .self-contained breathing apparatus (SCBAJ and structural firefighters' protective clothing will provide limited protection~ Keeo unnecessary people away: isol.e.te ha:card area and de"Y entry. Stay upwind: ka11p out of low areas. Isolate for 1/2 mile in all direction~ if tank, rail car Ot tank trui;k is involved in fire. If tunoff from fire control occurs, notify the appropriate authorities. Unusual Fir:elEXOIO$iQQ Hazards· Oried latex residue may be ignited by extreme heat, sparks or flames. Vapor.s may travel to a source of ignition ancf flash back. Container may explode in heat of fitc. Proityct!lj of Corob,uspgn· Carbon monoxide, carbon. dioxide. eldehydes. SECTION 6: SPECIAL ~RECAUTIONS ANO SPILL/LEA~ PROCB>URES St=na to be Taken in R3e Material i:i Br:{r:a:;ed nr _$oi)lcst Shut off ignition sources; no flares, smoking or ff~mes in hazard are,, Stop leak if you can do it without risk. . Small Spills; Take up with sand or oth~r noncombu$tible ab~orbent material and place into containers fat later disposal. Lacge SpiUs: Oike far ahead of liquid spill for l:;1ter disposal. DAUBONO OC-6336A (52891 06/19/S7 PAGE ZOF 4 !9t"t'Of i~,,t~ ~n ~gz;so L6-EZ-+~O SECTION 7: SAFE HANDLING INFORMATION PrecaY'Ciom, Tg Be Liken Jo H1odlio,a/Jtcrag1; Sto;o ·in cool, well-ver,tilated area. Keep away ~om flamei. $parks ar hot surfac;es. Neve, use a torch to c:ut or weld on ar near container. Empty c:ontainer:, r::an contain explosh•e vapo,s. - Other Pr1r;;11mQDS' Never wear contaminated clothing. Launder or dty cletn bitfore wearing. Oisc•rd oil-soa!(ed shoes. Wash thoroughly with .soap and water <waterless hand cleaner may be helpful in removing n,5idues) after use and before smoldng or eating. Avoid exces.sive $kin contaet. [ SECTI~ 8: ~POSUR& CONTROU: 8,soicl!ory prgtectign· NIOSH-appro~d respirator for or.ganic vapor and mist to control exposure where ventilation i$ i"adtQuata. ~otilatioa; General and local exhaust. fersona(. Ptoflctive EQ.Mi.Ql'QMC Pro,ec:tive Gloves: Impervious gloves (Viton, etc.I Eye Protection: Safety glasses with sideshields or chemical goggles. Other Protective Ctothing or Eciuipn'lent: If splashing is anticipated, wear rubber apron and boots or other protective eQulpment to minimize contact. IL.-_______ ....... S;:,;E;::.;:C~T.;,;:10:..;,N;;..:9~:_R:..;.:EA:::..;.;:Cr.-T_IV_lTY_ . ......,;HA_'ZA;....R_D_D;;.::A.;.T_A _________ _. Stabifjty; Stable tncomoatibjljty; Strong acids, oxidiiing ag~nts. l:iazardous Degpmoosjtjon Pmduew Carbon monoxide. carbon dioxide, aldehydes. Hnar;dgus Pa{vrnuizasioo; Will not occur. i;ondjtioo~ tg AyQjd: Strong acid$, bases, oxidizers. all sources of ignition, elevated temperatures. SECTION 10: PHYSICAL AND CHEMICAL PROPERTIES Color: Appearance: Odor: Boiling Point !initial): Evaporation Rate (n•Butyl Acetate-1 J; Vapor Pressure {Torr@) 1ao•C): Vapor Oen.sitY (air= 1 J: Solubility in Water: Specific Gravity (water= 1): pH: Percent Volatile by Volume; OAUBONO OC-6336A (52.891 06/19/97 White Clear Liquid Slight Ethoxyfine >200•F. <;l >1 >1 Insoluble 1.16 Not Applicable Nil PAGE 3 Of 4 [ SECTION 11: DISPOSAL CONSIDEAA TIONS Wasm Pi:saminl Methods· .Dispose of in ec«;:erdance with state, local and fedtral r119ulations. Materials ma become I hantdaus waste throu h use. If ermined. incineration ma secnoN ·12-: REGULATOR\' INFORMATION Volatile Organic Content: (Calculated Values} voe per liter= VOC per liter minus exempt sol-.ents 8L water: £P,A Hazirdous Waste Number(st (40· CFR Part 261 ): EPA Hazard Category (40 CFR Part 370): SARA TITLE Ill: Nil Nil Not Applicable IMMEDIATE !ACUTE) This product contains the following TOXIC CHEMICALS subject to the Reporting Reciuirements of Sec. 313 of Title Ill of the Superfund Amendme!'ltS and Reauth0rization Act of 1986. and of 40 CFR Part 372: CAS Ne, Wt% NONE This product contains ths following EXTREME:L Y HAZAAOOVS SUBST ANCE(S) subiect to Emergency Planning Requirements under See. 301·303 {40 CFR Pa~s 300 and 3551 and Emergency Release Notification Requirements under Sac. 304: Cbrmic;d NONE CASNo Wt% BOt!PO Lbs This product contains the following (CERClA UST) HAZARDOUS SUBSTANCE(SI subject to Emergency Release Notification AeQuirements under Sec. 304 (40 CFR Part 302): Chemical CA$ Ng Wt% final BO Lbs NONE C'AUFORNIA PROPOSITION 65: This product may contain trace quantities of the following chemicals that are identified by the State of California undet the Safe Drinking Water and Taxicr fileinforc:ement Act of 1986 !"Proposition 65 "> as either .a can;:inoganic or reproductive hazard: Cbernicaf CAS No, AA1imaled Concentration % Epichlorohydrin 106898 T,ace I 0.00045%) ••••••••••••R···········4·~~-~--···································•••••• -Although the information contair,ed herein i.s b.elieved to be reliable, it i.$ furnished without warranty of any kind. This information is not intended to be all-'indusive as to the manner and eonditions of use, handling. and storage. DAUBONO OC-S336A [5289} nTn -onn~ Z"C .d 06/19/97 PAGE40F4 ~·n:QT '~ -~~ · ,n_ MATERIAL SAFETY DATA SHEET DAUBERT CHEMICAL COMPANY 4'100 SOUTH CENTRAL AVENUE CHICAGO, 11.:LINOIS 60638 TELEPHONE= '708) 496•73!50 . FAX: (708J 496-7367 EMERGENCY CONTACT: CHEM1'AEC (800) 42.4-9300 Date of Reviaw: August 17, 1994 Dat• of 'Praparation: March 1991 Product Ntmt: Chemical Family.: Materiai Us~ge; OAUBONO OC-63368 Modified Polyamide · 2.·Component Adhesive HMIS HAZARD RA TING Health 2 Fire 1 Reactivity 0 Personal Protection B Revised; August l 7, 1994 Sy: M. T. Hogan Ill = SECTION 2: HAZARDOUS INGREDIENTS == Ah.1minum Powder CAS 17429~90-5 Polyarnide Resin CAS # Trade Secret Ben1yl A.lcoh0I CAS 110051.6 Aminoethyl Piperatine CAS #i40318 Wt% 5-10 <10 Aes,om,nended Exposure limits (TW Al OSHA PeL: 1 5 pom (total dust) OSHA PEL: 5 ppm (respirable dust) ACGlH TLV: 10 mgtm1 t111nuisance dust) None Established Nona Established None Established 111This component poses a haiard only if a dust Is formed, i.e., by sawing, sanding. drilling. ete. ] ] L S~C'TION 3; HEAi. TH MAZARD :INFORMATION ] Primary Routes of Entry: Skin absorption. Acute Effectst Skin and eye irritation, possibly severe. Corrosive. May cause burns. Chronic Effects: Prolonged or repeated skin contact may def~t the skin and cause dermatitis; allergic reactions may arise in sensitive individuals. OAUBOND CC-63368 [52901 08/17/94 PAGE 1 OF 4 • ~ I ,1rcjp9ggoicit:x; None of the components of this produet are listed as cerc:inagens by NiP. IAAC orOSH.A 1910 (Z). . • pte;Existing Madicaf Conditions AggravfttCd by exposure~ Dermatitis SECTION 4: FIRST AID PROCEOUAes I !cb.Jlatioo: Move victim to fresh air •nd call emergency medical care. If not breathing, givv c,rtificial respiration: it br~athing is difficult, give oxygen. ~ In case of contact with material. immediately flush eyes with running wcrter fQr at ln3t 1 S minutes. Seek lmmadiate medical ettention. S_ktn: Wash skin with' $oep and w3ter. Remove and isolate contaminated clothing and shots at tha Stte. lngestjon; 00 NOT INDUCE VOMITING. Consult a pl'\ySician. If vomiting oc~urs spontaneously, keep head below hips to s,reven~ 8SS)iration of liquid into the lungs. SECTI_ON 5; FIAE AND EXPlOSION HAZARD DATA Flash Point: > 200°F. tPMC,CJ .~xplosive l,.imits: LEL~ Not Determined lJE_L.: Not Determined .EXTINGUISHING M!OIA: Small Fires: Dry chemical. C01• water spray, or alcohol-resistant foam. Large Fires: Water spray, fog, or alcohol-resistant foam. Move container from fire area if you can do it without risk. Apply cooling water to sides of containers that are exposed to flame$ until well after fire is ovt. Stay iway from ends of tank.$. For maSSive fire in cargo area. use unmanned hose holder or monitor nQn\e,s. If this is impossible, withdraw from area and let fire burn. Withdraw immediately in case of rising sound from venting safety device or any discoloration of tank due to fire. soeeial Firefighting Protei.tion/Emergenev Action: Fire may produce irritating er poisonous geses. Positive i,ressure se!f-conta1ned breathing apparatus tSCBAl and structural firafighters' protective clothing will provide limited protection. Keep 1,1nr,ecessarv people away; i$olate hazard arH ar,d deny entry. Stay upwind; lcaep out of tow areas. Isolate for 1/2 mile in all directions if tank, rail car or iai,k truck Is involved in fire. If runoff from fire control occurs, notify the appropriate authorities. Unusual Fire/Explosion Hazergs; May bs ignited by extreme heat. sparks or flemes. Vapors may travel to a source of ignition and flash beck. Container may explode in heat of fire. Ptoducs1 of Cgmby§tion: C.arbon monoxide, carbon dioxide, miscallaneous hydroc~rbons. ,-\·. SECTION 6: SP!CtAL PRECAUTIQNS ANO SPILULEAK PROCEDURES sties to be Taken in ea,te Material is Rele;,sed gr Scilled: Shut off ignition sources: no flares. smo~ing or flames in haz:.rd area. Stoo lealc. if you ean do it without risk. Sma,11 Spills,: Take up with $8nd or other noncombustible absorbent material and place into containers for later disposal. Large Spills: Dike far ahead of liquid spill for later disposal. OAUBONO OC-63368 [52901 08117194 PAGE 2 OF 4 S-f\: ')T '~, ~:"" I(\ ~sz:so L6-£Z-+Jo L: SECTION ,~ SAR HANDllNG ~RMATION :: ececaunoos Io St T1kfo tn !.:i1ndlina§lor.eqe; Store in cool, well-ventilated area. Keep away from flames, sparks or hot ~aces. Never use o torch to an or weld on or near container. Empty ~ontaine,s cen COl'ltain oplo~ive vac,ors. Qthec Precaytigns; Neve, weer co"taminate~ clothing. Launder or dry clean before wea,ing. Discard oil-soaketd shoes. Wash thoroughly With soap and water tw~terles3 har,d cle.ner m;,v be helpful in removing tesidu•sl after use snd before smoking .or e4ting, Avoid excessive skin cont•ct. r SECTION 8: EXPOSU~ CONTROLS :: : Respiratory Protection; NIOSH~approved respirator for or~i!nic vapor and mi$t to control exposure where ventilation is inadequate. Ventilation! General and local exhaust . . fir~onal Pr:9t9ctive Eguigmen3! Protective Glaves: lmpenrious gloves tViton, ete.> Eye Protection: s·afetv glasses with iiduhields or chemical goggles. Other Protective Clothing or EQviprnent: If splashing is anticipated, weer rubber apron and boots or other protective equipment to' minimiie contact. [ SECTION 9: REACTIVITY tiAZARD DATA l Stability: Stable l~ompatibjlity: Strong acids, bases. oxidizers. H,uardqus Qeepmggsition Produ,cu: Carbon-monoxide. carbon dioxide. miscellaneous hydrocarbons. M~urdous Polymgrizmon: Will not occur. ,Conditions to avoid,~. Strong acids, bases. oxidizers, all sources of ignition. SECTION 10~ PHYSICAL ANO CHEMICAL PROPERTIES Color: Appearance: Odor: B9iling Point (initial): Evaporation Rate tn·8vtyl Acotate = 1 It VijgOr Pres.sure: Vapor Density (air• U: Solubil~v in Water; Specific Gravity twater=1l: pH; Percent Volatile by Volume: OAUSONO DC~3368 l52901 -~.ann_rilt 9t"d ---·--_.,.__. 08/17/94 Black Liquid Arriine Odor_ Not Determined (>200°F.l <:1 Not Determined Not Oetermined Appreciable 1 .46 :i: 0.02 Not Applicable <1 PAGE30F4 ..... -----·-· '~"' ~.,.,. (in•.C. ~n • "\T • C t!_. , r- vsz: so LS-EZ-+~o [ SECTION 11: DISPOSAi. C0NSIDEAAl10NS waste Dl$QQHI Methods= Dispo.se of in accordance with State. Local and Fedaral regulations. Materials may become e hu;;i:ardou.s wam through U$e. If permitted, incine,atiot'I may be prac:ticed. _SECTION 12: Reoul£oRv 1.!!FORMATtON Volatile Organic Content: (Calculated V~luesl (Mixed oar Rule 1168> VOC per liter; Nil@ 778 F.f50 g,1, <.4 lb$/gaf.@ 110°CJ voe _per liter minus ex,mpt solvents & water: Nil @'I 77°F.{50 g/1, <.4 lbstgal,@ 110°c, VOC Vapor PteHure: 0.1 mmHg i) 30°C EPA Hanrdous wa,te. Numbei:(sl (40 CFR· Part 261 ): EPA Haurd Category (40 CFR Part 370); SARA TITLE Ill: 0002 IMMEDIATE <ACure, This product contiJin$ the following TOXIC CHEMICALS subject to the Reporting AeQuirements ot Sec. 313 of Title Ill of the Superfund Amendments and Reauthorization Act of 19S6. jnd of 40 CFR Part 372: ChJmi·c11 CAS No. Wt% Aluminum Powder 7429·90·5 45.55 Thi.s product contain.s the following EXTREMELY HAZARDOUS SLJBSTANCe(S) subject to Emergency Planning Reauirements under See. 301·303 (40 CFR Parts 300 and 355> and Emergency Release Notification Requirements under Se~. 304: Chemical CAS No. Wt% ROITPOJ..bs NONE This product contains the following {CERCLA LISTI HAZAAOOUS SUBSTANCE(S) subject to ~mergencv Release Notrfieat:ion Requirements under Sec. 304 t40 CFR Part 302): Ch@mical CAii, N,Q. Wt% Final RQ lbs NONE CALIFORNIA PROPOSITION 65~ This product may contain trace quanti~es of the following chemicals that ara identified by the State of California under the Sife· Drinking Water and Toxic Aeinforcement Act 0f I 986 t·Proposition 65"') as either e carcinogenic or reproductive haiard: &h.Jmical • CAS No. Estimat@d Concentration% NONE ~········································································ Although the information contained her.ain is belie"ed to be reliable. it is furnished without warranty of anv kind. This information i.s not irite.nded to be all-inclusive as to the man11er and conditions of use, handling, al'\d storage. DAUBONO DC-63368 (5.2901 08/17/94 PAGE: 4 OF 4 '"lr, a~~ on, .. D .. ~n-~T ·¢ c~ ,n ~6Z;60 L6-£Z-+~O .,., ----·--····· -\ 0 w t c::c z 1 1 T i I !-! I i i l. l I ! l f f t ! . "