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Home My WebLink About1960 KELLOGG AVE; ; CB022962; Permit., ~ City of Carlsbad 1635 F:iiraday Av Carlsbad, CA 92008 Comrinercial/lndustrial Permit Permit No: CB022962 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 1960 KELLOGG AV GBAD ti Sub Type: INDUST 0 NEW· Parcel No: Valuation: Occupancy Group: 212:0930100 $583, 170.00 Lot#: Status: Construction Type: Applied: Reference #: Entered By: Project Title: FLOOREXPO 19,439 SF MEZZANINE Plan Approved: Applicant: S G F LTD PARTNERSHIP 4521 PERHAM RD CORONA DEL MAR CA 92625 Building Permit Add'I Building Permit F,ee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee Bto #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Pee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Total Fees: $24,522.93 $1,997.80 $0;00 $1,298.57 $0.00 $0.00 $122.47 $0;00- $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00. $0.00' $0.00 .$0.00 Issued: Inspect Area: Plan Check#: Owner: S G F LTD PARTNERSHIP 4521 PERHAM RD CORONA DEL MAR CA 92625 Meter Size Add'I Reel. Water Con. Fee Meter i=~~ SDCWAFee CFO Payoff Fee PFF, PFF (CFO Fund) License Tax License Tax (CFO Fund) Traffic lmpc,1ct Fee Traffic Impact (CFO Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTA(. Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees .. TOTAL PERMIT FEES Total Payments To Date: $1,298.57 Balance Due: ISSUED 09/30/2002 SB 07/30/2003 08/11/2003 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10,613.69 $0.00 $2,425.00 $0.00 $42.00 $10.00 $0.00 $0.00 $8,013.40 $0.00 $0.00 $24,522.93 $23,224.36 1702 08/11/03 C~02 Ol CC--PFC Inspector: ~. FINAL APPROVAL Date: -,4-~~ur';..,'....__ Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" qf fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Govemme·nt Code Section 66020(a), ~nd file the protest and any other required information with the_ City Manager for processing in accordance with Cartsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protestthe specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity .changes, not planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any . ' . ' Tl i ' • ' f i i i ' 02 23224=36 r ~3d-9 //l PERMIT APPLlcAhoN FOR OFFICE USE ONLY CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 PLAN CHECK NO. (L.l? d-Z--2 o/ ~2 EST. VAL. -~_8_--3~-=l ,....,?_G=--_ Plan Ck. Deposit / Z. f S · S 7 ..e--- Validated By,.......aa,5"--'8 _______ _ Date_._9;.,....1/~3....,di,_o-2==------- , , ~ , Address (include Bldg/Suite #) (p Legal Descripticiri 21 ·1..-0 q<;---" i Assessor's Parcel # # of Bathrooms t~~=f!$ea~~i~~:~p;;n~·=:~~·:::I~;-~-~~·-:t;j.£m;Ji::-~~:::~:;:w~x~:~~; Name -Address ~f' --~--City State/Zip · Telephone# Fax# " ·---n~-------7""'rr.~------····--~·-··'J6~ ---~-~--~~o.o, 2"'7--N!k-a.,., · · -... ~. t?.~.:_~_:,;IN~9e;~~tita~tot~: ,',u~Oi"fl~f .. r~@!}~f~!::~~),.et ~~".;.,;:/ ~--~-.;,.~·,; :;:· ,:::_;,J;[~:~~~~af .:>:Z.:~tS1= Name Address City State/Zip Telephone # ~:· c:z~:,::·' · · L c~~?: ·· ,c;-Z:4· ~,~~-~t~ Ao);_·~-· · ·J;:t:t'iio~·:·:~7. =dt\ ·_:·; '·;;:;:r 1~6~;q;;;,2;~z1 Name Address City State/Zip Telephone# £~~~Q,°&fllJ:13'AQTQ!L· QQ.M.e.Afi'l'.l\lAl'dE ~. .. ...... : ..... , .... ~-:;;.--,· .. . .. ~ ·-·""' -. --·"-"n . (Sec. 7031.5 Business.and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the ·Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). 'TEu.J epµg..~~01ot0 &s3:1 &~WNicl-1 QA.-•.. ~v1tt..o cA-92..J'Z.'l., Name Address c~·t .l tate/Zip !Telephone ~';8', S ,s State License# n I 8 3 r-i License Class b-1 . ity Business License # p .. t {o L 7 0 h -SC>-~ {3/1..ticfr tu S,:;z:e-1cl G M6~. . . . Designer Name Address City State/Zip Telephone Kt~;:~~~i~~~:!~'~!:!:,::l .. h.erei~-:~~~ ~n=~,-P~-~~itv'ot p~~j~;-~~~~f-~~·f;ii~~ifg\~~;;fti:~;i ....... ,: '·-· • · ,,.' ., .. " · ·•• ( v~ I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this-permit is issued. D I have arid will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: · Jnsurance Company ~ Cow\j>6.s4'.r1Al4 lf:1:S_ Pt>t-.>W, Policy No. !'.3>0 \ '3. C:, \p ' Expiration Date C,-ol-'2.004 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation 'Laws of California. WARNING: Failure to secure workers' compensa ion coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($ ·n addi · e st of compensation, damages as provided for in Section 3706 of the La · SIGNATURE . · · DATE c1_ -""'r--ll"""'-__,,,,'----{ ~ j;: 01N ~ ! B ~ ~ !JJ Jl ~ B Ji j Ji~ i! ~ J. ~ -.::: ·:·.~:: "' ~-: /,,'.( .'",, · ... -:,__·_·: '.;: :~::.~:..:::'..' .. ~ .. ::_·: · . .-~"-.' ,_,.,. :," - I hereby affirm _that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale ·(Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden-of proving that he did not build or improve for. the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License ~aw does not appiy to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed .pursuant to the Contractor's L,icense Law). D I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted_whh the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have 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): ________________________________________________________ _ 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 Subst!!nce Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit .from the air pollution control district or air quality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site 7 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE.ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ~COfiSTRtlCTIONffiPINGAG'ENCY: __ ..• · __ ·.· I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit iss by the building fficial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such-permit is t co menced within 80 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work i co. need raper' d of 180 days (Section 106.4.4 Uniform Building Code). / / APPLICANT'S SIGNATU E _j_~~(J..u~~~2~:::::~~---------DATE 9tlo/(!Yl..., I I YELLOW: Applicant PINK: Finance tn·spection List Permit#: CB02~962 Type: Tl INDUST FLOOREXPO 19,439 SF MEZZANINE Date .. Inspection Item Inspector Act Comments 08/04/2004 11 Ftg/Foundation/Piers TP AP MEZ. MTL. PAN DECK, P.G. @ CLMNS 08/04/2004 12 Steef/Bond Beam TP AP 08/03/2004 11 Ftg/Foundation/Piers l:P co 08/03/2004 12 Steel/Bond Beam TP co 07/27/2004 17 Interior Lath/Drywall TP AP DMZ WALL 07/01/2004 14 Frame/Steel/Bolting/Weldin TP AP DMZ WALL 07/01/2004 17 Interior Lath/Drywal)· TP AP 1 SIDE DMZ WALL 06/23/2004 11 Ftg/Foundation/Piers TP co NEED UPDATED SI REP. FORM, SCOPE OF WORK 06/23/2004 12 Steel/Bond Beam TP co 06/21/2004 11 Ftg/Foundation/Piers TP NR 06/21/2004 12 Steel/Bond Beam TP NR 06/18/2004 11 Fig/Foundation/Piers TP co 06/18/2004 12 Steel/Bond Beam TP co 06/15/2004 11 'Ftg/Founda:tion/Piers TP co SEE CARD 06/15/2004 11 Ftg/Foundation/Piers TP co SEE CARD 06/15/2004 12 Steel/Bond Beam TP co 06/15/2004 12 Steel/Bond Beam TP co Thursday, January 20, 2005 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 08/03/2004 Permit# CB022962 Title: FLOOREXPO 19,439 SF MEZZANINE Description: Type: Tl Job Address: Suite: Location: Sub Type: INDUST 1960 KELLOGG AV Lot 0 APPLICANT S G F L TO PARTNERSHIP Owner: JORKEN ~LC Remarks: Total Time: Act Comment Inspector Assignment: TP Phone: 8583532383 .Inspector: ..£2.__ Requested By: JIM Entered-By: ROBIN. CD Description 11 Ftg/Foundation/Piers ~&?~-M7L-~AN~K-; . .P.~.ecc:.mlv:f I -. 12 Steel/Bond Beam -+-. . Associated PCRs/OVs CV040164 UNFOUND Z-UNLA WFUL BIZ INP-M ZONE; PCR04044 ISSUED FLOOR EXPO; REDUCE SIZE OF MEZZANINE Inspection History Date Description 07/27/2004 17 Interior Lath/Drywall 07/01/2004 14 Frame/Steel/Bolting/Welding 07/01/2004 17 Interior Lath/Drywall 06/23/2004 11 Ftg/Foundation/Piers 06/23/2004 12 Steel/Bond Beam 06/21/2004 11 Ftg/Foundation/Piers 06/21/2004 12 Steel/Bond Beam 06/18/2004 11 Ftg/Foundation/Piers 06/18/2004 12 Steel/Bond Beam 06/15/2004 11 Ftg/Foundation/Piers 06/15/2004 11 Ftg/Foundation/Piers 06/15/2004 12 Steel/Bond Beam 06/15/2004 12 Steel/Bond Beam Act AP AP AP co co NR NR co co co co co co lnsp TP TP :rP TP TP TP TP TP TP TP TP - TP TP Comments DMZ WALL 1 SIDE DMZ WALL NEED UPDATED SI REP. FORM, SCOPE OF WORK SEE CARD GERAD C. GRIFFITH REGISTERED ·SPECIAL INSPECfOR 3962 ECOCHEE AVENUE SAN QIEGO, CA 92111 Phone (858) 274"'379 Co~ring work perfprmed which requires approval by the $!)$Cial inspector of: PROJECT: Florexpci SPECIAL INSPECTOR'S REPORT • I _SHOP WELDING ADDRESS: 1900 Kellogg Avenue, Carlsbad, CA PERMIT NUMBER: CB02,2962 PLAN F=ILE NUMBER: N/A Material Type, Grade, Source: A500, A108, A706 & A36 Steel; E71T .. 11 Electrode. INSPECTION DATE REPORT FILE: R04F16 REPORT DATE: 06/29/04 06/04/04 Performed Shop Welding Inspection@ Corky's Welding, 8115 Wing Avenue, El Cajon. 06/11/04 06/24/04 06/28/04 Individual components inspected for compliance with shop and approved drawings include: Ledger angles designated 7 A ijnd 15A. Performed Shop Welding Inspection @ Corky's Welding, 8115 Wing Avenue, El Cajon. Individual components inspected for yampliance with shop and apprqved drawings include: 5 panel embeds per 23SD2. 1 angle embed per 24SD2 . .., 1 channel embed per2SD3. 11 plates embeds per 4SO3. 2 plate embeds per 4A/SD3. 2 plate embeds per 5SD3. Ledger angles 1 A-38A. Performed Shop Welding lnspei;:tion@ Corky's Welding, 8115 Wing Avenue, El Cajon. Individual components inspe<;ted for compliance with shop and approve(! drawings include: Tube steel cQlumns designated 41A-3 units, 42A-2units,43A, 45A-2 units, 46A-2 units, 47 A, 53Aand 55A. Wide flange beams designated 83A, 86A and 1 00A. Performed Shop Welding Inspection@ Corky's Welding, 8115 Wing Avenue, El Cajon. Individual components inspected for compliance with shop and approved drawings include: Wide flange beams designated 61A, 62A, 73A, 7 4A, 76A and 77 A * * * Work inspected conforms With approved plans and specifications * * * Inspection pe Qrmed by: Gerad C. Griffith cc: City of Carlsbad Corky's Welding File 279 Certification·# l iiJ Infonnation ~ • eTo Build On Engineering • Consulting .• Testing FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING December 8, 2004 Building Official City of Carlsbad Building Inspection Dept 1635 Faraday Avenue Carlsbad, California 92008 ""' PSI Project # 059-40084 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PERMIT NO.:CB 022962 PROJECT ADDRESS: FlorExpo, 1960 Kellogg Avenue, Carlsbad, California. I declare under penalty of perjury that, to the best of my knowledge, all the work requiring special inspection, material sampling and testing under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documentsth and the applicable workmanship provisions of the California Building Code. Executed on this 8 day of December , 2004. Collllllents: PSI's Scope of Services included the following: Concrete, Field Welding, High Strength Bolting, and Epoxy Anchor Bolts, All-Thread Rod and Dowels. Reinforced concrete with design strengths in excess of 2500 psi were sampled and compressive strengths confirmed. Reinforcing steel. used there-in was inspected by a Registered Special Inspector for correct sized grade, spacing, laps, clean-ups and clearance. Field welding of structural steel and metal deck have been periodically or continuously inspected (as specified by approved plans and CBC) by~ Registered Special Inspector. Field welding was inspected for joint preparation, fit-ups and welders' technique. Completed welds were inspected for size, length, location and quality. Installation of high-strength bolts was observed for proper hole dimensions and bearing surfaces in accordance with approved drawings. Verified tension strength by snap-off method. Placement of epoxy all-thread rods, anchor lx>lts and reinforcing steel dowels was observed for proper depth of embedment, cfoanliness of drilled holes, proper mixing per manufacturers specifications, and installation in accordance with the applicable ICBO Evaluation Report. Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 ·-·r. ·,. ,. If you should have any questions after reviewing this report, please do not hesitate to contact our office. TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: Professional Service Industries, Inc. 6867 Nancy Ridge Drive, Suite E San Diego, California 92121 Ronald S. Halbert, RCE State of California Registration Number: RCE 042204 cc: (1) St1bmitted (3) TFW Construction Expiration Date:· 03/31/2006 Fax:8584551170 Jan 10 2005 11 :05 P.01 . £!s1-mit• T n1't-sm..U~t$ 1-/0,05 -n~w:: TI~: ?k~t.tf?l· F1RM ·c~4 ~~ & Yt.fsbei>· ' 4 ' .Ci!Y tU,M!.'_~_,.-___ o..;...~ ..... _·..;,tk:~-·~-=-~-~~-=--------------,-- :Rok<J.,,1 :::Rw-·r- . .-.. e~~eryfa 1 fl'l<t CO<;urrrcr,h ·1;;·~·Qrl'l·p~!\Ji'"'1J thn ·r;t,:nin\!f>: ·lf;ill·~ffliHiQ/1 ff'.'~'f ,;Qll)JH1 e1:1~'f,d--:nf11l i;l,1/,\! lnl,:.tffl.ll,at; .J:,J .lll!:IUl•l/ .. ~11, i:11odwC\ .. hi,:h h h:,J~lll' ~(i11.i~1t4 TM l1'1101l'M1tn11i1·H•-1"1'4t:.i!·l:11'ly;/ctl ,i.,'l.1!, 4.ll.J: .of l!\<l tc<:ipier1t l'IAffl<!d ~!:.!:l'iC. U yi,y ]'t.J·,q 1~1:1:JyJ:IJ 1f'titd.1.1: in-.ru-ot, ·p1U~¾-r'41df-lJ~ • .)!IQ ~'JtJ At,: h~rcb;, t'u)lrl,c-d lr...il ~"'I tM.:lo~,..,~, Cc.~;r'il'\12. c!1~if,~i,f1~11 l!l<-ll1c l.1liJ~·~I ~tii:.11,11.11~i:Hs:~ j11/01m..1\!.0n h .\llitll'I p1oi'\i\l1l~d . Ef\lllrenmc~t.;tl Ci.m.~1,1ltlng • Citolo<.hnii;o! EnglM~ring .C9M,tructh;,n M,H<:fillls 'ft:ltin; & E~_slnooring • lnduitti=1l1y9icM -Sllrviee~ faeili\ic-s En9iM<:tin9 & con$u1ting www:p~iuu.1:om l1ifcrmarftm .TD B11ll1/ On I "! PSl ·ROLAND F. R-OOT:J JR. 'Specia1 ~flspact.or euucation Fax:8584551170 1'adie1ori of Si.i'11~. Crimmal Justice A9ministration. _ S~J?ieao~_Un.iv~1974 Asscciate of Arts, General Sd,ueation1 Gffl1mont Community Colle_glJ., 1971 CertfflcatlQn$ Jan lO 2005 11 :05 P.02 Resume . . ' . . . . . . . . ~ . .. . . . . . , ·San Ditgo City-C-ert.tf'itd In«pector # ·300 Ameriean ~ ~ 0:inMM Field TengT~hnician I Nuclear-Gauge·Opfflltor . .& &m,ty Training {CPN &:PSJ) lCBO.R.emfbrced Canmte l•Ptlrit.nct Mr, Root has over20 years experienoo in the oon,rt.r:µet:ion industry wo~ with _,general contractors and $l1.pt0ntractort. He brin,p men1ive ~eri~c, as joumeyrµan carpenter speciali~in.8 in concrete-, structural stee~ masonry and r'*'ar. He wm b, te$l)Qnslb1e for·concr«e sampling and testing per ACl st.andards on alt type, and phases c,,f oon~ctiott Project-!xperienct ( • Paci&~ C~, San Diego, Califcmia ,. Marina Place, San l)i~, California • Berthing War( North Itland, San Diego, California • Ne~$l Site&, Various Locations, San Di.e.ao .. CJlifomj~ !I 1\.esiq~cesJ Various Location,,,_ SanJ)i~go,. Gali.fom,ia • l.iegoland ot California, Carlsbad,· California • Medical Office Building, San Diego, California • Knott's Soak City, Chula Vilta1 Califomia " CCDC ~ -Stru~, San Diegof Calif'omia • Oateway -Center West, SRD Ditgo, (;1Hfi,mfa • _ Ccstco Wholesalo, VariOU$ Sit~, San :Diego, C-alifotnia , ., Air~raft Apron Expanswn; MCB camp P«idleton, Oeeanaido, California -• Doubleff:magar Addition; MCB C3mp PLmdJeton, O~de.,, Califomill ,. GoatC.y~ Chula Vista. C.alifomia • .Med.i~l llulldlng; MCAS Miramar, $an Diego~ California • Nutra .SWfit.Keleo; Sm Diego1 California • Oily Wm; 32nd ·str~et Naval Station, San Dieeot Calif'omia • Quaywall; NAS North Isltmd, San Diego, Calif.omia . • Santa Marprita. Rivet & Ddu:t CreeK Cro!lling; MCB Carop PMdleton, California • SDSU Soier1ce Bui~ -San-Dieao, Ct1Utbmia • Smuggler's Gulch; Chula Vista, California • Utility-Systems Upgrade; NAS Mimnarj San Diego, ~mia .... , , . . ,, PS1 " . ,, • f!"" -., ~ Fax:8584551170 . ·( . .,,:~ .. ~ ·,: .. ~ f ,· ... . '. :;. ::·<>~ 4' ........ ~ ~ ', ...... ,' " ........... , • ,-:. . t.. 'I ' 1 .... :,. P.03 •u '•, .. ., .., "c,. .. PS1 Fax:8584551170 Jan 10 2005 11:06 P.04 . .._, THE CITY OF SAN DIE lJt.A'NflltNGAHO.CEVMPM!NT!EWW · INSPECTION SSRV!(;U PMSION Tel, (fi81492-5070 P&~(l,a)-49'1-5098 '$J'!CiM.~1DQlU'J 'N~troland F ;Rpgt. Jr te,~,~ ~~-~--.,--,:-~:=, S19n1ti.1~\),,::::~~..!::::::::...!~-\-....3;:::m--.1~ 'l!,tpbdait,i-lhttti'r»tt.J1;a.ot11 Jtl!UVll!ffSIOl!l'Q!l~Ol'Yt'tllll'-IITKOlll:DIPOII t3Stf\1'1ilr.tl Masonry 0 Struaural Steel and W!ldln; OS'Pfl)'-i'f)pl~ i:l~roo'fing o·,11e1'r~ ~~~ tf Ptfflressed ConQ'ete g, ______ _ Th\1 eettlfles that me &pee~ I~ i5ti!thlltletl tit ~S!lftlal ln- spl!Cdtm'Wlthin-tM-(lty-of San-Olego-fot tlll!~t}-0,WOf'k~-lll'I- ~r ti,e,provl~oiot;MP~•r llt Jlf tin! .sa11 Dleg11 Munldpal Olde. ~,4?~ Ol!E'~NB 01'1.lCIAl 05-lQiJRt!V;t,nJ ffib/~/b,nlfffton IJ CMll/lllllt/11 ollftfNllll'tlVffl7l!li 111'9" r•qllffl, POOR QUALITY ORIGINAL (S PSI Fax:8584551170 Dec :2'004 P.02 ' ~9~~3Y-20~4 T1W J.J: U F'AX al9J38024$ ",: .. · >: •' '•} . . ,, ,' . l " ' ', .: . : ~ ::,•1,,; ,,• I '.,•' •,, • '1• PCL. ~!1' 'l'EfU~.ACE ~0,01,, •\•. • ~ ' • .~ • I, •: ; ,, ' ' •, I ,. ., .... -· ' ' ..... =tobP.1' I. l'Jh:.:binsar I . 'n· :,~,ua;ad Ct)r11::rete Spec:\:,al !11&p1ctor "'lie 1flcl1\/ICI ,111 ! 'll'fl~t'l 'iifr'ecn fS CEIITIF!i:CI 5'10vJI!. h:,v '1G -~en to r:,;:rtif-:,~ l'\lrs •;,r,c,m.,,m: eom~1eti~n -:if 1c nrescnbed wri, !:Xii ir&~•C.l'1 I lt•' No. i.00&0~ ::-,, N ··7;.- Qmpa1t•n k/1Qv.1tlf/fi gfcodc1 ,n,r <1,1mmc!1. ,:...,:./',••,'•••"!'._I,,_,.._._,:,.,.,, •, • ,••,• .... _.,.. •'w'•~-~ •"W•••1••,"'• 't , ... I' • .,.,, .. -•.-1,,•••••.....,...•r,,-,.!•• ..... ,. ,., • , . . Robert I.. Mot~ingt·t Sm.1ctural Steel & Weldin9 Sp,~l;ii Inspector TM ,r.d,111du-i1 n.1med l'ltreon is C&RTIFJe !no•Nn. riav1no teen so certified curs comptet1on or tl"le i,r E,~e rmon cote: i NO SO0349S•IIS RQtic:rt I. Mc:>Ui111Q_~r . J\e1r1f0r,111d Con;rote s pai:ial 1r,,pec:or '--. Ile ,11t11111a1,JDI 11~rT1ei:; riereor'\ ,; cu11fi1~ ;11uwn. n~v1n; O\!~n ;o ,,~1f1er;1 ;:,ur COt'll)l,5'tlQl'I Of tM l)fiUcr,t:ied wri ~~u11:it1Qr, doc=; July tH.i' ,oo54S!i•4S . II 11~,'l.l,N.1.,. . . -·-------------------- . ~~-imeriiianWefiiinuiocieii" ~~ C1mlJi1:1 Tl,o.t · . WELOINO INSPECTOR Robert I:. Motsinger · --·~·--.M .-----·.,.,--'-~--- MtERICAN CoNC~Ert lNb'TI'l'UTE · 'Il'JJ is to ~itify l.h.il Robert MotsiDaer · ID# OllZSO Im dcmonw-11~ ICJ\owll;llgc.;1nd ilbifay b~ ~uccessM!y complelin; the ACl c:1r1ificu1!on rsquirements · and i• herol>y reco,11rJ.z!l4 as .n A.Cl CONCRET't!: nEi,.O 'ft:S1'JNG , T1'CHNlClA:" -(,R.Al>E 1 t ExalTlin~r: F.n Bcve D1t11: 04t.rui~OO-' Expic~: 04/20/2009 ~ "llli Valid wd hi::irs ACI Hulogr!ltll her~ ..... ~ ___ ..;.. ____ ,....,..__..;.._~-_____ ...i-. -.. li'O'd 6s:sr sooi 17 uEf ,,,,,..,..,.. I""•" .._-.,,.,,,,.0,-,,.,,.._.,,.._..._.,.... .. ..,.__, .• ._, __ ,._,~,., Robert I.. Motsin51$r Prcstr~Hed 00r11:rt:te Spec:ial lri&pector Tt'le inC1iV11:l\.131 n~mea rereon is CliRT!FliC si",dwn, nav1:,g been so certified i:,ufs · com01et,on of tile pre,cr1bt::I writ> , 5:,cpiraMn·d;i,e~. -~~~:i.::..-zJ,,~~--· No. sooua~-t2 N ert,f;e9~er·· ·01rtpotlF1t kn11\.,.JL,d~·1• ol ,:m;',n :mi -.r,,11r:JJ1t.b. ...... --~-~~·--··--,-------~----·--· -... -•••• '<f __ • .,.., ....... ~ ...... ~ ~ Rc;-t:urt l... h1ol,;,1r~~a-t II 1i1.1.-~,~.u.. Str1.1cturtil M~sQray Spec l11$p-Uniform Code~ TM .1nd1v1r:J1.JJJ nJmed 11ureon 1s ce1n1F1~0 111 ti c:icegory Sl'lowri, n~v1r1\j t:.een so ,:ert1f11iO p1.1rsw~nt • succustul completrM Of tmi pre~er1t1aa wrrtte 1,11r,;,ments. !;,;l)ir:1t1on d11ce: July :zo '" NQ. 50054'.85• ...__., .... ~ ............. ol'oi ·-......... .,. •• , .... ··---~...-.---------·-····· ...... _ .. ~ Robert L Motslnglalr s1m1y-Applied Fire:i:oofing Spl.lciaJ Inspector rr,e indi111du~1 :1amecr ner~on ,s ce1rnr1e snown,,nav,n\'.l t)een so certified purs (.M'lOlimr1n of the prescn1,eci Wtlt' Exr:iiratron oat2: July 20, 200? No 500Sll85•U . 1ess sronec ov c~rt1flc~c@ noio@r ICC ,:t1r:it'lc:Jtio,1 mws1,j,,, ,01pt•~1·1ir .,,..,hvlt1clpc1 nt cor/ttl Jncl ~urd,"1tl./.~ State Of CAI forniG ('). ~-CONTRACTORS STATE L.fCENSE SOAJ:10 -·. . C"'#1l,.,.:;:..,,• ACTIVE LICENSt; ' • ~\,:.~~... 1• t ...... ,~ .... 607648 ,~,, INDlV ............. , AOBEf:lT L5E MOTSINGER ....... ,,.,,~ C20 A HAZ ......... !". 12/:31/2005 OlHSS178S8:X'E'.:J ISd l ;/ Infof1!U!tion I:!. • .To Build On Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT . --- CLIENT ...J 012.. ke .JJ .Lee 0AT1:6~1s-... o C/ Architect /;-09~~ S I j t:f -:;['/?,'~ cs· T L Engineerf?Z/-1 &JG//IJ6't/J¥ fee Contractor7/-'0 CdJ&u<::& O ~ fo C.. INSPECTION MAT'L SAMPLING QTY _OSHPD -. _Concrete Cylinders REPORT No.ClS9, YOO.Bf/ l3uHding Permit No.C/1o2 ~ 2C)62,; 7 Plan File No, ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Other ___________________ _ MATERIAL DESCRIPTION ~PECTION CHECKLIST ...,..!..../4nt.: Rebar _ Plan & Specs _OSA _. Cement . _ Rini.: W.W.F. --~learances _Specialty ._Mortar Samples --_ Rini.: Tendons _1_ Positions _Mechanical _ Grout Samples --_ Cone.: Mix #/psi ~es _ Electrical' _. _ Masonry Prisms ---. Cone.: Mix #/psi _, Laps _Roofing _ Masonry Block --_._ Cone.: Mix #/psi _ Future Continuity #/psi _Concrete _ Fireproofing --_. Grout: Mix #/psi _ Consolidation _Masonry _ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching _ Struct Steel _. Asphalt Concrete --_ Units: Block _ Electrode Storage _ Prestress Cone _Roofing --_ Units: Brick _ Torque Applied _ Pile Driving _. Reinf. Steel _.Steel _-fireproofing _Steel ---.-H.S. Bolts. _Waterproofing _H.S.Bolts _ Metal· Decking _ Non-Destructive _Tendon (PT Strands) --_ -Electrodes _. Soils Technician -. Other _ Fireproofing _Batch Plant _ Other --_Other ,,, ~ Corrective action required __ _Bolt Pull-Out _Other --_ Corrections completed REMARKS ~ I , ---• L4-e1C/1· d&:d )•,,.,/S-,oec/,1 etc--. £o.1t....,, @-fc: )~ MA.Cl ;_c 6..-o....-t.-..r E)(Cr//ldV d~ m-66'/w6 O(V 1/<::f-' Lr<L ~ c~/1./CI .,,cct';.J ;:-~(_,1/~e , L / b£1.A--.., ,A'Lc., !.,._/~__,/,.;_,, ~Ntf 2b /l,/,?kS' ""-(-' c:/4-µ ,I~<,_..{" ~ $:-/ s-·2..- ..;, < D-1 6,N A~-dV./."ef /4L4;..i..f'.. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME fZa IA~d ~ /3::,(J-r:r;,_ (Print Clearly) INSPECTOR SIGNATURE;e ~d r R..a,-f":J,1c_, PSl·B·900· 170(2) .. , r.!:e,;~-·~;,,:-.i•':. 'l • 'tl ~ :11nf ormation I:!!..,• .To Build On Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIEN;:-~€,J t.t-:C DATEe>-/6 -cJf: Architect &0760:s:P t/t; z--mA7c;' ~,$ Engineer/4:21/ Gtl&.#'6'6'&1~ -----;=-· Contractor / t.:t./ INSPECTION MAT'.L SAMPLING QTY . __ QSHPD __ Concrete Cylinders -- _QSA __ Cement --__ Specialty __ . Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- _·_Roofing __ Masonry Block -- Kconcrete __ Fireproofing -- _Masonry _. __ Uhits (block or brick) -- ·--Struct Steel __ Asphalt Concrete __ Prestress·Conc __ Roofing -- __ Pile [;)riving __ Rein!, Steel -- __ Fireproofing __ Steel ___ Waterproofing __ H.S. Bolts -·- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant X Othercji)CJY f _ -- _. _Bolt Pull-Out __ Other . REMARKS !Zee G.rkid ON C,?e . r . . . s-Jcc/2 tr..d 1~6.c 6--·z/ ~ ell~ PROJECT (Name4d~<'.l /i1'ei£Ay (Address(76£' K..-edof17 A{/4-·' u~,?d a REPORT No.c',f;?-X(Ja,, ~7 Building Permit No. (£rcz G -~ 2-q 2---- Plal'l File No. ________________ _ <;3ovt. Contract No.--------------- OSA or OSHPD #-------------- Other.,-'.------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _. Rinf.: Rebar _ Plan & Specs _. _ Rini.: W,W.F. _ Clearances _ Rini.: Tendons _ Positions _·Cone.: Mix #/psi _ Sizes _ Cone.: Mix #/psi _Laps _. _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching -. Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied ___ $tee! __ H.S. Bolts _ Metal Decking . ___ Electrodes -. _ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME= 12? (pJc/ ~ /:L,,fl'i/2.,, . --(Print Clearly) _;/I ;tGC CERT. NO. 5.¢.eJ [}; 6 JcJ cftJ'C) · / tJf/2 9a / -C/ INSP~c:'.?.R SIGNATURE r2J ~ r R~ DATE 6 ... / 6 ~ tJ r l ' •J Information .. • .ToBuildOn Engineering • Consulting • Testing ({X)-iqQ_LJ INSPECTION REPbRT Page_1_of_ osq-~ DATE CLIENT ___ ___. _____ _ ~c-u~i PROJECT (Name) £lo~ PtJ rlLC (Address) I 'jt{O t:.£CZ(?>6--~ C&LBUiL-A Architect ~o 6-:t2.12; s SI ():2_ I #I /4-6-£-.S REPORT NO. __________ _ Building Permit No. ______________ _ Engineer_--'-'(2_ .• _2._/j ____ ,---_ __,.. ___ _ Plan File No. ________________ _ Govt. Contract No.------------,------ OSA or OSHPD #-------------- Contractor __________ '-------'------Other __________________ _ INSPECTION _OSHP!) OSA ~pecialty -. Mechanical _ Electrical __ Roofing _Concrete _Masonry __ Struct Steel __ Prestress Cone __ Pile Driving· _ . _. Fireproofing · __ Waterproofing __ Non-Destructive __ · Soils Technician ___ Batch Plant __ Bolt Pull-Out REMARKS MAT'LSAMPLING ___ Concrete Cylinders __ Cement -.· Mortar Samples · _ Grout Samples ___ Masonry Prisms __ . Masonry Block __ Fireproofing -.-Units {block or brick) __ Asphalt Concrete __ Roofing -. _ Re inf. Steel . __ Steel __ H.S. Bolts __ Tendon {PT Strands) __ Other __ Other __ '----- __ Other ____ _ t.. 11NSPECTION3Hjj~!ST_ ____ Rinf.: Rebar _______ \]'-_J?_ Ian & Specs#-&___._t__.~'-&....--\ QTY MATERIAL DESCRIPTION ___ . Rini.: W.W.F. _ Clearances ______ _ ___ Rinf.: Tendons _ Positions, ________ 1 ___ Cone.: Mix #/psi _ Sizes _______ _ __ ·-Cone.: Mix #/psi _ Laps _______ _ ___ Cone.: Mix #/psi . . _ Future Continuity #/psi __ _ ____ Grout: Mix #/psi _ Consolidation _____ _ -. ___ Mortar: Type/psi _ Mortar Batching ____ _ ____ Units: Block _ Electrode Storage ____ _ ___ Units: Brick _ Torque Applied ____ _ ___ _ ·_ Steel _______ _ --·-· _. H.S. Bolts. ______ _ ___ .-.Metal Decking _____ _ _. ___ Electrodes-~-_____ _ CERTIFICATION OF COMPLIANCE:: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. NO.___;S:_/U-/' _ _..:~=-:"~~~'d_.:-·/-=2=.i§~-- DATE __ C::._-_2-_/--v_..L-</ ______ _ l •""·~•J Info";'fltion ~.:,• .To Buzld On (.pfZ,l O -5" Page_1_of_ Engineering • ,Consulting • Testing INSPECTION REPORT cuENT t 2orthew lLC DATE J-/ 1--:si{ Architect _______________ ~-------- Engineer __ -1(Li--,;,,c.'L-'-._,I)-"--· __ ---~-----,-----'------ Contractor. ___ -,-------~---------- INSPECTION MAT'LSAMPLING QTY· __ OSHPD -__ Concrete Cylinders -- __ OSA __ Cement -- __ Specialty : __ Mortar Samples ' -- __ Mechanical __ Grout Samples ___ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- ___ Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) ~Struct Steel __ Asphalt Concrete -- ___ Prestress Cone __ Roofing __ Pile 'Driving ___ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils T:echnician __ Other __ Batch Plant __ Other -- __ Bait Pull-Out __ Other -- PROJECT (Name) t-lot1.J;..'fRo ~L (Address) l 9M) kaCLo0?J A-v.S?. REPORT NO. D~q-'-{QO'l:y Building Permit No. ______________ _ Plan File No. _______________ _ Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ . Rinf.: Rebar ~Ian & Specs DJP,.C' ~ _. _ Rini.: W.W.F. _ Clearances __ Rini.: Tendons _ Positions ___ Cone.; Mix #/psi ___ Sizes _____ Cone.: Mix #/psi _Laps __ Cone.: Mix·#/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block ~lectrode Storage~ uf.-e. _ Units: Brick _ Torque Applied ~tee1A3:l'o un&E&a ___ H.S. Bolts __ Metal Decking .K.. Electrodes 1' -,,..., 1,t/ r":7 J 1?--J ~ __ Fireproofing ~ --'I _-_Other ~orrective action required /--,A:2) _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sectiohs of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE__,. __ ...___,-------- Pst-s-soo-11oc2) CERT. No.~C,o_:_~-~/.:,_~~'d-2...e-.::::-2-Po--=--- oATE..,... __ 2'-..-_/~}_,d ________ _ l ' ;J Information ~ • .ToBuildOn CQJ)1-~ -{f Page_1_of_ Engineering .• Consulting • Testing INSPECTION REPORT CLIENT_~_O<_~k.e---...,V'"\_,___UL__;ac_· DATE-~._,../2..-..~-lo-f __ _ PROJECT (Name) £/oreXDD (Address) /96l'> f!.e'JicQ k>e,. • I l~lubacl, 9u;o3 Architect__,_~-"--~...,.,...----.,.... "'"'h'""';...,7--µtv--e""'' -=-~.,,.,k::..0 ....:Vt'\d___;::::.:·7~P~.-"'~----- REPORT NO. b5C'J -'-/oS '£Lt/ Building Permit No. <BD'2,2.q t-,2, Plan File No. ________________ _ Engineer_~f<-.-t;;T-c-1;/...,· ___ -,--___ ~---Govt. Contract No.---------------- OSA or OSHPD #-------------- Contractor__,------------,--------Other ___________________ _ INSPECTION -.--OSHPD _QSA __ Specialty __ Mechanical _ Electrical ~_.,.Roofing -f..:. Concrete ~'4~ _ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving -. _ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'L SAMPLING Concrete Cylinders Cement rtar Samples _ Gro t Samples __ Rein!. Steel __ Steel __ H.S. Bolts __ Tendon (PT Strands) __ Other ___ Other~---- _ Other ____ _,_ ~SPECTION CHECKLIST : __ ·_·Rini.: Rebar _______ c./_ P Plan & Specs SD/, SDc. Sj)3 > I QTY MATERIAL DESCRIPTION ______ Rinf.: W.W.F. ~learances , ____ Rini.: Tendons V~ Psitions I -,f d o-~/~'g,;; ~y.~1 ,,, Al I __ __ _ Cone.: Mix #/psi _ Sizes , ~ ~ _____ Cone.: Mix #/psi _ Laps _______ _ _____ Cone.: Mix #/psi _ Future Continuity #/psi __ _ ____ Grout: Mix #/psi _ Consolidation _____ _ ____ Mortar: Type/psi _ Mortar Batching ____ _ ____ Units: Block _ Electrode Storage ____ _ ____ -Units: Brick _ Torque Applied ____ _ __ --. Steel _______ _ ___ H.S. Bolts ______ _ ___ Metal Decking _____ _ ____ Electrodes __ -.--,c-=---=--- Corrective action required __ ---==-.,.-='-"""'---='--='-.,.,__"-:..L~:··y ·_ Corrections completed __ _ ·------CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the ....______rted work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report cov s the atio.ns of the work inspected only and does not constitute engineering opin- ion or project control. t l&/Si/,£~;:;1/f:: Lell~~-'7 Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT cuENr fl"~ c)::' Pa LL c I DATE 7 .,:2,-0 f Architect P1e:ot£~ 6Sf /JI' J, 0 Z:M-t & Q~c; S. . . ~ Engineer /<. 2 # '1P 9. ..-I Contractor C.o&// ~ t.J e/J,Li.,// ,Ct./ INSPECTION MAT'LSAMPLING · __ OSHPD __ Concrete Cylinders _OSA __ Cement ____/4ecialty __ Mortar Samples _ Mechanical __ Grout Samples _ Electrical __ Masonry Prisms _Roofing __ Masonry Block __ _ Concrete __ Fireproofing _Masonry ·---· Units (block or brick) __ struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ . Steel · __ Waterproofing __ H.S. Bolts ___ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other ___ Batch Plant _. _Other __ Bolt Pull-Out __ Other REMARKS QTY -- -- --, --, ---- . . -- -- -- -·- -- -- -- PROJECT (Name) r/ox ·l;-,X-p <S I (Address) tlflao titl lcy9 11:i/ c~&J <fl 9:?~oB REPORT NO. ~'11 -~¢ Building Permit No. ______________ _ Plan File No. . Qf)-~ ~ ~ c2 Govt. Contract No. _______________ _ OSA or OSHPD #------------,.--- Other __ ,.._--------------~--- MATERIAL DESCRIPTION ~PECTION CHECKLIST ·_. Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. ~Clearances _. _ Rinf.: Tendons --CPositions ___ Cone.: Mix #/psi ~izes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _. _ Mortar Batching _. _. Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _·Ele9trodes _ Fireproofing / Other C /"C1,,t;, v· BoL~. _ Corrective action required __ --r- _ Corrections completed Ett5.x:y aE Afcha,e Bod an. c«: tC5ASP5.@ Z/"-1E CERTIFICAT OF COMPLIANCE: To the best of our knowledge, all of the·reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections-of. the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or proje9t control. INSPECTOR NAME £)~ fro /tll"Y(.£ (~rint~lea~ !NSPECTORSIGNA~~ - .=>Sf-8-900-170(2) CERT. No. Cwci: t.2 f"tr6 o fv? I DATE___,7"--"~,t'-=--O__.Y _________ _ l •J Information ~ • .. ToBuildOn COll~ ~~ Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIENrf-/o~ 6~ a LL C DATE /..,8-0,( Architect ~7'/12,6~tv£ :Z-&?'¥'h:S, Engineer /< ,a -fl 5-Yf, Contr~ctoLP<Ky kl F;/j)""?7/ T~ ll INSPECTION MAT'L SAMPLING _OSHPD _ co·ncrete Cylinders . __ QSA __ Cement __ Specialty -·-Mortar Samples _ Mechanical _ Grout Samples _ Electrical _· -. Masonry Prisms __ A9ofing __ Masonry Block __ Concrete __ Fireproofing ._Masonry __ Units (block or brick) ~uctSteel __ Asphalt Concrete _ Prestress Cone __ Roofing __ Pile Driving __ Rein!. Steel -.-Fireproofing __ Steel _ Wc\t(;lrprocifing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plan~ __ Other __ Bolt Pull-dut __ Other REMARKS QTY -.- -- -- -- -- --· ---- -- -·--- -·-- ---- PROJECT (Name) r/Ot,e ~o (Address) /(lex:, ,t&!I o/1 k!:: c&d.s-k.# -~. r~oqg . REPORTNo.otr:£-~B~ Building Permit No. Q~ -$2 z: fa .2 Plan File No. ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Other ___________________ _ MATERIAL DESCRIPTION hPECTION CHECKLIST _ Aini.: Rebar an & Specs .-.-Aini.: W.W.F. ~lea ranees _ Aini.: Tendons ~'.ositions _ Cone.: Mix #/psi ~es -· Cone.: Mix #/psi " ps _ Cone.: Mix #/psi _ Future Continuity #/psi _. _ Grout: Mix #/psi _ Consolidation -.. Mortar: Type/psi Mortar Batching · -. Units: Block /Electrode Storage )('Ji. __ Units: Brick _ Torque Applied ~eel /HO/ Zoe r6:> s. Bolts,,. 3.2,rt._-ls B _ Metal Decking --,LE~eftrod~s ~~ _..i;:11 ei,1 eelmg 6' -. Other _ Corrective action required __ _ Corrections completed t,.Jdeb9 . a~ i>&&z,J... ~~ ::-9 ~ _ C </, 80 8'5 o&u ~+ .. . I . . CERTIF ATION OF C PLIANCE: To the best of our knowledge, all of the repprted work, unless otherwise noted, substantially complies with approved plan specific ions and applicable sections· of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin ion or project control. INSPECTOR NAME ~cd ~ 6-4'"° /V.J CERT: NO. C 'V C c:, ?' CJ t;. d ~, ,,I . --(Print Clea;)/ INSPECTOR-SIGNAT~~L{J._ DATE 7 -'8-CJ ~ ""' .q.qnn-170(2) · ..._ llf:!!, ;J Information '-. ~~• .ToBuildOn u\\(Q'J-.. ~q Page_1_of_ Eugineering • Consu.lting • Testing INSPECTION REPORT CLIEr-># o/o DATE 7 .. /l. -CJ¥ Architect P,<o,,ees /f/'6' L4'-, o/er. Engineer I<,!, J/ · ~,. INSPECTION __ OSHPD _OSA __ Specialty __ Mechanical _ Electrical · _Roofing _,concrete ~onry _ Struct Steel _ Prestress Cone _ Pile Driving __ Fireproofing ___ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'LSAMPLING __ _ Concrete Cylinders __ Cement _ Mortar Samples __ Grout Samples __ Masonry Prisms . _._ Masonry Block __ Fireproofing __ Units (block or brick) , __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. Bolts .---Tendon (PT Str11nds) __ Other __ _ Other ___ -,--_ __ Other ____ _ PROJECT (Name) flo&XJOa AA£ Z (Address) /?6c,#'/~9 k.i ~S~4al (A. 9M38 REPORTNO.~C9-~f/ Suilding Permit No. 0 2 ... eil f/~.:2. Plan File No. ________________ _ Govt. Contract No. _______________ _ OSA or OSHPD #-------------- Other ___________________ _ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ ._, __ __ Rini.: Rebar ______ ~ & Specs _____ _ ___ Rinl.:W:W.F. ~earances _____ _ ____ Rini.: Tendons ~ions ______ _ ___ Conc.:Mix#/psi ~es _______ _ _____ Cone.: Mix #/psi _ Laps _______ _ __ ___ Cone.: Mix #/psi _ Future Continuity #/psi. __ _ ___ Grout: Mix #/psi _ Consolidation _____ _ ___ Mortar: Type/psi Mortar Batching ______ _ _____ Units: Block = Electrode Storage 7#.. _. __ Units: B ·ck . _ Torque Applied ____ _ -·-~teelL-4-~-i59t2=2i3~]E --~Bolt.,._ ---~-~ ~~~~~~~-~~~~~ __ _LElectrodes..e:..&1.=c..oe:--=,,,,-,_.~-~~ ____ iHcp,uofh~ TS~A ___ Other_-D _ _,t:4,;c.;: :i...,/d_-.... ____ Corrective action required __ _ __________ Corrections completed ___ , ~=:,li~:J~Z~ ~:~z:r C: CERTIFICAT N OF COMPLIANCE: To the best of ourknowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable Sl;!Ctions of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~4/J 6r:) ',c./S Q (PrlmOnrl,J INSPECTOR,SIGNATUR ~~ PSl-8-900-170(2) c;, rfl-ct CERT. No.C&.Jj! af{a If" Y'7 I # ?S~ DATE 7-/~ -a ,V l ' ;J lriformation 1£. • .To Build On lQl\Co I -\0 Page_1_of_ Engineering • Consultl"ng • Testing INSPECTION REPORT CLIENT tflo-~1/0 DATE 7 ... 1'5--(Jy INSPECTION _OSHPD _ OSA _Specialty __ Mechanical _ Electrical ___ Roofing _concrete _Masonry ~ructSteel _Prestress·Conc __ Pile Driving __ . Fireproofing _Waterproofing __ Non-De~tructive ___ Soils Technician __ -Batch Plant __ Bolt Pull-Out . MAT'L SAMPLING __ Concrete Cylinders __ Cement : ___ Mortar Samples _ Grout Sample$ _ Masonry Prisms _ Masonry Block __ Fireproofing __ Units (block orbrick) __ Asphalt Concrete __ Roofing __ Rein!. Steel __ Steel __ H.S. Bolts ___ Tendon (PT Strands) __ Other ---_Other ____ _ __ Other ____ _ QTY PROJECT (Name) £4:8:Y£Jz, b2£> 1 (Address) /ftZ>~?? ~£. Cfwl~,aJC:.A.92@ REPORT NO. c:9..S!l.._ -5-/428 V Building Permit No. 0.2" 8?/(f,-'! Plan File No. __________________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other----------------=----- MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rini.: Rebar _______ Plan & Specs _____ _ ___ ·_ Rinf.: W.W.F. _ Clearances ______ _ ___ Rini.: Tendons _ Positions ______ _ ____ Cone.: Mix #/psi _ Sizes _______ _ ____ Cone.: Mix #/psi _ Laps _______ _ __ ___ Cone.: Mix #/psi _ Future Continuity #/psi __ _ _____ . Grout: Mix #/psi _ Consolidation _____ _ __ . ___ Mortar: Type/psi _ Mortar Batching ____ _ ____ Units: Block _ Electrode Storage ,;l/;61-. == ~:~:Brick? . __ To_r_qu_e_A_p_p_lie_d _____ _ __ ¥~-S. BoltS-_£_~~~..L.!!'......=::.= __ ~~I Decking __ ~lectrode~..C!!.'.:!~~~~~~l"I"' _____ Fireproofing______ , _______ Other ____________ Corrective action required __ ____________ Corrections completed __ _ CERt CATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, speci ,cations and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME 't>.,P//.1c/ :t,] tf;:,/ ,c/~ . ' .,,rnt c197) INSPECTOR SIGNATU~-=~"'--,{v4_.~-------- ps1-s.900-170(2> C1-fy ,-~ CERT.N0.~4 o-qot;o-Y,?/ .ltkj37 DATE :7--~--c,t;,/ L •J lnfomzation ~ • .ToBuildOn Page_'1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT {;~M ~a DATE • '/-c, . PROJECT (Name)~~ ~ (Address) ~ 9. ~(p Adt:4 ,9 ,20'06 REPORT NO. af;f -1/01:' et;/ Building Permit No. c,-;a, ;l, 1'62. Plan File No. ________________ _ · Govt. Contract No. _______________ _ Contractor l"!.~/cl!),v /.'l~/JL1A /;-A OSA or OSHPD # Other , -/I INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders _ Rinf.: Rebar ~&Specs __ OSA __ Cement --_ Rinf.: W.W.F. ~ranees __ Specialty __ Mortar Samples --_ Rinf.: Tendons _ ositions _ Mechanical __ Grout Samples --_ Cone.: Mix #/psi 9,:,es __ Electrical _ Masonry Prisms --_ Cone.: Mix #/psi _Laps __ Roofing __ . Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi _Concrete __ Fireproofing --_ Grout: Mix #/psi _ Consolidation ~onry · _ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete --_ Units: Block _ Electrode Storage~ __ Prestress Cone __ Roofing --~ Units: Brick . _ Torque Applied _._ Pile Driving __ Reinf. Steel ~tee.A-?9&' HS~ · _._ Fireproofing· _._. Steel -·-H.S. Bolts ,#:3 2 i -$ ~ __ Waterproofing __ H.S. Bo.Its ~=::~ir,~ -- __ Non-Destructive __ Tendon (PT Strands) -·- __ Soils Technician __ Other --_. _ Fireproofing -. _ Batch Plant __ Other --_Other _ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed CERTI TION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specific ions and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME LW4"~ ~ 6-4<15: CERT. NO. Cw£ t2 f:lJ w7 pt!P/ (Pr!ntC1e7 INSPECTOR SIGNAT~_td_ _____ .....,....,.. ___ _ PSl·B-900-170(2) L " ;/ lnfo11;'0-tion .. II-!!! • .To Build On (m~-t'o Page_1_of_ e"X;;';;;;ring • Consulting • Testing INSPECTION REPORT CLIENT f-/4,e~ya tL C DATE :Z,~-a,Y Architect r'.t'f oµvc-s J' &£ ..:z=-r1f?#S Engineer /?_.z. (i fYvf. . . I Contractm~ i,)41 /,F J INSP.ECTION MAT'L SAMPLING·· _OSHPD __ Concrete Cylinders _· _OSA __ Cement __ Specialty __ Mortar Samples _ Mechanical __ Grout Samples __ Electrical· __ Masonry Prisms _._Roofing __ Masonry Block _Concrete __ Fireproofing __ ·Masonry __ Units (block or brick) ..,,,c_ struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Rein!. $teal __ Fireproofing __ Steel __ Waterproofing _._ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Tec::hnician __ Other __ Batch Plant -. _Other __ Bolt Pull-Out __ Other QTY -- -- -- -- -- --· ---- --· ---- PROJECT (Name) Af,tt ~¥a ~~ (Address)l'i'"l? tft:,//°J? £ti CA-d~CA 9,?ao c REPORTNO. QS9:..-465~ Building Permit No. ______________ _ Plan File No. ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Other __________________ _ MATERIAL DESCRIPTION ~PECTION CHECKLIST _ Rini.: Rebar _ Plan & Specs _ Rini.: W.W.F. _LC lea ranees _ Rini.: Tendons / Positions -·-. Cone.: Mix #/psi Lsizes _ Cone.: Mix #/psi /Laps _._ Cone.: Mix #/psi _ Future Continuity It/psi _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage ,7 units: Brick _ Torque Applied i';'.'~~_sff ~eta! Decking ~::e:~::::~~ _Other _ Corrective action required __ _ Corrections completed REMARK$ ~,ad ~ :Yo6 024' t,1..1&-ial~ .3~,,Nl clo-n&" e..1~.) CERTI CATION OF COMPLI E: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicabl ections of the building co<;les. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME P/?GI ~ £.J 6o r #"..f' (Print Clearly) INSPECTOR SIGNATU~~ PSl·B-900-170(2) CERT.No.Cc4I t.?~t:?~t7~'?/ DATE---!7~--b_-_o~'j/' _________ _ l ' ;/ Information • .ToBuildOn Page_1_of_ ,Engineering• Consultins, • Testing uH~-l~ INSPECTION REPORT , / CLIEN~~ DATE 7-(?..-_07'( Architect '?ka7/t'as6«!&. L~Af 6S. Engineer R_:J f-) 6-fJ. INSPECTION __ OSHPD __ QSA __ Specialty _ Mechanical _ Electrical _ Roofing _Concrete ~asonry _ Struct Steel __ Prestress_ Cone __ Pile Driving __ Fireproofing _Waterproofing _ Non-Destructive _ Soils Technician __ !;latch Plant __ Bolt Pull-Out REMARKS· __ Concrete Cylin9ers _ ._Cement __ Mortar Samples __ _ Grout Samples __ Masonry Prfsms __ Masonry Block __ Fireproofing -_. _ Units (block or brick) __ Asphalt Concrete- __ Roofing __ Rein!. Steel ___ Steel __ H.S. Bolts ___ Tendon (PT Strands) __ Other . __ Other ___ -'-_ __ Other_~-~- PROJECT (Name) F~.-?k4~ (Address)/fb:;, ~ ~!,hd-(/J REPORT No.Os:i:-tfaoa<y Building Permit No. _.a-~=--:?z:-"'--'--.6~Z--------- Plan ,File No _________________ _ Govt. Contra9t No. ______________ _ OSAorOSHPD#-------------- Other ___________________ _ QTY -MATERIAL DESCRIPTION JPISPECTION CHECKLIST ____ -Rini.: Rebar.,. ________ /_ P Plan & Specs _____ _ ____ Rinf.:W.W.F. ______ ,,.L'"Clearances _____ _ ____ Rini.: Tendons . -~sitions ______ _ ___ Conc.:Mix#/psi _-,::::Sizes _______ _ ____ Cone.: Mix #/psi _Llaps _______ _ ___ _ Cone.: Mix #/psi _ Future Continuity #/psi __ _ ____ Grout: Mix #/psi _· Consolidation _____ _ __ __ Mortar: Type/psi _ Mortar Batching --,,g. ___ Units: Block _ Electrode Storage ;p,;.,.... ~------__ Torque Applied ____ _ __ __ Fireproofing _____ _ __ ___ Other_~------_ Corrective action required __ ___________ Corrections completed __ _ µIf(/& P"6r: c1nvt,I/JI~~ vi? r6-ds-z;:-~ ~ /1Jo: 76 Zf 'r '/le:+-,,.,b-e,v ~ ,.rrzs: M t,Zb.Er:I-u1a&J< f~/4,tk /A:13_pz M ,r-/,,.l, i)~ ·y-rtpr,,o<>T:. ~~ w~7 c:,.,~c_c 11-1a£A.-.r? CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwi no ed, substantially complies with approved plans specifications-and applicable sections of the puilding codes. This report covers the locations of the work ins cted only and does not constitute engineering opin- ion or project control. CERT. NOC,W]?: t? t/'06tJ 9'.'ZI DATE 7-/t/~~9" l ;/ Irifonnation • .ToBuildOn Page_1_of_ Engineering • Consulting • Testing CLIENr_T"---'-f-_w ____ _ INSPECTION REPORT PROJECT(Name)¢toA,,,¥ (Address) Jlk.A ,kJ/4/17 4<:-::<-., C'~tSJl-'6 DATE -ei J,l aj 2-7....-i!Ji REPORTNO.· C>s--'7-<..{U?:J ~ Architect ________ ---'-----------Building Permit No. ______________ _ Engineer __ (L~Z-. _fJ-_·----------'---Plan File No. ________________ _ Govt. Contract No. _______________ _ OSAorOSHPD#-------------- Contractor~ __ __. ___________ _._ ___ .._ Other ___________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION~ _OSHPD _._Concrete Cylinders --~ Rini.: Rebar ~/tK,A £.eran & Specs __ OSA __ Cement --__ Rini.: W.W.F. _ Clearances *Specialty __ Mortar Samples --__ Rini.: Tendons _ Positions __ Mechanical ·-__ Grout Samples _· _ Cone.: Mix #/psi _ Sizes __ Electrical __ Masonry Prisms -·-_ Cone.: Mix #/psi _Laps __ Roofing . __ -Masonry Block --· _ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing --__ Grout: Mix #/psi _ Consolidation · __ Masonry __ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching · __ Struct Steel __ Asphalt Concrete .-·units: Block _ Electrode Storage __ Prestress Cone ·, __ Roofing _. _ Units, Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --__ Steel 0c ~v/1,~~ __ Fireproofing __ . Steel --_H.S.Bolts __ Waterproofing __ H.S. Bolts --__ Metal Decking __ . Non-Destructive __ Tendon (PT Strands) --__ Electrodes ___ Soils Technician ---Other --__ Fl"'1t __ Batch Plant __ Other -·-~rrective action require~ __ Bolt Pull-Out __ Other-~;1_~~ _ Corrections completed REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This r~port covers the locations of the work inspected only and does not constitute engineering opin- ion or project control: >S1·8·900· 170(2) l •vnforma,tion ~ •·.To Build On · Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT_Tf:...._.'-,-__ W ____ _ DATE _ ___,~"--~--..._---a,c;.O_-c.f..,___ PROJECT(Name)C/t1rt tlr4/?0 (Address) /'i/4.o ft..e/&)'7.e AM._ Ct4-Kf S12JM.':l REPORT.NO. Qs:j-'{OO:&".'c../ Architect----------~'---"'-------"---Building Permit No. _____________ _ Plan File No. ________________ _ Engineer_~-------'-------~-----Govt. Contract No.--------------- OSA or OSHPD #-------------- Contractor. ___________ -c.-______ _ Other ___________________ _ INSPECTION __ OSHPb · __ OSA __ Specialty ___ Mechanical _ Electrical __ Roofing __ Concrete ___ Masonry -M, struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing . __ Waterproofing -. _ Non-Destructive __ -$oils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'LSAMPLING __ Concrete Cylinders _-_Cement ___ M9rtar Samples __ Grout Samples __ Masonry Prisms ___ Masonry Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel, -.---H.S. Bolts __ Tendon (PT Strands) __ Other _ _._Other ____ _ _ ._Other_--'---- QTY MATERIAL DESCRIPTION INSPECTION 9H:~~ ____ Rinf.: Rebar ______ ~Plan & Specs-Af!_~~·'~-'~~~_.____,__ ____ Rinf.:W.W.F. _ Clearances ______ , ___ ._ Rini.: Tendons _ Positions _______ ~: . I _. ____ Cone.: Mix #/psi ______ Sizes ________ ! I ______ Cone.: Mix #/psi _ Laps 1 ____ Cone.: Mix #/psi ______ Future Continuity #/psi __ _ ____ Grout: Mix #/psi ____ _ ___ _ Mortar: Type/psi ____ _ __ -. _ Units: Block _____ _ ____ Units: Brick _________ Torque Applied ____ _ ___ ~ Stee1_..Al>~'-"'G..__ ___ _ ___ Fireproofing _____ _ __ ___ Other ~orrective action require~ -:-___________ Corrections completed __ _ J"-Co/)-e.c.J:;:/ ·~ 4.-LJ k-e-1 h ½J J-2.o: U d 4 CA bk· ())v ~ /2-io,-J-n, A£ s~ 0½2 Afl/J/h.._j} b ~s. S-3 . tv-e,bt_u.y k\11?-8 ~!J.6./ fu. t?/4-dYC.. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable-sections of the building code.s. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or projeqt control. CERT. NO.___.~~~-"'-~_k..J/~~'CJ._.,,L-_2~2G-,½:r<---r-- INSPECTOR SIGNATURE __ __,,___,""--;-,-------DATE-~~:__~-J.~:::..Jo<-1------- .,., .• .,,_q·no-170(2\ l ;J Information ~ • $To Build On toUo2-8 ·-\u\ Page_1_of_i_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT ______ -,------'-- DATE __ ~ ....... ,L_(..._j~_,__--'-__ ___ PROJECT(Name) Fl"re-?po (Address) fq~o K~llod CC\r-1 s.foo..d ~f'O~re.s~i""' (Wt~~.l IV1 Ar'""c..hj tec.-f'v<f'(.. . '4 (? {0.1-111 ,i--j Architect. REPORT No. Ocr<-qu.J~f Building Permit No. CBOt.:Z .. 96 1- Plan File No. ________________ _ Engineer ____ -"'--'-,-...;.R.---,2r-· _,H_:.__1,:;=:._-.:;_il\.:.;~+-'icu"1Uc'=Y_,f..:_~a.:.i·,__ ____ _ Conttactor ___ T.:....,_, _,_F_._W_'_ .. _________ _ INSPECTION ~SAMPLING QTY _OSHPD oncrete Cylinders z. $cl.L_ ___ OSA _Cement ~ 4_._ _Specialty _ Mortar Samples -- _ Mechanical _ Grout Samples _ Electrical _ Masonry Prisms ~oofing _ Masonry Block _Concrete _ Fireproofing _Masonry ·_ Ubits (block or brick) . . _ Struct Steel _. Asphalt Concrete -- _ Prestress Cone _'_Roofing -- _ Pile Driving ___ Reinf. Steel _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts -- _ Non-Destructive _Tendon (PT Strands) -- _ Soils Technician _Other -- _ Batch Plant _Other -- _ Bolt Pull-Out _Other -- REMARKS Q;,l S.i f-c... 511vtwip ---II ~- I Sef_ 2-5'/l;f vv,p L-{ 'I 1-(( ( Govt. Contract No.-,---------------- OSA or OSHPD #-------------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar v Plan & Specs _ Rinf.: W.W.F. .,......--Clearances _ Rinf.: Tendons _L Positions / Cone.: Mix #/psi 52.3.007/ ~izes I • ~one.: Mix #/psi 20iili ps; _Laps one.: Mix #/psi30t./007 / • ~re Continuity #/psi _ Grout: Mix #/psi L/ll])\) '(>I _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Sri.ck _ Torque Applied -. Steel _H.S.Bolts .-Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ -.. _ Corrections completed CERTIFICATIO.N OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. ::::::,,. INSPECTORNAME }'<.~u\V) Ro-OV\€.;J\ @vl) . (Print Clearly) ?J ----. --- ~~-~:C:~~~,R SIGNATURE ~~ -~~ l · 1 ;l,Irifonnation I:!. • ~To Build On LQ tS-d-~ Page_1_of_ Engineering • Consu'lting • Testing INSPECTION REPORT ·-, '1?.v-J CLIENT_.,__--,...-_____________ _ DATE _ __,'7_-~1_C,_~_-_/ __ _ Architect ___ --'----------------- Engineer~. __ {2__4/-________ ,.......-'-----~ Contractor __ --'--'---------------- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- ._QSA ·_. _. Cement -- . ~Specialty _. --Mortar Samples -- _ Mechanical __ Grout Samples -- _ Electrical __ Masonry Prisms -- _Roofing __ Masonry Block -- _Concrete __ Fireproofing -·- _Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone _:_Roofing -.- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ . Waterproofing ___ H.S. Bolts __ Non-Destructive __ Tendon (PT Stranc;fs) __ Soils Technician _._Other -- _ Batch Plant. __ Other __ Bolt Pull-Out __ Other REMARKS PROJECT (Name) J-toflr ~ (Address) J¾Ri It.~~ ~ REPORT NO. 0 rj ~ Building Permit No.,t/f _____________ _ Plan File No . ..c.---------------- Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION~ .-· _ Rini.: Rebar ___t:;4.tan & Specs _ Rini.: W.W.F. _ Clearances ._ Hinf.: Tendons _ Positions ·-Cone.: Mix #/psi _ Sizes _ Cone Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi ·_ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts oz_~~ _ Metal Decking _ Electrodes _Firepr-~ _ Corrective action required __ ~Other ~ _ Corrections completed -~2-Z-- ~~'I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specif/catioris and applicable sections of the building codes. This report covers· the locations of the work inspected only a11d does not constitute engineering opin- ion or projeqt control. CERT. NO,---!::BJ}u,,,~~~-~~';;?"ft7.-__,,,_2c.-=2<2,C-t=,;· ,___ __ _ INSPECTOR SIGNA...,u..,,.,n'""1;;;-.::,c:::...;;:::.,.£z::::~~_,,.~,£~:...;_i __ ~::_::_~_::_:;:_::;_-_-_-_-_-_------~D:ATE ___ ,=-..7_'-'> __ 0_---c)_t{~-.....------- psI-e-900-110(2J ) . i ' . l •J Infof1!1£ltion ~ • .ToBuddOn {,a[~b1t -~\ Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT __ T~E_W _____ . ----'-- DATE __ 1::~· £~0--0"'--. ___ .'j___.___,_ __ PROJECT {Name) '5/CA.~-.lf'O (L,~ {Address) t7hJ l.J/yp ~ 0µ.lltl,~ Architect ____ --------------'------'-- REPORT NO. o£j---L{Oc)2:::/ Building Permit No. C r1o :z_, --i-z,Q__, Engineer . . (1, ,,l #- Plan File No. ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Contractor: ___ ~--------~------Other __ ..,...,.. ________________ _ INSPECTION __ GSHPD _QSA ~Specialty _ Mechanic;:al . -. _ Electrical _._Roofing -. _ Concrete ·-.' __ Masonry ~ Struct Steel __ Prestress Cone __ PIie Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'L SAMPLING __ Concre\e Cylinders __ Cement _·_ Mortar Samples . _ Grout Samples _ ·_ Masonry Prisms _ Masonry Block __ Fireproofing _ Units (block or brick) __ Asphalt Concrete _. _Roofing __ Reinf. Steel __ Steel __ H.S. Bolts __ Tendon (PT Strands) __ Other _. _Other ____ _ -. _Other ____ _ INSPECTION CH.[=xKLJyj ___ .. Rini.: Rebar ______ ~n & Specs~., QTY MATERIAL DESCRIPTION ___ Ririf.: W.W.F. ________ Clearances _____ _ -. __ ,-Rini.: Tendons _ Positions ______ _ ____ Cone.: Mix #/psi _ Sizes _______ _ _. __ Cone.: Mix #/psi _ Laps _______ _ __ -.-Cone.: Mix #/psi _ Future Continuity #/psi __ _ _. __ Grout: Mix #/psi _ Consolidation _____ _ _. __ Mortar: Type/psi _ Mortar Batching ____ _ ____ Units: Block ~ectrode Storage~ ____ Units: Brick _ Torque Applied ____ _ __ ..c:L_steel-=fD=--<;.=----- -__ H.S. Bolts ~ "/!, ww; 6f1,o(L,l,lkr ____ Metal Decking _____ _ _ · ~ctrodes cl)/ r~ lA.Jt'"i, r?..-: (J Q fl.-<. ___ Fireproofing _____ _ _ . __ other ~rective action required.&_ ___________ Corrections completed __ _ REMARKS /~rn,,, ~"¾J ~tJ/rlJ::;_, J----$.h..wt--¼Z ~-- ).~ CERTIFICATION OF COMPLIANCE: to the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building.codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion o_r project control. CERT.NO. ,S/4-w ~.t~ 7220 D~TE_~7_-.:::-f,(J_-_{)_c/.1.--____ _ l · ;/ Information . • .ToBuildOn Engineering • Consulting • Testing CR tlf~~ -O'o-Page_1_of_ 1NsPEcT10N REPORT CLIENT q-/C::.W DATE Cp,to-:;-e 7-t.1-o~ Architect~-----~----------"----- Engineer _________ -_________ _ Contractor ___ --,------~--------'-- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- OSA ___ Cement ~ecialty --___ .Mortar Samples -- _Mechanic::al __ Grout Samples -- _ Electrical -. _ Masonry Prisms -- _Roofing ___ Masonry Block -- _Concrete ___ Fireproofing --__ Masonry ___ Units (!;>lock or brick) -- ~uctSteel __ Asphalt Concrete __ Prestress Cone . __ Roofing -- __ Pile Driving __ Reinf. Steel __ ·Fireproofing __ Steel -- __ Waterproofing· ___ H.S. Bolts -- __ Non-Destructive --.-_Tendon (PT Strands)· -- __ Soils Technician __ Other _ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- PROJECT (Name)/Zlo.#4/yP oCLc:_ (Address) l~o he.-~?~ C!-t4-t/r4-t-t¢ REPORT NO. Os:5 -5:(o'O I?--V Building Permit No. C!... t>eJ '2. 22 £12' · Plan File No. _______________ _ Govt. Contract No.--------------- OSA or OSHPD #-------------- Other--------------~---- MATERIAL DESCRIPTION _c;:.sPECTION 4WJ:e _ Rinf.: Rebar Ian & Specs __ Rinf.: W.W.F. _ Clearances _ Rini.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps -. _ Cone.: Mix,#/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block ~ Electrode Storage lv PJLf ..._ _Units:B~ _ Torque Applied PS-.steel _.?~ cx_ZJ~£~ _H.S.Bolts _ Metal Decking u.Jto fl_ rate _ Electrodes 't>< C><-l;ireproofing ~?/7.--9] ~orrective action require~ _Other _ Corrections completed -- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved pla specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opi 1 ion or project control. PSI Fax:8584551170 L · 1Jlefo171Ultion • .1bBuildOn Dec 22 2004 14:00 P.04 Page..Lof_ Engineering • ConS41iflng • Testing INSPECTION REPORT --CLIENT ...)<.?,t Kc.a) L l C DATE6 .. /S-:--:0 y' INSPECTION MAT't. SAMF'LING QTY ·-_ OS!tPO _ Conc;rolP-CylincN/5 --· ___ QSA ~C~mm1t ~ -~-M Spoc1;.'llty _ Mort,;r S.1mplas -__ ,M,1<:tlllt1icat _ Grout Samples ~ .,,--Et11r.t11r.al _ M.u,omy Prisms ---·-~ Ruohno _ M,1i;0nry 61or.k - ---·· ConcmtQ _ F1rnproofing -___ M:i~:onry _ Units (blor.k or brick} --- _ Struet Sl@@I _ Asphalt .coni:mtG -·-Prost1eas Cone _Roofing -_Pile Oriving .,.,.._. Rein!. Steel --_ i:irepr00fing _Steel -_ Waterproofing _H.S,Bolts -_ Non,Oestructive _ Tendon (PT S11ands} ~ _soils Technician _Other -_ Batch Plant ~Ottie1 -_ Bolt·Pull·Out _Other _.,..;- PROJECT (Namea-'...o"J."~ & 7;1..( (Address)/~ ~t' ~& t'/c~" (AA-l~~({. t;;; -;, REPORT NO t;Ja ., Y0':1{1( I .,. ,-;!":,, ,., '""t:::i. z' Building Permit No,"--l..)P .... •• "-.(Cl Z.... Plan File No. _____________ _ Govt. Contract No. ___________ _ OSAorOSHPD#------------ Other~---------------·------ MATERIAL DESCRIPTION ..):,5PECTION CHeCKl.1$f -!..."'11111!.: RP.bar -~ Pl,111 & $p•l•:,; ~ .,.... -· _ Rini.: W,W.F, -· _ 91,~.imn,:e:; ··-·-· ..•• _ 11inf.; Tendons _V Po51t1un :; .. __ , __ . _ Cone.: Mix #!psi -...Jif.'S1t~:s~-- -~PS ..... _,,,\.I, .. ,., _ Cone.: Mix #/psi .. __ .... ,., _ Cone.: M1)( II/pm ·-__ F11turo Coniuiwly ll/pii1_, .. _ Grout: Mix 11/pr,1 -_ Co11:iolid,111on __ .. , .. _ Mort.;r: Typ,i/psi --·-"--· ___ Mr)rt,1r ButchinCJ---·-·· .. _ Unns: a1o~k -_ EIP.i;lrurl,, Storagi, ___ ....... _ Units: Bnck __ Torq1JP. Applied-----·-· _Ste@I --· _. H,S. Soils -· --_ Metal Decking ----'-Elecrrod~$ _ Fireptoofing .Y Co1reclive action required_ _Other ., ~- _ Corrections completed_._ CERTIFICATION OF COMPLIANCE: ro the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved pie: spe<:ificati<Jns and appliQable sl!clions or the building codes. This report cover$ the locations of the worl< iMpected only and does not consmute englneeril"IQ op1 Ion er projec:t control. .-~cc· CERT. NO$g.,.&6"<1 ~ # YZzt1c· 1 INSPECTOR NAME~ (;t:111*'/d ;:" ,e"'aqf""J/4_, (Prit11Ci.3rttl INSPECTOR SIGNATURF ~ G:e,Jdr R.aff .1t:--DATe6-/~af PSI Fax:8584551170 l" 'llrifol71Ultion I: • .1bBuild0n Dec 22 2004 14:06 P.20 {.al°'~ -~' Page..Lof_ •ttglneerlng • Consultlng • Testing INSPECTION REPORT CLIENT T F;W DATE '1:::L o-<J':( Arc::hiteet ________________ _ Engineer. . (l .Z A Contractor_~------------~,....-.- INSPECilON MAT'L SAMPLING QTY -OSHPO _Concr~le Cyhr1(j,1rs -_osA ,~Cement -\,/-Spocilllly _ Monar Samples --~M•?CMnical ·~.Groui Snmplas --~l,~ctrn:.11 _ Maaonry Pri~ms --·= Roof in!] _ M:i.~onry Block --__ concmte .....-Fireproofing ~ . __ Masonry _ Unirs (block or brick) -.,.J:,,/,. Struc:t Ste1JI · _Asph.1U Concrete -_Prc~lreas Cone: _Rooting -_ Pile Driving. __,.. Reinf. Steel _ Fireprocfing _steel -_ Waterpraoling _H.S,Bolts -__.. Non-Oeslruetive _ Tendon (PT Strand~) -_SQils Technician _Other -_Batch Plant _Other _____,.. -8011 Pull•Oul _Other - PROJECT (Name) /5/01,_.~,J,.~() /....L,¢,, (Address).l"40 Ldyp ~ Qll!Jl,J~ REPORT NO. OS'i..Yoa.?y' su·ilding Permit No. Q (fo. -Z., "'l..z,~~---- Plan File NO,------~--,----- Govt. Contract No. ---~-------~- OSA or OSHPD #--------~--- Other MATE:RIAL DESCRIPTION ~:~~~::~.~M~ __ Rini Fl1)l).U --_Rini WWF. -~ c1,iarancf}, ··-------. _ R1nf.: Tandon:; _i=ICJ,;111or,:;_ "' _ Cone : Mix 1t.'ps1 _S1.:e'i __ , --·-.. -_ Cone.: M1t'll/psi _Lap:;~--... _ Con,:.: Mix 1//p,~1 _ Futum Con11nwly 1t/p:i1 ______ -·-Cro\il Mix «lps1 _ Con:.olid,111011 -·· -. MortJf T-ypotp•,1 --. -~. _ Mortar Bill<:h111~ _____ ., __ _ Urn!:; 811)<:k -~lr)r;trod,1 SIQti,'IQ•lL/-d.Jf'!:.(., _ Unit$: Bnck _ Torq11P. Appl111d "' ~IP.el_A.:3~ __ H,s,Solls ~,i~~-- ___ Metal Decking ·-.. ~ LMCt.rL., l? q ~~-=-~C1rOdP.$ B!,'2_L_ f'~ _ Firep100ting ~rreclive aclion re(juired ~ _OtMr _ Corrections cornplered -· REMARKS I~ J rm <i o ¾ ~d/4::... .J:::. s. 4 !Yb ½ '* ~ • . _ w o r2 i&. , ?S Cl).,..-1 "J o .&:j C/\A 1 £ ~(M_,Z ci. ?u/4 !eh JU. ~C' IWS;4.4:/4~ :,i;YdA:it:a!R~ ~t C:::~r:;:::: fbn.J-d,.), a,&u~r l,.,&t~ u,tf $~. 1-1s--0i.f 'il ~ . ),"?&v CER11FICATION OF COMPLIANCE: To the best of our knowledge, all of the report!!d work, 1,inlass otherwise noted, sut11,tantially complies wilh approved plar spec:lflCatiQns and .ipplicable sections of the building codes. This report covers !he localions or !he work inspected only and does not eonatituta engineering opir: -ion or project c:ontrol, INSPEC~ORN~ INSPECTOR SI . · :=:: : Ce:Rl.NO . .S/!JtN ~J~a) :;i2S DATE 7-/,() -C) ;" PSI Fax:8584551170 _Dec 22 2004 14 : 06 P.21 l ':' ' i/ lrifonnation I: .1b Build On Engineering • Conwlting , Testing (R(t{"~~ -oO-Page-Lot_ INSPECTION REPORT CLIENT. <:fl~ DATE ·S,:%9-0 1-tJ-oq Architect~---------.....-------- Engineer. _____________________ _ Contractor _____ ~--------------- INSPECTION MA T'L SAMPLING . OTY ---OSHPO _ Concri?te Cyhn,J1m1 -lf!::A _cemenl -.-~c1:il1y ~ Mor1.:ir Sample~ ·--··-M•ir.han1ea1 _ Gro1Jt Samplns -__ Eloctr1r.al _ M,1scnry Prii;ms -_RQof1na -Mai.onry BIOCK -_ccnr.rote _.. Fimpr00l1ng -_....Masonry _ Uni!:. (blor.k or brick} -~uctSteel _ Asphalt C0r1cre11? -__,_ Prestress Cone _Roofing -_P,f~ Driving _Aeinf. Sieel --.- _ Fir,:proo/ing _Steel -_ Waterproofing ~,-ts. Bolts -_ Non-Destructive _ Tendon (PT Strand$) ---;.- ~Soils Technician _Other _ eaten Plant _Other --Bolt Pull-Out _Other - PFIOJECT (Name)12'lct4¥ vC:GC! (Address) L'i~o k,.~ ee ct.@drt&w RePORTNO. a..s::5-5:'~ Building Permit No. $/>CJ 7. 2£ CZ Flan File N6·-------------~ Govt. Contract No. -·---~------- OSA or OSHPD #-~-------- Other-----------~. MATERIAL OESCAl?TION INSPECTION CHE L.ISI" _ R1nf.: R1)bi11 .._:__ ___ • ___ (:;?..,,,1,,,, /l, $po,,;!; ' .• , ..... .. _R,nf.:WWF .......... 1 Ch},uarir~('}!J -.. --·----·--,I • ~ Rinf.; T~ndons __ Po~1tiori,; _____ , ... _ Cone.: Mix ~lp!ili _ 81/.•!·, _ --~---·-· -· _ Cone : M1)( #/p51 __ Lap1;~---···---···· _ Cone.: M1i ~tps, ___ __ f'uh)m Crmtimuly #/fl'lt_ ..•. _Grout.Mix n/p1;1---·--· ··-·-· C1m·;Qlitl,11Jon -·----···. --Mort;)r: Typ,~/ps1 ---~ •... __ M,irtar O,llch111!,I -····-·-.. , _uni1~:a1ocl\ -· ~ Ell11:1ro1J,1 S1llr,1'J!'/ _fc!../P-(. _ un11s: !3/4J'.:: _ " -_ Torr1111! Apph,111 ______ ~,~i:ir . C: cx.z>~z&2;·· _H.S.Bolts _ Met~! Oecking ~ ~?J.-"it. . :~ _ Eleelrode~ ~ireproofin9 ~??7-'.9 ~orreC11ve action requi,~< _ .-_Other ~- vv, _ Com:ctions complQtad _. CERTIFICATION OF COMPLIANCE: ro the best ol our knowledge, all of the report@d work, unlell1> othaiwise noted, substanlial/y c;:omplies with approved pl, $t,8Clflcations and applicable sections of the building codes. Thls report c0v11ri1 lhe foealions of the work lnspecl@d only and does not consti!u!e engineering o~ ion ¢r project c:ontrol. PSI Fax:8584551170 ~ hi ···, ·111nformation • .ToBuildOn Sngineerlng • Consulting • Testing CLIENT~N U"C OATe6· /6 -<'Jf: Architect&; ()~lf:;f/ //e,': '£_.enA_f1 e,$ EnglneerUtl 6-t/6(de''e.re..,6.J . ~ • ,""!"\ Corwactor J f' 1.,/ ~-·-:/_J~'L.__·------~ INSPECTION MAT'L SAMPLING OTY __ ,_osHi:ro ---. Concrn.tc Cylindl)r!l -_OSA _.....C@mont -_ Sp1~c1al1y --.--Mortar Samples -___ . t'1tlr:h,1aicat _ Grout Sarn,olc5 ~ _ Elt1r:tr11:al _ MaGonry Prisms -_r-ta,,llt\\) _ Masonry Blor.k -,X_ Cont-rl!te -_ Fir~proofing --_M..isonry _ Unih; (block or brick) --.Struct Sl11@I _.._..Aspti/:\11 Coni;rete -~ __ Prestre" Cone _Roofing -_Pde Driving _ Rein!. Steel -_ Firepro0tin9 _Steel -~ Waterproofing _H.S.6otts -_ Non-Destructive _ Tendon (FIT Strands) ~ _ Soils Technician _Other -....-Batch Plant 2!;_011,er~ -__. Boll Pull-Out _Other - Dec 22 2004 14:00 P.05 Page-1..,of_ Plan File NO--~-~--~---·~--- Govt. Contracl No. ----~------ OSA or OSHPO # -------~---Other ______ _ MA TeAIAL OE;SCRIF'TION INSPECTION CHECKu:; ____ Rini.: .!~bar ________ __ Pl,1n & $pn.,:1;· __ _ R1nf: W.W.F._ _ Chi,1rnncri·; -· __. Rini,: Tandon$ __ Pomt,oni; ____ _ Cone.: Mix 11/p~i _swis--.. _ Cone : Mix 11/psi _l.:ips --· _ Cone : Mix n/psi _ _ Ful11rr,> C,inllnuity d/p•;i . _ Orout: M1~ Hlps1 1--· -~-Con~ml11l,1\r0n~.--. _ MtJ11ar: Typc/p:;i -__ M1Jrtar B,.1tching ____ .. _ Units: Block _ Elrir.:l1orJ,1 Storag,, --..... _,_ Uni!:;: Brfok --_ Torq1mApr>li1!d ___ _Steel . --·-· --'-H.S.601ti; -~-· _ Metal Decking .. _ Electrodes .... _ Fireproofing -------· _Otl'ler _ Correclive action rnquirnd ~ ____. Corrections comp1a·1ed --- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless othcrwisl!I not,:id, $ubstan!ially compHei; with approved specifications and applicable secliona ol the building c;odes. This report covers the locations of !he work fnspected only and does not constitute engineering ion or project ccintrQI. - r PSI Fax:8584551170 Dec 22 2004 14:00 P.06 l 2 /J Information · M. .ToBuildOn engineering • Consulting • Testing (CX)lCtO -Lt INSPECTION REPbRT Page...Lof_ osq-~ CLIENT _________ _ DATE. ~, ... 2)--()i PROJECT (Name) CZ&> /UOA P/i. r'L( (Address) j 'i{O osu~.«!::.<. CIIASl..6~ Architect Pn.06. Q.1-z S Sl v€.-/ If/ ~g; S REPORT NO·-------~--Building Permit No. ___________ _ Engineer_--=f2.-.._ -l._t/ __ _.,.._~----,.-~-----Plan Fife No, ______ -~--------·· Govt. Contract No. ___ _ Contractor_~------ INSPECTION ____ os1n•o 7J.OSA v'°§P:_(:1~11~ ...... ,. M,.,.h,1n1cal ___ Elm;t11r..il ·--Rl)ohng __ Cor,i:wt~ . ___,_ MJ:;onry -. Struct Steel _ Pres tress Cone _ Pile Driving -Fireproofing _ Waterpr00fing _ Non•De&tructiVe _ Soils Teehr'lieian _ Batch Plan! --Boll Pull-Out REMARKS MA T'L SAMPLING -~ Concrele Cvlln/Jtm _cernr.nt __ Mor1ar Samples -~-Grout S11rnple5 _ Masonry Prisms _ MJ$onry Block _ F1mprooli11g _ Unif5 (block or brick) _ ASphall Com:reto _Roofing _ Aein!. Steel · _Steel _H.S.Boll$ _ Tendon (PT Strands) _Olhet _Other __ ~-- ~ Other..,_,. ___ _ OSAorOSHPD~------------ Other _______ _ bTY _ ~~,~~::.~ro __ Es_c_R~t-P_n_o_N_ .. ~:i~!~:'.~:B~~~( _ ~ Rini.: W.W F. __ Cil),)rn111:P.$_,,.,_ •• ,. .. ~·-Rini: Tcn<1ons __ Positions_, .. __ ._Cone:: ~for. lt/p~i _______ S,zn•; -··-~---· ..... ...,_...._ _ Con,;,; M1X #/p~1 __ LAP~-------•·•. ___ Cone: M,x #/p:;1 -----__ r-1111ir,i C,mhnuiry #/p•l1 .. ____ Grout: Mix flips, ________ Con:;ohd,1t1,,n~---•.. -----__ MQrtar: Type/psi ~-M,,r1.1r S,llr.h1r:o ____ -·-. ~ _ Unit$: Blo<:k __ ~---··-·-· e:1er.trmfo Stur.'.1,:1'} _ .. __ ,,,,. ______ Units: 9ricl< _ Torqun. Applied ___ -·-~ __ s1ce1 _____ 1.. 1 _,:,~1,·-;;-ri_ "It.I'._,. __,_ _ H,S. Bolts _______ ~ f:,UV""1/)~/~...,.., __ Metal Decking ____ _ ------------~ ___ Eler::trodes _____ _ ~ _. Fir@pr~· g ~ Olh@r~ ~rreclive .iction req1.1i,ed~ _ M~-llkt'tJ/'&:£:. _ Corrections completed~ CE!ATIFICATION CF COMPLIANCE: To me best of our kl'IOwledge, all of the rapor1ed work, unle5$ 01herwisc noted, substantially compiles wi1h approved~ specification.sand ipplicabl1;1 sections of th@ building codes, This report covers the locations of the work inspected only and does r'!0l con~!ilute engineering<· ion or project i;:ontrol. CERT. NO . ..-:=.S~~--=~~A;_~~'d_/::::.-2'--"'l~ed-- DATc ___ <::._~L __ !_-v_...,.<f _____ _ PSI Fax:8584551170 Dec 22 2004 14:01 P.07 {b I/ Information . • .ToBuildOn (.pfilO -~ Page..Lof_ Englneerlnfl • Consulting • Tesflng INSPECTION REPORT CLIENT l A:) rz.hb,J LU: DATE 1-/J~ Architect_.....,.. ______ ~-------~-- Engineer Contractor~----------....---~-- lNSPfCTION MAT'L SAMPLING QTY ~OSH~O _ Concrr.il1J Cylindn.m -- ~OSA _C!!ment -__ Spllt:t-\lty _____. Mortar Samples -___ M~r.h.ini¢;;tl _ Grout Samples __ ,_ Ele1:tr11:nl _ Masonry. Prisms -.~AuohflU _ M,lsonry Block --__ concratl:l ·-Fireproofing -_M,,sQnty _Units (block or brick) -~ Strur:t Steel ~ Asphalt Conr.rete ~ -Prestress Cone _Rooting --_ p,1~ Driving _Reinf. Steel -_Flreprooling _Steel ~ .-... Waterproofing _H.S.Bolts __.. _ Non-Destructive _ Tendon.(PT Strands) --Soils Technielan _Other _Satch Plant _011,er -_ Bolt Pulf•Out _Other - PROJECT (Name) J::£..ott,5.@ ~ (Address) Jj~ kotLo~~ ~!es. REPORT NO, ()G--C/lZ,~-- Building Permit No.-----~~--,__.. __ _ Plan File No, __________ _ Govt. Contract No. -------~-~-----··-··· OSAorOSHPD#---..--,.....--- Other ___________ _ MATERIAL DE::SCRIPTION INSPECTION CHECKLIST _R111l.:Rt;1b.:ir ~I.in & $p111;s _..o,ef -·~ _ AI11f,: W.W F. _Clei."lr;trmrn ....•.. ,. _ Rini.: Tendons _ Posi11on:; ..... , ....... ,. _ Cone.: Mtx #/ps, _ Sizes -·-··-. ~ Cone.: Mt)( #/p$1 _laps~-~ . ·-· _ cone.: Mui II/psi _ Futuro Cc.,11I111,iity #ip'l1.~ _ .. _ Grout; Mix #/psi ~ Con:iot11t,111u11_.,~·-..... __ Mort11r: Type/pi;i _ Morti."lr £\.itch1nu ___ .. _ .. ~. _ Units: Block .lx'._Ell.!ctrocj~ Stor,1gr.i(v .• U!.(.., ·-· _ Units: Brick _ To1qu,: Ap~ltt:!d ·--.. ~tael.liJ:/'a cm:~ /?Q a...-= _H.S.Bolls _ M@tal Decking -..I(_ electrodes# -,,..,,,c,/ ..r.-,,v i- ~ Fireproofing -f ·_Other ~orrect1vo action req1,ired ~ _ Correclion:s completed CERTIFICATION OF COMPLIANCE: To the bHt ofour knowledge, all ol the reported worl<, unless otl'leiwise noted, substantially complie$ with approved plan i:peclficalians and *PPlicable sections of the building codes. This report covars the locations of the work lnsp~eled only and does not constitute engineering cpir Ian or project co"trol. INSPECTORNAME ~ ~ INSPEOTOASIGNATIJ~~-----:-- CERT. NO._S:~~.,;;.__~f~~'tJ~2-=2PcJ---=--- DATE _ _./2L,.;.--"--'/ }'--qf ____ ....._,,___~ PSI Fax:8584551170 Dec 22 2004 14 :01 . P. 08 f ;l lrifonnation •· .ToBuildOn CQ,cr+~ .J..e Page..J....of_ Engineering • Consulfing • Testing INSPECTION REPORT cueNr :rc:,,.c-\?.en LLL DATE.~ ftt/2¢'1 PROJECT (Name} a~r:e.XDO. (Address) /o/tf;l~ #4c2.rcti /J..v·e,, Ct:w--/'flL,a.cl ,r 9zt:c:~; REPORT NO. 05 (L -t!./,"i, ~~ ~ Building F'ermit No. , ... B (;:J.2'/ b2.., _____ _ Plan File No·------------~ Govt. Contract No. ______ _ OSA or OSHPD It------------~.-·· Contracto, _______________ ,__ __ Other_'---_______ _ lNSPcCTION ___ OSJ-IPD _..,..OSA __ Specialty __ Mm:hanical ---El111;1ru:al ~oof1ng ~.Concrete("~~,~ _Mai;onry _ Str1,ic1 Steel _ PreStr!!5$ Cone _ Pile Driving ........ Fireproofing _ Waterproofing _ Non·0estl'\lotive _sons Tect,nician -8atcl'I Plant _ eon Pull-Out MAT'l. SAMPLING _ Concrota Cyltndors Cement rtar Samples _ Or t Samples _M;;.'1$0 _ Fireproof IJ _ Units (bloc or brick) _ Asphalt Con te __;__Aooflng _Reinf, Sleet _steel _ H.S,f!Qlts _ Tendon {PT Strand$ _Other ____ Otller ____ _ _Other ____ _ OTY . MATEFilAL DESCRIPTION INSPECTION CHECKLIST ....,._ _-Rini.: Robar ______ JL Plan ll, Sp,1c~~D'l,~1,:>,: 1 ,:EP _ __ Aini.: W.W.F, _____ z1ear:;inr.r.~ ~---,..--, • .. J,I ?i ,1J __ Rini.: Tendons _ ~~1tior1s I 7 ""7 ~~-t __ Col'le.: Mix #/psi _ S1zor;...,....P/--f/'.....:.t/> __ ,. ___ , ~ -Coni;,: M1~ #/psi _ LilpS_ _ _ conr. : Mix #/psi__ _ Fut11m Cm1t1nuity ~/p•11,. .. ___ Grout: Mil( lf/p51 _ Con:;oll(!ahon_, ____ . __ _ ___ Mtirt;u: Tv.pe/ps1 __ Morl,lr B,1tt:h1n9 ______ .•• __ Units: 61oek _ Elr.ctro,fo Star~9~ ___ ... ,.-- ---_ Units: 6riek _ Torqul'l Appli•!d -~-..... . ____ Steel _____ ~-- -_ H.S, 9alts ______ _ CorrectiVP. action required __ ~;;,_!,,,...:=::.-...-..!:=::Yi...i:......rm.,:a-Corrections completed_ CERTIFICATION OF COMPJ.IANCE; To the bast ol our knowledge, a.If or lh§.z~~!d work, unless othetWise noted, substanti.illy complies wilh apt,ro~ad P tpec:ilicalions 11nd appllcable sections of the buifdtng c¢des. Thi$ report covw!'s the ,,a~ons of the work il'l:.pccted onty and does nol constitull;I ensineenng c ton or project control. ( . "\ -. .. _ 5 .. 0h"f J -ot./'5' _ INSPECTORNAME. Ch<J'!JPn\19fk<:< ..osfr.No. 2 jff'7 =l:i -/J(')r"f1~0te•rtt1 ll-_...__...... .Y --L, ~ ~ ••on.,.,-no AIANAnJRE ~ -----·::,, DATE lp-s ~ (). /?~ PSI Fax:8584551170 Dec 22 2004 14:02 P.09 /J' ,lillnfonnation ~ .Tb Build On EngltMHfrlng • Consulting • Testing L£ll~'l,-'1 Page...Lof_ INSPECTION REPORT cuENT, £/4Jtt; ~a ~ DATE 7 .. ,1-a y' Architect PR.o(F.r ,5$f l~J.0 Z:,H,t A-<''-'0 S 1 -. f Engineer /?. 2../L.. ¢Ml . Contractor ~CfL.f_~~.:,,_(.,J ~Jt~~ ff lJ 1riSPECTION MAT'L SAMPLING -OSHF'D -· Cancro!@ Cylinders ___ .• OSA _ Ceman! . _/4r.1Mlly _ Mortar Samples -· l\i1,1,;h,1111c::\I _ Grout Samples ....... -Ch11:1nr.nl ..,..... M:1:;onry Pmim~ -·---Aooftnu _ M.:rn0nry Block .• -·, Concmt'l ___ Fireproollng __ MMonry _ Units (block or brick) ·--Struct Steel _ Asphalt Concr!lto __ Pre-sitess Cone _Roofing __ Pile Driving _ Reinf, Steel _ Fireproofing _Steel -Waterptoofing ...,....H,S. Bolts _ Non-Oestructivl! _rendon (F'T Sttands) _Soils Technician ~Other ~ Batcn Plant _Other _Soll Pull-Out _Other REMARKS OTY _....._. - -· -- ~ -------·- -- ~-~- ---- -- PROJECT (Name) f:/01< ·lt.X ~ t3 f (Add~ess) Mt't> /d:_llgp-,. Av C&JW ~. ~t2~i?..a .. REPORT NO. c,--:t'z -f/tn,..tJ~,..._. __ Building Permit No.--~-=--~--~--~-- Plan Fite No . ..-.-.-0:a__--=c).:..........~....cG,~~=c><---~- Govt. Contract No. ------~----- OSA or OSHPD It Other~----------------- MATERIAL DESCRIPTION _6 :i~~~:'.~:~ CHECKU~.~ _ R111f.: RQl,l,1r _ -_ Rinf.: W.W:F. -.LCll}M.lnCP.fi _ ..&'0s111ons ... ~ . _ R1nf.: TenoQn$ __ Cone.: Mix 11/p!;i ~,zes ~---····-= _ Cone.; Mill #/psi _Laps ____ ~ _ Cone.: Mix ij/p1,1 ·~ Fulure Conhriuity ~/psi ___ . ~ Crou1. M1ll. ll/ps1 -~ Con:;olid,1han ... __ Mor1ar: Type/psi •• ,._ Morti.11 l);itchtnQ .. _ Units: Block __ E:lar,1rorJf) Slorag,i _ Units: Brick _ Torq1io Apphrid -..... _Steel, ..--·-·· _H.S.Bolts .. , ... _ Metal Decking - -e1ectr0oes _ Fireproofing --.L Other .{fl a,.e, Y ____&Li[ _ Comictive aclion reqvired __ > _ Corrections completed ~ tr:,,xy al( Arc'-14,e lk//2. f2'>? o~£ &£.li';S~ µA.J t£ ~Wx$~72:!~i~, :~dtt~~ tr,,ry Cl~u. d~ :r/>(Jy, llo,i,f. ~I e'JyM .JA CERTIFICAT OF COMPLIANCE: To the best or our knowledge, all of the r~potte.:i work, unless otnerwise noted. substantially complies with approvc;d plans, ~pecifications and applicable sections of lhe building codes, This report covers the locations of the work inspected only and does not constitute engineering opin• ,on or project control. INSPECTOR NAMF ~6-a/,...VL (~ ·NSPEOTOR S!GNA~~ ceRr. No. aw£ t:tfi't:l& o f??I OAiE 7 .... ,&-pY PSI Fax:8584551170 Dec 22 2004 14:02 P.10 Ji • IJ lnfonnation K • .ToBuildOn l!ngineerlng • Con$Ultl,,g • Testing toll~ ~i Page..1...of_ INSPECTION REPORT CLIENrf-log~ <e 'C oAre--7.--&-aK Archilect~tJ/-L~-&-.5.-_ Engineer.Jl A :t/. ~--------- Contracto~J:Jr....JJ_Fir.//br!'/ /-7.:" JC iJ INSPECTION MAT'L SAMPUNG QTY ....... _0$HPO _ Concrot¢ Cylindnrs ----,--OSA ~Cemr.nt -•...... Spn.cialty _ Mortar Sample$ -...... M,1,:t1;1nica1 _ G1ou1 Somples -_ .•• E1t,r.111r.al __ M;;ssoruy Prisms --·-· £!1)0hng _ M.i:-;¢nry Bl0t.:k --• ·-·-Concm1e _ F1mproofing -_,_M:l!1r,miy _ Units (block or brick) -.~uct Steel _ASpha!t Concrete --~Pre51fess Crme _Aoofing -_Pile Driving ___ Aeint. Slee! -_ Fireproofing _steel -_ Waterproofing ___ H.S, Bolts -__ Non-Destructive _ Tendon (PT Strands) -,_ (:!oil$ Technician _Other -_ Sarch Plant _Other -.......,.. 6011 Pv!I-Ou1 _Other - REMARKS PPIOJECT (Name) E:1¢1.e. ~0 (Address) Ltt~ ,Ji//o/1 ~ ~Al ·@. f..1.cse REPOATNO, ____ _ Building Permit No . ..OP,,~-2~ ,;;. ____ _ Plan File NO---------------~- Govt Contract No. ------------~ OSAorOSHPD#------------ Othor., ___ ~------ MA TEAIAl DESCRIPTION ~~!~::~!~~-LIS~ _ ti1r1f .. R1Jb,,r ... _,_ -·-Rini: WW J:, -/21irnr;rncr.!; ____ ... __. R1nr: Tendons_ -·· _poi.1IIOM -~ •... _ Cone.: Mix 11/p$1 Szri·· -~-·---· ,. ___ , --Cone.: Mi~ #/p$1 . =Lai),;_ , . .. __ Conr..; M,~ II/psi---~ _,, __ Fvlur~ Cont1nu1ty ft/p•;1.~ .. -·-Gmut, M1~ Nips, ----·· --··· Con:;ohQ,'ll11.in____,,~- · __ Miirtar: Typelp·M ----.. ____ . Mort;\f BJ!chincr -· _ ..• __ , _ Urn!ra: Bicek ./El,n;lrocliJ Stcr.10•1 ~. .. ~Vnit:.i:Srick. ·~-__ Torq11Q APJlllod ~-· --. --7".1~~1_ /9fC1/ Z.., :$ _ -·--_, -H.S. Boltstf:3~---_ Metal Dec~ing ·-· _,Leleftrodes ~.2 _.-ilt!j!!~Mflg I Q:6.£ _OtMr _ Correclive action raq1Jirod _ ~ Corrections CQmpletod _ -I,}~ · r2.~ &&/4,1.,. B/'.e., =-£?/,=l). c "" ere B,=; ~-.2 ICE& PIW1l ~ 191.CMj' ~ L'M' ~ s1, BY-i::.,,..,s, ~'ff:o/2 ~&S ~ 411 ~ ~ .n ?hF ?ev4r. Otl.U ~+. . ,_I . CEATIF ATION OF C Pl.lANCE; To tlie best of our knowledge, all of tlie reported work, unless otherwise no,~d, s1.1bstantially complies wi!h ~pproved I-" specific: ions Md applicable $ections-0r the building codes. This report coveri the locatioM ol 1he work inspected Qr\Jy and does not eonstitute engineering < ion or projeel control. INSPSCTOFI NAME ~.la;/__~ 6, tit';" NJ. (PllnlCleslfy) •~ic:l!cir::r.Tr'lR !=IJONATs;;:::::)_,'4,_,.._,..7f"'fjj;l::o------ CERT,NO.k~:£: t:Jf'a&et~!'t) DATE 7 ~9 ... tJ ~ PSI Fax:8584551170 Dec 22 2004 14:02 P.11 ~II lnfonnation '-.4SI.I.ToBuild On u\\(Q~ ~q Page...Lot_ ltuglneerlng • COM;UIUflf/ • TesUng INSPECTION REPORT CLIEN-rf:/4 o/° OATe-1....::.//. •Q~ PROJECT (Name) f./a&Jy'Qo ,A,.,fez (Address) Lfl~#a,,,9 ~J C4rd!;''4.L. (A. f~..13. Architect ~t:>7"-HS.LKe_ ?~~- Engineer £ 2 1/ IP&!:f · REPORT No "G-r~--r.~-- Building Permit No. L22~-h;2..___ __ _ Plan File No.~~·~----~-~----- Govt Contract No.-----~------~~ OSAorOSHPD#-----~--- Contractor Ct:$.~/:ys-4JV~u 4-" ~ Other .• ~--~"---~-_....,_.., .. _.,_ _______________ ... INSPECTION .... 0$11PO ___ ,QSA ____ S1'11!t:1:11ty -··· M,1r.han11:al --·, • EltJ1:1r11:a1 __ ,,_ fl!1it,trnu ~~-Con1:ro11~ -~ionry --S!rucl Stol!I ...,,... Prestr!!s~ Cone -PileCrivmg _ Firi:tprooling __ waterproofing _ Non•Oestructive _ Soils Technician .......... Batel'! Plant _ aotr Pull-Out MAT'L SAMPLING _ Concmte Cyilndn.ni _C!!m(ml __ Mort.-ir Samples _ Grout Samples __ MJ:;onry Prisms -~ M.;~Qnry·Block _ Fm~proofing _ Unlls (block or biii;;k) __ Asphalt ConCtOI!! ~-Roofing _ Reinl. Steel _Steel _H,S.Bolts _ Tendon (PT Strand$) _Othitr _Other ____ _ _Other ____ _ MATERIAL DESCRIPTION ~ECTION CHECKLIST ~ fl,nf · R•:b,1r -··-~-----···----.... ___ , l"l,111 & Spm;:, ···-··--___ . QTY ~ _ R1pl.. WW F --~~·----~•),lr:rnco!; ____ _ .. . ___ A,nl.. Ten<l1m:s ______ ,._~---~,on:; ___ _ --'-"-_ Cone;.· M1>: lllps,____ -~es_, __ Con,:,: Mix ,1p1;1_, ___ ···--·~ _ L;1ps ~---- --__ Cone. Mix #/p:;1 __ ~-------..... _ _ Comictive action required~ _ _________ Corr!!ctions completed _ 11-AA-. ~..B ~-,as (4[il¢ ~ -CERTIFICAT HOF COMPI.IANCE: To the best of ,:,ur knowledge, all of the reported work, unless otherwise noted, substantially cornpli!1$ wltti approved plar specifications and applicable sec1ions of ttle building !lodes, Thie report covers the locations of the work inspected only and does not constitute ~ngineertng opi, ion or project control. t;,,,.., INSPSOTOR NAME ~/J up' ,c/S' (Pllnt Cieaily) -INSPECTOR SIGNATUIQ.,6!I,L -. • -· -..... •""IAll'h CERT. NO.C'lJf af/Ad Q Y? I ~ ?:Pl PSI Fax:8584551170 Dec 22 2004 14:03 P.12 l ~ · /Jlnfonnation I: .ToBuildOn Engineering • Consuffing • Te.ting tunwl .... \o Page..Lof_ CLIENT_ f/4:f!Xf't2 oA re ? .,./ t":-tJ V INSPECTION -.••• OSHFIO __ ,.OSA __ Sp,walty .. _ •. M•1r.h;'1tl11':al ,._, __ e1,,1;tr1ci1I -~" _ A,iol,ng ___ ..(;crr;r•Jl~ -~M-1sonry ~n .. r.tSl!!ol _.l'restre$G Cone _ 1'1le Oriving _ Flr!!proofing _ Waterproofing .--Non-Destructive _so,1s Technician ......-6.iteh Plant _ eon Pun.out INSPECTION REPORT MAT'L SAMPLING QTY ~ Concrdtt~ Cylinci,:rs -~ __ cemont -_ MMar ~arnples -...,.._ Grout Sample$ -- ·-~ Masonry Prisms -_ Ma!lonry Block ____. -·--rimproofing --· _ Unit$ (l;iloek or l;irir.k) -.. _Asphalt CcncretP. -_Aoofing -_ Rein!. Steel _Steel _.. H,S, BQlts _ Tendon (,PT Strands) ~ _._Other -_Oth~r -_Otner ~ PROJE:CT (Name) £/4:a-~ h....-;!£> (Address) /fe..,t:'~ de:£. (2wt,s:6~(,;,A~ REPORT NO, ~8-s,!_ __ Building Permit No. O~r!l.9..($~ Plan File No. ____________ _ Govt. Contract No. _ OSAorOSHPD#-~-------- Othcr-~--~--·-····---~---. ·~ .......... _ MATERIAL DESCRIPTION INSP!';CTION CH~CKLIS r ~ R1r,I · Rrill.ir --··----.... _____ ··-· Pl,in & Spl}r.:; •.• ··-... __ R,n!.;WWF _______ ~-·· Cl<1,H.:lf11JQ$ -~--••• ........ _ F\1111 , l'enrJons _____ ~-.... Fll!!tl101tl _,._ ... _. _ Conr, : Mix #/p!;1 ---s,zas __ ~---·--- _ Coni;.; M,x U/p;1 ,,_ ___ _L;ip:; ............. ··-Conr..: M1~ #Ip·;, --_ Fulurfl Con11nui1y #/p•;1 .. __ Groul: M1J1 "•'ps, ____ ~, --·· Conr.oltd,1t1on _____ ,,_ ' .. __ Murtar: Typ'.!/ps1 _____ ·--~-· --~ Mor!;H B,11<:h,ng --.. ••· ......... _ Un1!!l Blo1;k _________ __ Elllc:troiJ,1 Slor.1(1•1.__P.4,_, )2{'."'ts:a-Hs-:,-.. --Torq,1P. AppltocJ -·-_ --~-.. -~"~ -· -. ......-.... ............. • s.eons ~ ~IOecking ~ , -----= . rode$ ~C, _. Fireproofing - _Other _ Corrective action requ1md _ _ Correclions completed--· cei:i,:' CATION OF-COMPLIANCi: TO the best cf our knowtedg~, all of the reported work. unless otherwise noted, sut>stantially c:omplies with approved pl. speci 1ca110ns and applicable sections of th& building cOdes, This repon 1.0vor:i the locatior,s of the worl( inspected only and doss not constitute engineering o~ ion Qr project control. e1--+-, ,. 4> JNSPECTORNAME i2&.1cJ.tJ~l',c/$' ceRr.No.t&!X o-t:/''3~e>-YV JINJ37 INSPECTOR SIGNATV~ DATE_·L..1_~.:;:1$:-..~_..-t;,':.-.---------- PSI Fax:8584551170 Dec 22 2004 14:03 P.13 l 2 '~frifonnation • .ToBuildOn {t \·\~O r \ \ Page-Lof_ Eng/Mering • consuif,"ng • Testing INSPECTION REPORT Architect Engineer Contractor_ ~·--~· -'-'1 ___L___ INSPECTION MA T'L SAMPLING QTY .,, OSllP0 --·-Cancreta Cyl1ndP.rs .. _-:... .. ____ Q:,A _Cemont -· --~ Spar,ially _ Mor1;ir S;,mplas -..••.. M,n:h::1nir.a1 _ Oraut Samples ....... Ehi,:111c,1! __ ._ MJt.Qnty Prisms ---'" ··--Hoofinlj _ M.i:ionry Bleck -- -~-~·Concmf P. -· Fireproofing - ~ionry -. _ Unit:; (block or brick) --·--·Strucl Stael _ Asphalt Concrete -~ Prei.tr,;i:;i; Cone -~Roofing ~ F'1I~ Driving _ Reinl. Ste@! _ Fireproofing _Steel _ WaterproQting _H.S.601\$ _ Non-Oesttuctivc _ Tendon {PT Strands) -Soils Technician _oow -_ 8.atch Plant -.-Other -_ Solt Pun.out _onw -- PROJECT (Name)~ s-.... &!Q 1'-t.1€ (Address) .... ~_..,,,~ .... _.,_>~6, 9-A-k ~Ad~~ REPORT N0.0.:~ --1/~-- Building Permit No . ..c,-J;J~.!f~..,?_ ____ ,, .... Pl~n File No.-~---~------- Govt. Contract No. ~---·--- OSA or OSHPD It-------····~·----~ ....... Other ____ -·-' •Mh MATERIAL DESCRIPTION ~NSPEC TION CHECKI.IS r ~-Rn\!: R•lll,H ··-··-·--·----·-·-~ P. !jp,•r;·; .... _ •••. ___ Rini . W W F _ • --:-?o:: r.1111:r!•; . ·---... _ Rini.: Tondom;_ __ __ Com; : Mix #lp-s1 __ -;:;..-0~111011', -------z:~·· ~ .. , ........... ~~-- __ Con1:,: Mix #lp:;1 _______ _ U:1p,1 ... -··--·~--~ ...... ·--Crrnr: : Mix "'p1;1 ·----., ... ___ _ ruh1r•1 C,m1u1rnty 111p,;1. __ Gn)11I. Mix nip~,~---·-·· .... __ Con:;ohrl,1hon, __ ,,,, __ Mmlill. Typr1.'p·1, -~·-·--··-··· ·-· -··-M,irt.1r fl,lf,:h1ng ~-· Ur,11:i Block __ _ Eil)ll!ror!,1 Sto111<Jt'Iµ';,,/!. 7-Unit~'j~--.:_;q--· _ Torqu,i Apph1?,j ----· .. ~IP.El ~-•• &j. ::2 :;, ---·· -~ ..... . . . s. 6olt$.~.2.E...2... -............. . .... , -~~~2 - _ Fireproofing --· _-_Other _ Corrocl!VP. ar.t1on requirr.,1 -...... _ Co1rec1ions completed __ .••. TION OF COMPLIANCE: To the best oh)ur Mowladge, all of the reporteowork, unlsss otherwise noted. substantially complies with approved piar specif ions and applicable sections r;irthe building codes. This niport ooveri: the locations of the work inspected only and does not cot'$\i\.ite erigincering opir ion or project control. INSP!:CTOR NAMF .1.~<,::ll # ~ (P;;z_ INSPECTOR SIGNAT~ F'Sl,8-900•170(~) CERT. NO. C,,W.£ t2 ~Q W'l P'PI OATE ? ;/JC-a;;/ PSI Fax:8584551170 Dec 22 2004 14:03 P.14 l 9, Information . • IIJ .ToBuildOn Page...Lot_ Eltgineerm, • Consulting • resting INSPECTION REPORT CLIENT f:/4,,iya DATE 1:,6 .. Q,JI Architect O,;;,p,tt~lcV? .Z:.,.~..._4£. ___ _ Engineer /J.z.. lz' ,6A/f--...----~...,.... Conirnctor.C-~ wp/,J"l-// TF .J INSPECTION MA T'l SAMPLING OTY --.•. OSHPD _ Concro1a Cyhntl,1rn -, __ O!~A ...,._ Cement -· ····--Sp!'l(.1:11ty _ Monar Samples ........- ____ f,for:h,m1r.al _ Grout Samples ---·-· El,1,;1rir;,1I c......-Maaonry Prisms ...- . ___ n,)1i1,119 . __ M,isonry Block -_, .. Canr.mt~ _ Fimprooting -___ M,1mlnry _ u,,1ts (block or brick) ~ /.~-Slni,:t Str.!J:il __ Asph;ilt Concrf}te ~ __,....Prei;trl!ss cone _noofing --_._ Pile Driving _ Aeinl. Stoel ~ _ Fireproofing _$1@@1 ----_ Waterproofing _H.S.Bolts --N0n•Destructive _ Tendon (PT Strands) _$oils Technician __ Other _ Batch Plan! _Other -- _Solt Pull.Out _Other ~ REMARKS PROJECT (Name) #r« '7R9 ;'(,ff;,~ (Address)£"l!' tfA,//;f? ,£1/_ c,ukJ.A:i..~. ,U.ao RePORT NO, t) s:cr-· U;t.C-~ ·- Suilding Permit No. ____________ _ Plan File No·----------~--..._._ Govt. Contract Ne. ----------------... OSAorOSHPD#------~--~- Other~-------- MATERIAL DESCRIPTION ~PF.CTION CHECKLl::i T ___ F~u,! . Robar -= Pl.rn !, Sp,11:!, -·· -.... _ R111I., W.W F. .LClt~ar:inr.i:-:; ··--.. -· _ R,nl.: Tendons _/ Poi;11Jon:; _ Cone.; Mix #/ps1 Zs11.P.~----· .LL.ip!i -.. ,,' ~ Con1: : M11< #fps, __ -·· ___ Cone.: M1,1. #/p1;1 --Futim~ Con111111ily #/p·i, .••. _ Oro,it. Mix #/psi ___ ~ CQ11110JuJ,1t11,n_M·· ___ Mortar· Type/ps, __ M1.1rtur B,11c:r11n(J ____ __ Uni1:;: Block __ El!!r.lro,J•t Stor.ign _____ 7 u,;m,sri<~ __ Torq,,~ Ap~hl'!d __ ~St~ol~ 'J _ ...... .. ~.s, eo111;i (is£ ····-. .,,,.,o,~ ·--____ .,, :::2'E1ectrode1:i ' _ _l"iFf3~FtQfj""11't :_...pc:J -· ~Other _ Corrective action required __ _ Corrections completed_,, ______ . Ate,ved ez-r ~c 024 u.1U~.e!J 3~,a1; ~t: dA:fr'-(1,19/kr #'}I!£ J(J.se: 17,,,f,...!_q y ~,,,/~?L~ L&'be'.--~- 'f vs'CA~ #i.L ,,e 3:u-~..t.zH ~ AflON OF COMPl,;.I ~. To tt,e be$! ol cur. knowledge, all of the reported work, unless otherwise noted, substantially complies wiln approv1:d pl~ $pecif' Uonlii afid appl1¢abl ections of the building i;;0de$, Thli.i report covers lhe locali0M of th@ WO(k inspected only and does not 1;0nslit1.1t11 engirieering oi: ion or project control. INSPECTORNAME,PAt{,,,,pl t.J qp~A(..(' (f'rtnl i.':1Hr1y) 1' INSPECTOR $IGNATU--Q G+1..# DATE--::?:.--_b_~_o..,...._,t;,"" ________ _ PSI Fax:8584551170 l -;, Infonnation .ToBuildOn Dec 22 2004 14:04 P.15 Page..Lof_ Engi1teerlng • Cancult,ttg • ~nittg lJ\\~ -lQ--, INSPECTION REPORT · / CUEN~~ DA TE 7 · 1?.,. (l Y , Architect~/<eW~~lld-..Ap..,.,?S,:;..:::...o,, ........ __ Engineer R O I/ 1£#.lJ . C ontractor _c; ,e~d}, .. ~ -~~/ - INSPECTION MAT'L SAMPL.INO OTY __ OSHPO ~ Concrct11 Cylind11rs --~OSA _cemen! -__ spuc1aity ~ Mortar Samples -•• , ... M,ir:l'l,1n11::al ·--Grout S,111'lplei; -~-·•A ElilC:trl()/1I _ M,:i11onry .Flri~m3 ~ ___ f~1.ml111g ........., M,,sonry Block -_.Conr;rete ~ Fimproofing -. --~asonry _ Units (blor;k or brir;k) -~ _ Strur.t Steel _ Asphalt Concrete _ Prestreu C0r11; _Roofing --__ p,1~ Driving _ Rein!. Steel -_ Fireproofing ·~Ste.el -.,--Watetproofing _H.S,6011$ -_ Non•DHUueliv& _ rendon (PT Strands) --_ Soils Technician ........ Othet -_ Bator, Plant _Otller ......_ .....,...,. 8011 Pull-Out _Other -- R&MAAKS PROJECT (Name) ~4 ~ ~ {Address)/f~ ..... ---+=~...,~p. J..-,e CM!h/4/·r/() _ REPORT NO '2 Cf-f'i:J..0.. ..... 8......,Y,,:.-__ Building Permit No . .d~..2....------ Plan FUe No·-~---------~-- Govt. Contract No. _____ _ ·----.. ··-····· OSAorOSHPD#--..--- Othor __ __________ ___...._ _______ . MATERIAL DESCRIPTION ~~~:~:'.~:! CH~:~LIS T __ Rull. R11b.ir --··-.. -··- -'--ft RIn1: W.W F. _______ ,/-CltMrn/\1:fl•; •r----• , _ R1nf: TMd•)nr. _____ -~~ill()n:; ·-----··· ... _. _ Con,:.: Mix #/p~1 ____ ~S1zr1i; ¥-----_ Co111:.: Mix U/p:;1 ______ _ccnpf; _________ , .... _,.,Con,:: Mrx U/p•;1 ·--·--_ Futw1) C1ml111U1ty ~/p1a -· Grout. Mix ij/p•;1 _, C0ns,ihd,111on~ •.. ___ M<Jrt:1r: Typ,)/p:ll _ Mort,11 B,llr.hino ~ •.... _ Ur1II:;: 61ocl\_-~-_ El,,ctrc.irl,! Stor.:ig~ ~ •. _ Units· Brick ....-Torq,111 Apphl'ld __:_. ........ -z....s,,,,,,s.~..MSSJD----·· --····-H.S. 60lt:....fl_j~~ --· ,._,_,,_ . / Metal DecK~IJ ;, .. --L Elec:trod@s ~ _;7;2 !: _ Fireproofing -· _Other _ Corrective acti0n raquimd __ _ Corrections completed-.-. .µ~ p,.!r &:nHf?IP:6 Gi? &-11_.,s; u,,.,,,Jf fi-t1Jtt n P'Y '/Ji-;i-w«ht.) ~_rC~2~ k/t "7Lcr:t W¢./:< C~~ #>8.7~ mt?&tt. ~trd; -t r:krltdi5>1: ~ w~/g,Aexc. N~o/ _ . l&n&. f'~ ~tl::?'./.S 1], ;i'b&< ~~ dr°" ea7 ~ CERTIFICATION OF COMPLIANCf: To the bei;I of our knowledge, all of the reported wotk, unless otheiwi no ed, substantially compiles with ai:iprcv~d F spec:ifieation; and applicable sections of the bullding coaet:. This r!port r;overs the locations of the wotk ins cted only and does not constitute engineering c Ion or projee1 conttol. · INSPECTOR NAME -:o~ 0< ~ S, IN•PeCTOA SJGNATU~:: CERT. No(Ali=: rf. tt'Obd '?7/ OAT!; 7""/(/,,(17!' PSI Fax:8584551170 l ii] lrifonnation • .ToBuildOn Dec 22 2004 14:04 P.16 Page...Lof_ Sttglneerl,tg • Cottsultlng • Testln9 INSPECTION REPORT cueNr ____ T .......... F_w ________ _ DATE -9.>~~ Ss:-'2..-di PROJECT (Name) r:!Lo.,1,.u.p-c (Address) /.'k,p Wlr,p /.1-c.-(., c'Jkt.L(Lfllf:6 REPORT NO.· D s--'].-~(£cJ ri Architect~----'---------------Building Permit No. ____________ _ Engineer_ ...... &..._._Z_~--------~-~ Plan File No.--~~~--~--~--- Govt. Contract No. ____________ _ Contractor .... ____ ~----""-~------- OSA~OSHPD#--~---- Other--~---- INSPECTION ..... OSHP-0 , _____ OSA 4sp1>c1al1y . -.,.M•!r.hanir,al ..• , •• rIrn:t1Ii::nr , .• -11m)hrl(l ···-· Conr,rote ____ M.JGOn,:Y ____ srrucr Steel -·-· Prel>ln>!ie Cone _ P,le Driving -rireproofing _;_,., Wat@rprooling _ Non-Destructive _ Soils Technician _ Saleh Plant ·_Bolt Pull,Out MA T'L SAMPLING . _ Con,:rolf) Cyhndms _C11mont ~ Mort,1r Sample:; _ Grout S'°lmple:; · _ Masonry Pti5r'l'IS ~ M,)i,onty 81oc~ _ Fimprooting _ Units (block or brick) _ Asp hall Concrete _Roofing _R@inf. Steel _Steel _H.S.Bol!s _ Tendon (PT Strandi) _Other _Other ____ _ _Other ____ _ OTY MATERIAL DESCRIPTION INSf~ECTION C,.H~f~I.IS r __ -~ R111t R,1uc1r (i/££:P_ .~l,m & Sµ,1,:,; ~lif;:{, ____ i:i111f. W.W.F. ______ --~ Cl•Mr,Ulr:rm ______ •• ____ R1nf .. T@ndons~----__ Pos,ticm:; .• ~---·-.. ~·· ~---. Cone: M,x ll/p51 ____ ~ __ S1.in:i ___ • __ ,, ________ , , . ____ Cone : M,x ·#tps, _______ Lt1p1; ---·-·----,,.-., ... ___ Coni: : M,x ~/p!l1 _____ __ Fu!um Cr>nhn1i1ty #/ptJi_ ___ _ ____ Oroul Mix 11/ps, ________ Con:;ofuJ,111011_~--••• ____ M,m,v· Typo/p1;I --~~--·· M1Jrt;ir 8,111:hIn!J ___ ....... .. __ --. Umts: Block _ E:ler.trorJ,1 Sror,191! --··. ... • . _____ Unc!G: Bm;;k _ TorquP. Appll11cj ____ ...... . __ Steel ____ ~ ,,j __ 7t7.;.-:-;:-:-: -:-~r-:7-J.._'1.··,,j~··; _ ~ ~ H.S. Bolts _____ ~~ '""-'" 1~~/'-1§.f,,HJ_ ___ Metaioeclling ____ _ --erer.trodes _____ _ -6~°m.TH= ~rrecliv!! action requirod,&.,:0- ~ Corroclians complet@d __ _ :::eRTIFICATION OF COMF'LIANC!: To !Me best of our knowledge, all or the reported work, unless otherwise noted, substantially complies with approved planG, ;pecificatioqs and applicable seclioris ot the building codes. This report covers the foca!ions of the work inspected only and does not constitute engineering opin• on or project c0n1r01. Sl,B,900•170(2) PSI Fax:8584551170 Dec 22 2004 14:04 P.17 J , 1p,iformation • .ToBuildOn Page...1..ot_ llnglneerl,tg • Consulting • TesUng INSPECTION REPORT CLIENT_Tf ____ W ____ _ OATE-~..,._'-4,_ • .....,·---.:0---...:f_~ Architect ____________________ _ Engineer __________ ~---'-----· Contractor ____________ ~--~--· lrlSPECTION MAT'L SAMPLING OTY ---OSHP0 _ Concrcll.l Cylimfor:; -_QSA '_c-.ment --, ·-Specialty _ Mort.ir Sampll:!~ ---·-M11cl'l3nical _ Grout S~mples --___ Eler.trical _ Masonry Prisms -_Roofing _. _ M;,i.~onry Dtoek --___ Concrete _ Fireproofing -_M.lsonry _ Unils (bloek or bri<=k) -,--bl.. Struot Steel _Asphalt Concrote _ Prastress Cone _Roofing -_ Pile Driving _ Aeinf. Sleet ---'"-Firepr00fing _Steel -_ Wa!erpraofing _H.S.Bolts _ Non-0e$lructive _ Tendon (Pr Strands) -Soils TeQhnician _Other -_ aateh Plant .......... Other _Bolt Pi,Jll·Oul _Other -- REMARKS PAOJEC1(Name)t-¾'.1n ~ (Address) J'iw; !.&Js"ff .t! A-t-- QJ4+US&~ . REPORT NO. C,S'j-t./00:lt<./ Building Permit No.------~---- Plan File No·--------------- Govt. Contract No.~--...-----~~-·----· OSA or OSHPD # ------------ Other------------·-----.,-..... MATERIAL OESCRIPTION INSPEC TIONAf!P._K .IS T _ Rrnf : Al:!b~r S7':'::-p1,1n 1/,. Sp~t:!i _ ... ~- _f'lulf .. WWF. _ C!11.ir:1rv:n.1; -·-·~--·-... _ R,nt.: Tondons _ PQs11i1Jn•; .• ... _ Cone.; Mix #ip<;1 _ S1l1111 .•. ···-----, .... ··- _ Cone.: Mix #/psi _ Lupu_,,. --_ Cone : Mi~ #/p5, _ Fulurri Cm1lir,uily #ip•;1 . ~ Crout: Mill Hip.$1 _ c,m:1(Jli(l,11u:in __ .. .. _ Mor13r: T ypP./p,;1 ___ Mortm D,1tr.t11ng ____ .. • _ Unil;1: 61ock ____ ~ ~E.l,i1;1ro!l,1 Slorag~1c=.{ _ Unils: BrickZ:::: _ Torq1J•1 Appliod ---··· ... .t!(....stee1.al:! ~ rt.-Pc;trt ~-' _ H.S. Bolls~ (>l. ~Lll.'. -~ ... -Q{__ Metal Decki~'-/:iAI -· ~ Electrodr.s 7. .. _ Fireproofing &orroclive ;;iction requir•~~, _. _Other _ Corrections completerJ -.. 1A5.fJM<W ~L-£f-+..l k-e,hk) J: 2.trC--x..d_/(~ o:?v ~ ~. AA . .skD~ C?L1L kf()~ b~tJ s -3 . W:f'.1 t 'kl.'!J t.,.1. tJ.i. c.~ 1...,. M ~ E/4-oK 7 CERTIFICATION OF COMPI.IAN_Ci: To !hi! best of our knowl,edge, all of !he raportad :,'-'Ork, unless oth7rwise noted, substantially compli~s wlth appro~ed p: specifications and applicable sechons of the building codes. i-h11 report covets tM loeauons of the work inspected only ~nd does r\Ot consutute eng,neeMg c ion or prc;ijeot control. CERT. NO. ~ ~ upa 22,.:@. . DATE y~ PSI Fax:8584551170 Dec 22 2004 14:05 P.18 L IJ Information • .ToBuildOn Engineering • C01tsultlng • ntstlng 0((!)2-o ·-\ti\ Page..L.of.L. INSPECTION REPORT CLIENt ________ _ DAT5_1_.'( ..... ~t ...... (j_,_, __ _ Architect PROJECT (Name) F°I" f'"" e. -f-p 0 (Address) ,q,o K~l[i:>_f} CC\,-.I ~b'ld REPORT NO. Ql~_l1-q(C,:~ 1· Building Permit No. CBOz.:z..96 '2.. Pa,~rt"~~~\1'4,L (""'"~'b!-~ in Arf.:h,te<.,i'-,..{I"'(. ~ (l{e;..1,i,1 '""'\ ~ "H'':'" o ~ngineer _______ _.r-.........,~~~-~=-,:-"v'\..:.;~;f-i~"1, ,.:,.., .... a____ . Plan File No.~----~---~--- Govt. Contract No.--~--------- OSA or OSHPD # ~-------~--, Contractor ___ T~·,...:..F_. ~w ... · ___ . -----~--,.-Other--------~~-------· INSPECTION ~SAMPLINO OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _,O$MPD _ 0non:t1: Cylindl!IG z. ';.,fil_ _ Rini .. Robar L PJ.:in & Spnc11 ... ___ 0$A _ Cement ~ 1./ _ _ A1nf. W.W.F.~ /clei.'lr,,nr.ll:l_ ---·---Rini.: Tendons " ___ Specialty _ Mo_r1ar Sampf P.$ _L Posihorni 7 Cone:.: Mix #lps,52'!.00'1/ ~IZP.S_ , ... __ ,.. ___ _ .... _ M,ir:tt..1nical ·~Grout S!lmples ----~. .. .-1;.ll)l;lflCal __ M,1sonry Pri!;mG 2{onr..: Mix ~lp&1 ~~ ('~ _Laps ____ _ Cone .. Mix 11:ps13<)l/OQ7 f~ ·-· .. ~(J(.)fing _ MJsonry Bicek ~11rP. Conl11111ity #/p•li_., ___ Concrote . _ Fireproofing _ Crout Mi~ u,'pm _-Jt,lll,,~:!L _ C0nsoh1Mhon ....... ~--Mol!30nry _ Unils (bl0<:k or briC:k) ~-_ M1Jrt.1t. Typ,1/psi _ l'vhlr1,lr e,.1tc;hmg ---·-·. ·-·-- _ struct Steel _ A$phalt Concrete --_ Unit:;: Block ---_ El,,r.1ro<111S10r.1oi, ____ ... _ Prestr",!i;s Cane _Roofing --___ Unit~; Brick _ Torqun Apph•1rJ ----·-·-· . ·-Ptlc Orivin9 _ Reint Steel _Stet,!I -.... .,..,.. _ F;reprooring _Steel ~ _H,S.Bolts -~-_ Waterproofing _H.S.60lts -_ Metal Decking _ Nan-oestl\lctlve _Tendon (PT Strands) -_ Electr0dei. _ Soils Technician ~Other --_ Flreprcoling -·· -----Balch Plant _Other --_Other _ Comiclive action rec:iuir!:!d __ ... _Boll Pufl·Out _Other --_ Corrections completed REMARKS 0~1 S,ik, J;,,r In Sf% hi ... ~ ¢,,;. cmw+e. fleicc,-J-11:•R h;r ypfc.r lcnJ. 'S}g,_,\t--p c>.fc..h t;,s·~1.\S & C:d t-1 '-'"1"°i @ ~~ ~C\S."'1 J, / .f.._.~f 11'\ I} S.. p I 4.c ec:k1 r' ll-\ we jL,,;J 5t-c:: C: ( ?-'--,--k. ~ ;L) ~ . f> I H @. , ~ i Cg t l<t?, s· . ~"l1Crt::f:<! ;?l«r:·,cY 6-1"" 1.1.ff{r J.eyd. c:-4.J-,.._ • .1 cYlJ"C p Ji.._ p{a,c;~. !>ef I I -I\ s \.!""'1.p !) / $e.f 2..... CERTIFICATION OF COMPLIANCE: To tl'le bast of our knowledge, all of the repMed work, unless otherwise noted, substantially ~omplies with approved plans specifications and applicable t;ectlons of lhe building codes. Thi$ repor1 cover& the l0caUons of the work inspected only and does not con&tltule engineering opin· ion or project control. 1NsPeoToRNAME IZeu\V'\ '2-oov,~d '1% (Prinl Clearly) --- !~~~:~!~R SIGNATURE '6,~ ~, · C.i~ Sb ~ \l3 CERT. NO. :5!;60~';2..7 -4q DATE -tl~l.!J ~ PSI Fax:8584551170 Dec 22 2004 14:05 P.19 /J · f J lnfonnation . l:t. .To Build On (.Q \ S"'" d' 15 Page...l.of_ En,ineetlrtf • COnsulting • Tesfl'"ng INSPECTION REPORT CLIENT-~-,.../....._. W ...... ___ _ DATE-' ...... -..... 1_d_~_-_/ __ ~ Architect---------~-----,--- E,igineer _ __._fl._U __ IJ-__ : --------~----- Con1rac1or~~---,...,,.....--------~--- INSPECTION MAT'L SAMPLING QTY .,,., 0$HPO . _ Coneretfi Cylimjm:; ~~-____ OSA _Cem1int -- ~Spl'!Ch'lily ~ MQrta1 Sampl!!s -- ·~·· M,1,;l\nnieal ~ Orout Sample$ ~ ·--···· EIQr.trir.nl _ M,1:;onry Prisms -_____ llootino _ M,1:;onry Bicek --_,_, C()ru::MI~ -Fireproofing ~-__ M..i5onry _ Units (block or brick) ~ __ ,.,.Str1.1c1 sreel _ A$phalt Concrete --_ Prostrosi Cone _AOOfing -·-_. __ Pile Oriving _Rein!. Steel -- _ Fireproofing _Steel --_waterproofing _H,S.Bolt;; --_ Non,Destructive _Tendon (PT Strands) ............ ~Soils Teehnieian _Other -- _Balch Plant ___ Other _ Boll Pull-Out _Other PROJECT (Name), ,,-::./en,~ (Address) .Jie,.Q ,l~© ½:(_ c~ REPORT NO. 0 ~ .J../o-r:tti Building Permit No.,lf _________ _ Plan File No·-------~------ Govt. Contract No. ------~- OSA or OSHPD #----~~~------ Other _____ , MATERIAL DESCRIPTION INSPEC_ri~~I m~ _8,nf Rt:1b..11 ·~ •. °t7?i,1n e, Sp,,1,.,. · .,. _ RInf.: W.W F. ____ _ __ Cl~:1.t:1ni:ll•: ... -· _ R,nl.: Tanac:ins __ Pcs,11011:; --··· .......... Cone.: Mix #/pr.1 " _ $1m:; ___ ·~-~-.... _ Cone;,; M1i< 11/p:;i __ Lap:;-·----·· _ Cone.: Mix 11/p~r ~--F11tiir•1 Continuity #/11:n __ _ Groul. Mix ll/p:iI ___ Con,;olirl,1hm1 .. _ Mortm. Type/psi . _ Moflar D,11<:lling _______ _. Uri,J:;. Bloc:k --El•?i:Jrod•l S!Of.1!Jt) _____ _ Units: Orick __ , _____ ~ Torq,m Applilld ··-. ~Ste11l ........ ._H,S.Bolts O(..~~~: ._ Metal Docking _ Electrodes -... -·. _Firepr~-~~ ~ _ Correctiva .\Clion required_ .. --1 _ Correction$ completed ____ REMARKS ~'~Y 1osp~ 11..&tt, ~ J-:~ ~,w.,,k~ L s;: c,,,.; L.Wf-E b k/JA <N cc4(~ ;54? \~i us~ ¾t:t CERTIFICATION OF COMPLIANCE: To the best cf cur knowledge, all of the reported work, unless other.vise noted, sub5tantially complies wi1h a~proved pla,ns, specil~aticns and applicable secitions of the building codes. This report covers Iha locaticns of trie work inspected only and does not constitute eng,neerlng opin· ion or project <:ontrol. INSPECTOR SIGNA PSl,8·900, l 70(2) CERT. NO,--=~~.::;.....i:~::.l!~~~;Z--2-.!!2'2,~-:,,1------ 0ATE-~7:._1..JJ_:_O_~_'i___.......--.--~--- EsGil Corp·oration '1.n Partnersliip Witli (joVt.17!-Ttte.!f-t for '.Buitifing Safe.ty DATE: October 14, 2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 02:.2962· SET:I ~CANT · eJ~ 0-Pl:AN REVl!;WER D FILE PROJECT ADDRESS: 1960 Kellogg Ave. PROJECT NAME: Florexpo LLC 2nd Floor Addition D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdicti'on's building codes. "fhe plans transm_itted herewith will substantially comply with the jurisdiction's building codes when tni_nor deficiencies identified below are resolved and checked by building department staff. rhe plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The· check list transmitted herewith is for your information. Th.e plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact pers·on. · The app!ican_t's copy of the chec~ list has been sent to:· Br1,.1ce Steingraber 2466q Rancho Santa Teresa Ramona, CA 92065 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has· been completed. Person contacted: Bruce Steingrab.er Telephone#: (760) 789-3269 Date contacted:~ o/ ,Li/02...(b_y:(--Ar:.) Fax #: -2915' Mail 0~1ephone Fax/ In Person REMARKS: By: Kurt Culver Enclosures: . Esgil Corporation . D GA D MB D EJ. D PC 10/3/02 trnsmtl.dot 9320 Ches.apeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 · Carlsbad 02-2962. October 14, 2002 PLAN Rl:VIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 02-2962 OCCUPANCY: Fl? B? TYPE OF CONSTRUCTION: V-N ALLOWABLE FLOOR AREA: OK SPRINKLERS?: Ye$ REMARKS: DATE PLANS RECEIVED BY .JURISDICTION: 9/30/02 DATE INITIAL PLAN REVIE:W COMPLETED: October 14, 2002 FOREWORD~ {PLEASE READ): JURISDICTION: Carlsbad USE: ?? ACTUAL AREA: + 19439 · STORIES: 2 HEIGHT: n/c OCCUPANT LOAD:? DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/3/02 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 ener:gy conservation, 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 pepartment, Engineering Department, Fire Department or other departments. Clearance from those depariments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 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. Carlsbad 02-2962 October 14, 2002 • GENERAL 1. Please make all corrections on the original tracings, ~s 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. D~liver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700 .. The City will route the plans to EsGil Corporation and the Cc;trlsbad Planning, .Engineering and Fire Departments. 2. Bring one correc~ed set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 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. NOTI;:: Pl~ns 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. 2. 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 City of Carlsbad form. • PLANS 3. All sheets of the plans are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license n1,Hnber, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 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-Dand 3-E. 5. Please provide the corresponding electrical and plumbing/mechanical plans for this addition. 6. . Specify on the plans the use of the added area (must be consistent with the design live load). 7. Please check the detailing references br.t the plans. For example, detail 1/A7 refers to "8/A 18," which .doesn't exist. '' Carlsbad 02:-2962 October 14, 200·2 • STAIRWAYS 8. Specify on the plans the inner radius of the circular stairs (to comply with the provisions of use Chapter 10). • FOUNDATION 9. Please provide the complete soils report (we only received the 9/23/02 letter from GeoSoils). 10. Provide a letter from the soils engineer confirming that th~ foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by _the soil report). • STRUCTURAL 11. Collector elements ("drag beams") shall be designed usi17g the special load combinations of Section t-612.4, as required by section 1633.2.6. 12. Please show in the. calculations how the redundancy was determined, per Section 1630.1.1. 13. Some joi$t sizes are missing on sheet S-3 (between Lines 8.7 and 9.3, etc.). 14. Provide complete calculations to justify the adequacy of the existing concrete walls to support the new vertical/lateral loads (or-submit the original structural calculations that would support this) .. 15. · Provide complete calculations to justify the connections of the framing to the existing walls, such as at detail-16/SD2, etc .. 16. The calculations didn't seem to consider the exterior floor framing on sheet S-3 (with the associated increase in dead load). 17. Complete detail 1/A7 by specifying the pipe diameter, etc. 18. Section NA11 shows a unique guardrail condition atop the existing concrete lintal [sic]. Please provide special detailing there. • ADDITIONAL 19. Based on 214 parking spaces, there should be 7 stalls reserved for the disabled, per Title 24. Since an addition is proposed, this must be corrected now. Also, revise the-plans so that the loading/unloading zone is on the passenger side of the stalls (except for side-by-side stalls). · Carlsbad 02-2962 October 14, 2002 · 20. At detc;1il 5/A7, please showweld symbols. 2:1. If the stairwell on sheet A8, etc. will be part of a future fire-rated corridor system, then. the drywall at the ceiling. should occur on b·oth sides of the framing (to create c1 "tunnel-type" corridor). 22. Please clarify the references to "existing mezzanine" on sheet A 10 .' 23, To speed up 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. 24. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list.· ff there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: d Yes D No 25. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, £uite 208, San Diego, California 92123; telephone number of 858/560-1468., to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. """"·'""""""'"Jl1l)<l"''t.ll$'11~11!li--l'lll!-~lfll~~~e..i~uJ'iillil,~!IM!'i~~1 ' ' ' ' '"•'' ... . ?:;··, ~~. ' • I ' Octob~r 1'4, 2002 SPECIAL INSPECTION P~OGRAM AooRess oR i.eGAL oescR1PT10N: L1wt; .. k:-l#J~wt:G Ave . . ' PLAN CHECK NUMBER: az .. 2,. Cf/, L O~NER'S NAME: fi,,l(a--LPQ Jive. I, as the owner. ~-of the owner (contractors may not employ the special insp~ctor), certify that I, -or the architect/engineer of record. will be responsible for employing the special in$pector(s) as·required y Uniform Building Code (UBC) Section 1701.1 for the construction project ted at he sit liste9 .above. USC Section 106.3.5. Sigh 1. List of work'requiring special inspection: ~ 2. N-ame{s) of indiv~dual(s) or firm(s} responsible for the ~pecial inspections listed above: " · · :: ~iv ~ -=-~/4w.tr C. C,'6G /J,f;,Jay /luPG-l,,. P#-.1,_) $.tJ.1 ~ qt-1e..1 3. Outies of the special in~pectors for the work listed above: A. 8. C. Specii;d inspectors shall check in. with the City and present their cred~nli:;;ils for approval ,;iricir to beginning work on.the job site. Carlsbad 02-2962 October 14, 2002 VALUATION.AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-2962 PREPARED BY: Kurt Culver· DATE: October 14, 2002 BUILDING ADDRESS: 1960 Kellogg Ave; BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING ~ Valuation Reg. VALUE PORTION . . . Multiplier Mod. Mezz. Add. . ·- Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance I "" I Plan Oieck Fee by Ordinance ... , Type of Review: 0 Complete Review D Structural Only D Other D RepE?titive Fee j..-1 Repeats D Hourly I Hour * Esgil Plan Review Fee Comments: ($) 583,170 583,170. $1,997.801 $1,298.571 $1,118.771 Sheet 1 of 1 macvalue.doc . PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER _-===CB~Q_J-__ ,_Cf_~_,-______ DATE /0 • / ? ... C)~ ADDRESS _,_Cf_l:D __ k_-_e_ll_os~s-~-------f_AJ_U~_·. __ _ -RESIDENTIAL RESIDENTIAL ADDITION MINOR < < $10,000.00) r PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDING DATE tV~E). ff<_r~~~~ Oocs/Mlsforms/Planriing Engineering Approvals .. ) ' { ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D ~stimate based on unconfirmed information from applicant. GY" Calculation based on building plancheck plan submittal. Address: /<z (40 ~\J .. &zri J..te . Bldg. Permit No. ~ D !).._$J...9 Gbl. Prepared by: m o:~:/:y4J2.fa:). Checked by: _____ Date: ____ _ EDU CALCULATIONS: List types and square footages for all uses. Types of Use: ~ . Sq. Ft./Units: /~ ¥3¼ov-o 7 EDU's: ~;) ......... _@)_i-- Types of Use:__________ Sq. Ft./Units:. _______ EDU's: _____ _ ADT CALCULATIONS: List types and square footages tor all .uses. Types of Use: CA:)~-e. Sq. Ft./Units: ~our;, (ti/1.Jtt) ADT's: __ Cf'..._·-+-7 __ Types of Use:--------"---Sq. fl./Units:_. -'-----ADT's: _____ _ FEES REQUIRED: WITHIN CFO: ~o bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) ONO IJ4t. PARK-IN-LIEU FEE PARK AREA & #: __ _ / FEE/UNIT:____ X NO. UNITS: ~2. TRAFFIC IMPACT FEE ADT's/UNITS: o/7 . X FEE/ADT: bl.$~ =$-~.___-/ =$ ll.1/))5 f)fs. BRIDGE AND THOROUGHFARE FEE. (DIST. #1 __ DIST. #2 __ DIST.#3_) ADT's/UNITS:____ X FEE/ADT: __ _ ~-FACILITIES MANAGEMENT FEE ZONE: __ _ / _UNIT/SQ.FT.:____ X FEE/SQ.FT./UNIT: &"' 5. SEWER FEE . EDU's: 3 .,e,~ X FEE/EDU: 9.rrCz_:JfJ BENEFIT A~Ei ~ EDU's/~ ~6. SEWER LATERAL ($2,500) . X FEE/EDU: __ _ A,ciJk?. DRAINAGE FEES PLDA. __ _ HIGH ___ /LOW __ ACRES: X FEE/AC: ,fi--a. POTABLE WATER _FEES . --- UNITS CODE CONNECTION FEE METER FEE SDCWAFEE 1 of 2 F:\FEE CALCULATION WORKSHEET.doc =$ ff / =$ fY =$ f,-e:>t 3~fo =$ g =$ _'$ / =$ 6Y 7 IRRIGATION Rev. 7/14/00 ., ! \ -.. /J ~-< -~ ENGINE;ERING DEPARTMENT · FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*:$ ________ _ *NOTE: This calculation sheet is NOT a complete list of al_l fees which may be due. Dedications and Improvements may also be required with Building Permits. 2 of 2 F:\FEE.CALCULATION WORKSHEET.doc Rev. 7114/00 Carlsbad Fire Department 022962 1 J 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: _10_12_2_12 __ 0 ___ 02 _________ _ Building Plan Reviewed by: Name: Bruce W. Steingraber Address: 24665 Rancho Santa Teresa City, State: Ramona CA 92065 Plan Checker:. Job Name: Florexpo. LLC Job#: 022962 -------,,--- Bldg #: CB022962 --------------------- Job Address: 1960 Kellogg Ave . ----------------------------Ste. or Bldg. No. IZI Appro~ed LI Approved Subject to· LI Incomplete Review FD Job# 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 applicable codes and standards. 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. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. 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. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 0~2962 2nd FD File# 3rd Other Agency ID PLAN CHECK CORRECTIONS R2H ENGINEERING, INC. Consulting Structural Engineers 17150 Via del Campo, Suite 306 San Diego, CA 92127 (858) 673-8416 (858) 673-8418 fax For FLOOREXPO Job No. 02088 By:J.A Check by: Date: 10/19/02 + Cou:oc:ro2... A, Ge.,ouNt:: Cf.~; lnl>!!t V18J lw1ex,io E1 R!9uirernent H1-1 0.897089 <= 1.0 H1-2 0,778161 < .. 1.0 H1 -1, H1 -2 0.8970!*1 <"' 1.0 lotennedlate Values Unsupported length, L; = 0.98 ft H1-3 0.879742 <= 1.0 t.= F\x= fbx= Cb= K.Vrx= K),/ry= Governing '1<1/r = Mx= Mx= Mx= Mx= Total·Mx= Fbx= c.= Fa= Fa= REAL Fa= Cm= ,.,F."" f~Fb= 21.20 108.41 2.36 1.00 37.12 0.08 37.12 0.00 13.43 0.00 0.00 13.43 33.00 107.00 26.23 34.51 2~.23 1.00 0.81 0.071 ksi- k,sl ksi (Conservative) k*ft (From F1) k*ft(w) k*-ft (Applied Moment) k*ft (Eccentricity) k*ft (Conservative) "ksi ksi KVr< Cc ~I KVr> -Cc ksi Final Value 0.897089 <= 1.0 Criteria H1-1, H1-2 1 (1 assumed for conservatism) forfJF.>.15 forfJFa>,15 ·forf0/F0>.15 forf,!Fa<=.15 OK I~ LOAr.:> CA.Sc: <,,. <?D+ e..,, 1..,..,.,J.. Wide flange Dulan Properties Weight,W ~ -lb/ft Oepth,d 17.9 in Flange Width-, bF 6.02 in Flange thickness;tF 0.525 In Angie/Pipe thickness, t 0 In HSS,t..m• 0 In Used,t• 0.525 In Area,A• 11.8 lni Elastic Sec. Mod., Sx • 88.4 Ina Radius of gyration, r,, = 7.21 ln4 Radius of gyration, r~ = 1.27 In~ Least radius of gyration, r • 1.27 in4 rr= 1.52 . in4 ly= 19.1 ln4 Web Thickness, t.,,, • 0.315 in A,= 3.1605 ini Compact? yes Subcompact? no Non-Compact? no 89.7'!6 tnr ::: I-~ ~-2_.2)(. I 88, f'/ I< 1p s • / I• '71 ().,qo = 2 IS', 28 ~/Pl::: ~ (oLL~c.toll... A'T G12!'.,0L1.\jc q.s-; .L.ooD C..~zse-: 1-2D-t-o.s L+ En, ln_p_ut jw1ex40 El Wide Flanqe Design Proe!rtiea Welght,W. 40 lb/ft Depth,d 17.9 In Flange Width, bF 6.02 in Flange thickness.ti, 0.525 in Angle/Pipe thickness, t 0 In HSS, t,,.,n = 0 In Used,t= 0.525 In Area,A• 11.8 In" Elastic Sec. Moc:t,, Sx = 68.4 Ina Radius of gyration, rx • . 7.21 1n4 Radius of gyration, ry• 1.27 in• Least radius of gyration, r = 1.27 ln4 ·ln4 Re.9.uirement H1-1 1.022492 <= 1.0 · forfJF.>.15 H1-2 0.879028 <= 1.0 forf.JF.>.15 H1-1, H1-2 1.022492 <= 1.0 forfJF.>.15 lnte.!J!!!!!!ate Values Unsupported length, L. = 0.98 ft ' f1 = 21.20 ksl Pex= fbx= Cb= Kxl,./rx= Kyl/rv= Governing Kl/r = Mx= Mx= Mx= Mx= Total Mx= Fbx= c.= Fa= Fa= REALF1 = 108.41 5.68 1:00 37.12 0.09 37.12 0.00 0.00 32.40 0.00 32.40 33.00 107.00 26.23 34.51 26.23 ksl ksi (Conservative) k*ft (From F1) k*ft (w) k*ft (Applied-Moment) k*ft (Eccentricity) k*ft.(Conservatlve) ksl ksl Kl/r< Cc ksl Kl/r> Cc ksl H1-3 0.98061 <= 1.0 forf,i/Fa<=.15 Final Value 1,022492 <= 1,0 ~ ( I 0 Criteria H1-1,.H1-2' Cm= 1.00 1 (1 assumed for conservatism) fa/Fa= 0.81 fJFb= 0.172 ·rr,. 1.52 ly.= 19.1 ln4 Web Thlckness, t,,, = 0.315 in -~-3.1605 ·1n• Compact? yes Subcompact? no Non-Compact? no 0, \C et>'\= t·'-1*"2-21'138,,c.J/l,l 1,2D = 0,SL:: 287-,S-4r/, '.2 3 <.f H-/, 5.,22.~ 5" 1=)> M z ~== 3 2J'-I ~ -P--'. 8 {- ,., -J. 1 • ~ J \ ,. Plan Check Response; #11.-Collectors elements ("drag beams") Please refer to · attached calculations shall-be designed using the special dead load combination~ of section 1612.4 as required by section 163~.2.6. # 12. -Please show iti the calculations how the Please refer to attached calculations redundancy was determined, per section 1630.1.1. #13.-Some joist sizes are missing on sheet S-See -revised sheet S-3 3 (between lines 8.7 and 9.3, etc.) # 14. -Provide complete calculations to justify Please refer to attached calculations the adequacy of the existing concrete walls to support the new vertical/lateral loads ( or · submit the original structµral calculations that woul~ support this) .. #15.-Provide complete calculations to justify :Please refer to attached calculations the connections of the framing to the existing walls, such as at detail 16/SD2?etc. #16.-The calculations didn~t seem to consider Please refer to attached calculations the exterior floor framing on sheet S-3 { with the associated increase in dead load ) ., \. ! ,: .,, ~R2H Engineering, Inc. JOB NO. O~os 8 PROJECT . JC..oot ~po DATE /0/16/02_ BY __ ...::S=-= • ...._A.....,."--_ SUBJECT___,..; ___ ___,... _________ SHEET ___ OF __ _ \ ) ' Q) . ~T . 1.. S~,z_ t..v.,<..L i r~Cfx-= 'j,'10 -t>.o21-. -'18);~2 . . e~~c., =fil.b rf"Ei .: : • ; , , I ; "_(;,.q~. :: . . 23 I 'I"( · ::; 0 ~·01o) . 1·00,22~2 ' ; J •• ' l • ' ' .. . ~ . .. ..... . . . . , -~ ' ' . .. • < • . l . ... f11.t"~ : . ~.. .. s 1. a B -· -:;. o · J. s: q . ... ' ' :'2¥-, eo. z. z . ' . e -= 1. o . e = , .. o l . ·. _ . f. ::.· I . O I '\., ,. L '" } 't 'I .$. R2H Engineering, Inc. JOB N0._--"-0-='2=0-=8_8"'---- PROJECT :tc,a,(l. -=ef'"~pQ BY _ ___..::r ..... · • .;.._A...,a_;;..., _· _ SUBJECT ___________ ----'---'-----SHEET ___ OF __ _ ' . ,. ), ! ., . ; . · lt?iet-)( = :=u,~.s -= 0-,s- zss--"'2 ·fmcp~-: '1 S -~ . . . .... ~,o " : . ' ! .. = 0.13 Ao-= 2T9-'-JZ~'l8.+ <.f,88 · · ::=.. · 1,.3, ·es2.2ft:·2 · · Ji;,'= 11~.~o :J> f= 2-:2 o ~ o., g, =-I .o (I), •S-y,.. II:} .~o .f -t?,68 -1.0 ! . . : l •• : I -l . ' :, , :'·. · c) ·.-. 6~ · .. 0J2oc'r, rL6rt~ .:. I • • • • w • ,. ' •• I ., • ~ • ' ' ; I t I• r t1)qX ·= 112~ <f. I S10 ' .. w, . . ~ " ' . ,, , , g.€\J\5~¢. ~OT-:>L %,t.cc TO. 0L!lC£' : • l • " O. II 8 Company : R2H Engineering, 'Inc. Designer :· JA Job Number : 02088 Floor Expo Member Section Forces. By Combination. LC Member Label Section Axial Shear Moment (k) . (k) (k-ft) 2 M1 1 0 n 0 ::~L<L:=/\.JJE/i}{/:fa;:f/· ~62:tb :DYPJC'H\% H=HZ1LttHt\t::bJLtt1tfrX> 3 0 0 0 fa:;Vt%.'<WJ'C2r+x1:x==:q-:_ iUD~PJi?::Yt/Qi'f//r r;;/:HiQ://¥;>/<ALiJhN-HF<- . 5 0 0 0 i}2mf ffDWt{)i.M:M)'i'.ttrn:mw.:::iU:ti.IlU@l WJH&fri'i:QM'fo':tfff :?:fNW'MMO.tlMWl} }ttf&m'O\W·f?:ff:. 2 0 0 0 ,'U<T>JU},:{:ii\ihffd:Vi:?%.~if':Jff<:;:trn+::([Hh?t <t?AHl/V'=C:H\4,ZtOn=rnL,::- . . 4 O_ 0 . O x:::::1wrn ::rr:]rntATU/:rsw=rnr::::::nx' :;rrs.nH Ifa:/;<t::amrnwvG:;· r=wm::uow::rrnrmm mr::w=rr:rar,vrr:·:=::vm 2 M3A 1 46.05 0 0 mnwu ummmmmtmtJ1:lw@:mfmtt@1 ·mma=mm 1m1:11s•r•rfitJ tIUHtIMn11wt&1:mt :gt1@A/Wto.mwhtt.fo 3 46:05 0 0 fo'h:tm }'i=M?:::=i@NM#J#i:ih'i{:fa@i: foW4IJk dfahhf8.ttiUfoi:'i: %t:::':':.ffa0dfa:5=d::-'i:fWihiO.'/\Wh=i:,:F s 46:os o o :r::2wr nmrn=rnt11t1:Mm:m@n@:tt&r .m1mwrn1t1: 11m;w;;1.emm1we :Mtmsmn;_:::mw11t%, :r?t:,:rtma.w:1@f'~=:m 2 -46.05 0 0 jfa;.:,;,:.:J, :\KSd;\.L:.:L'L:=:t{J.\tLf:&dt ,;D/3.tb .4.,,,_;,.:4.eJJSN.f,;L UUt4Li)OtJL:::::-{i.i i;.:::#Jt;'..:tJ,,:,_;,:.::,.:::.:\). -4 -46.05 0 . . 0 d=·:\i!r @=t-\\d:fo:=i;,,,:1,!tt=ff#W{fa,4*, ¥:\:5:::it:M Wf:!,,_,·--~a,™"ffoft :,:;;:,:::_:('./NQ:,,:::_,,f,·}:,,:::,:l /@fo:Wfr:=fJ.!tiift¥i 2 M5 1 r-115.1~ 0 O Ni-Wt¥ E¥ffi@HNJV}l=:HWIHH!tt:Rf iHt2mw-~tM'1!$l1,25lf:I' nitHiill:!:::'Otimmm@:fii:/.::.!:.i.tKim=:::;.:,:rw 3 f -115.125...:;. .--. u 0 mmwm mmtimirn@Ftt=tm1tnmmm,mr m:rnim1= mtm1ims111!Utlli tNI=fN!lltm1:tmH rmrrm1:1nmmwmm 5 , -115,125 I o o ;rinm mmm:mr:mrJM.tmI@!@Mtfl.!ltWtmi J Imm11ts.!t:a.mum :txmwmi=ttmimw:nntm·mmawirmmm- 2 l 115.125 ' 0 0 !W:f.N.) .!WftHJ·!:W-:W?VftritWfrttM WW5Wh, \??tlti5.if25ttl: tW%:i!.Wf0\1t@}-$l)&l-WWlliff?.Hft.R Reactions, By Combination ~ LC Joint Label X Force Y Force Moment (k) (k) (k-ft) 2 N1 -69.075 -92.1 0 m1zim-mmmm=wmrimt:&r:rnmrn::=m=, n1@ll=!l9J11smiti:: 1t:@.ritai1rir=@rn= ·mimmmna.mm1itmix 2 Totals: -138.15 O 2 -COG (ft): NC NC October 16, 2002 5:22 PM . Checked By: __ n---" \ .. ). :t : ~-:~·.1T ... .., ; 1 ~ R2H Engineering,~~:. · · ,w J0BN0._O2Q8_B -- PROJECT . , 7-(.Q ~ C X ~0 _ . __ DATE C> 'f/lO /0'2. __ A . ....-;::, . ,, M ~ II r':,/ BY____:..::S=..:::.._.;:;... __ SUBJECT .. "°?'<=• e!. G.2•D . lll['g SHEET __ v-),?_QF __ ...... i . . . . . . ,. . i . I ·.1. . . , . _J : · . · · I . l· r .,.----'-----+---~0~01 .• IN .. ~c,. ~ 1 --I · ·. . I i ( •. J I/~:;);~ l·~:, ~ ·,'12.~~k',ps. J I l. 1---4---------.---+-~---+----,..----+---------i--...... ,---------------i----i · · ·· .. ~ c.·.:i~c· K. · · ·.,.u·-~ · t'J.: -G" .z ·.,•:. . := I<-. .. ~ . . ' . . 0 X: 0 }(_ ./8 . -. . -:-. . . . - : ~1'-=--,~-----t----~------+-~ . A. ~ = I+. =' r -:-. . : . : . . -. 2. q, iri .. · . r ~. . . . . . .. . . . . :. . .. .. . -.... ..1 •• . · i-'-JJ.ai-'r!~ · ·l·/ I • l/. -I f , ... ·. '_. ,t'q'" ;,/.~~ 1~2~'(11~,'f ,r q,92:~a •. . . : .: · ~ . .:. 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"'¥' ' ... . . -...J T.1 .. . . .. C o,:: . ' .. . :· ... : .. . _._. . : *··.·: .. : I . -··-.... -\ . j' . \. ,. \ ..... •. - :~ \· ... ·:>"·'i1 ....... , • ,! l ' • ••· · ~ RiH Engineering, Jnc. PROJECT_ ::fc..0oe e~O JOB NO. DATE BY -.:r. A SUBJECT ________________________ SHEET , ?9 · OF __ .;,;_. . • • : • /" :. •. •• •. -:-0, • • ·: • • -1 . .. ........ •,• -.... ·, · ..... · :--=· --r I ! I I / .,...,~,,.;.:.. s, .,e-•: . -c::: J . I j II . i I( ·_ !~ :er~ f 1-:·"·· o.zs-~ :.L ·.=-2\°'3>22 ~ L :: ~O, 12. . . .,,,.._ .. ·.;.· ... _:. / . n· i. ~ . ' t--~T~ . . . ---------· -... I -.... . . ... __ : . ; . . .. : L.j '(p J·-:z 2,· .. . . . . . . .. . . .. · . ~~~-.:-·. e / ~--=-= . . . -( ,2~z~ D-· 90=1 f;?.c ·J'l () ••• i • • • • • • t • • • • • , •• -• • • I • • , • • • • . .. . .·· .. . .. . :. : .• . • .,· . ~ .•• _1'.b ~ -. . .. _· .. : ... ~-__ .:_. :.: . ,.=.· ... :···:_: ~;)·: : . .-. 1-. _ .. _· ... _· ·-::-... . . .. . . ....,_·xw .::: . . IJ~· ~¥---?#j--· ... : :~,2 ·;:: ~-Z _ : . : .. .. . . : . . : .. : . ·1-z.; :··: . . . . . . . : . -. . ... . . x·-.... , -. ";.,.. . .. . . . . .. t' . . .. -. . . . '" ... · .·: .. . ... "'fw .. .::;. :.1; ..... ; •..• : . . ..• : . .. .. . . : . . : . .. . . . , . :· -,-. , .. ,. . ··:... . "•: e..: .: ..: 1·2.· . ..; : ~. . --, o· • -.,-i ·• • • • • 1 • I •• • •••• ~ •• -·· •• G ru --~-. •.. --" . • ... --. ~. . ....... . ~ T . . .. . ' ... : . ; .. : .. : .. ·.:-.: .... t,( :+-:~.: _--.· ... ; .. :-:'f.-i~ .. :-:· . .. . ·. . . . ~ -. . . 3· .z._) .. . . . : : . _: ~:~: :-· _!. 2~ ~ 1a. il . .. . . ~.... == J { J, z5f~ f 00/i ,,, 1q ,3t. -< A I . i . . . I -.. \_' . -.... ____ . : !t 1.·· /'\ .:t ' ' ~R.zHEngineering,~. ·· PROJECT_ :fc.ro,z.. 6"~ po •. JOB·NO. ___ DATE BY_.-..::r:_._· _, . ...._ti----=---SUBJECT __________ __,...... ____ SHEET_ t;{,~OF -,---- : ·I . . . . . . I . ! . I . . I ·,;,,u . . .. . .. . . f_t·.~1~--:rbll.._·_ · ~'--. L~c-~ .. ·Gu~~ . . . . .. - . . • . · ... · l . . I . . . . ·1 I .. I· . I . l . ·.. . j ! '. . . . .. .. . . ... -.... ·I . . .. . . : 4 b.-']. 't 1,·: : ; . '.-=: '· (, 2 ~ ~-<·_: __ i 4 ...... · ~~· -"-·-· ~,,,,,.. ........ -· I< ___ · ___ . __ .. _·· _ __,__ _ _..,_..;...-.; .• -¼,. '-4 . . . .... j ' .~· ·. . •. • . .. .. . ·. ,____ _____________ -';:',---.3 I z t-,t---::~~--·-~"r-. 4-"':!. -. -::;C..;,;i--•.~-~-•. ---,----t-.....---'---t-----+-f . ,., . . .. ·t .• I . ' . .. . ... ·.-. ' -·, . . -. .. . . : . . . . ' . 1 • • •• • ~ : ... . . .. .. . . . . :·. -. " ·:-. : ... • : o • : ,. ~ w• o • o S • o . : . . .. .. . . : .. . ! : . . . .. . -. . . . . . . .. . . . ... ·. .. : . .. . . . .. . ; . ' . .. _ ·.i -:· . ... . · ' .. -·· :· . . . .. · ..... . . . .... : ... : . . . . • I I \ '· ! R2,H E'IJ,gineering, Inc. PROJECT JOB NO._._. _ _____ DATE_, BY __ ..:s_-__ ,, __ A.__;::;.. .. __ SUBJECT ..... _______________ -sHEET ;O OF ----- .... ~ ' . : ! . •• ' ·i . . '?"' • :• ; ...... ~ ... :·· -: ' : . . . : . ...... ............. ~-:· -·--·t·"--' ·""· ...... . .. : .. ..: .... .. : ; . i:· :· .... , : -~ ···:~:·:.~--Pl·~;· ri :i2;: ·~tj~\1~ ~: t63 :·t<;~-.:·.·i ·:··: : ... -~· :' .. ·· . , · ; ·, ·. ·, ·, ·: ~ 1 ., .... \ . · ·· ..... : P~. ,· .. . . .. • .. •i. { -.. ·:··:·· ..... ·. -; .,... ··. !' .•. . . :· . 1.· • ·!-· . -• ,- . . . . .. . .._ -·-. . ' : :· ~--.: . : :. . . ......... . ; ... ~. .. : ..... : . ·: .. _, __ ..... -:· .... ~ .. . ..... : .... : : ! . : .. : . . . . ~- .: ...•• ¼ .,, i, ,;. : . , : ~-i . ~ . . : .f .. . . ; .... : : ; .·. ~-. :· ~- ....... · •. ~ ·ll!i· •. :· ..:_··. I fl"f.,a(,J·-, IC" ·:::; : ... : 1-, ("" -~· .. , .,.:O ... .:.:i ... 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' : . . . . -~-: ... : -.. :·. . , .... ,.'. •• !.-.., ;,... •• ....... .. ...... ~,· • ..... _ .... ·- $ R2H Engineering, Inc. ·JOB NO.~---- PROJECT _£,.__lCQZ.-____ e;_6@,.Q_-~------------DATE_, BY __ .:::;-=-·_ .. .....,A...,9 __ SUBJECT ____________________ SHEET =7 t-OF ,, J ------- ..... ~ ;.. • • .. .. : ..... -= .! .. -~-• . . ,f: .• :· •. -. -~ -· -••• ·;·· •• •• .: .. ··· -+:·-~: L~ :id:iifib\~~-~~7{ik.:. ;~-~~jf '.~i~Ho._: ·i<s,sf 'f .'_, ·:: : -: .. · -, - .. ~ : ·i-·-;-.... :. ·! •• ~ • • ,. i. . ... .. i .. · . : : _; -.··; -··.-=-.-•. , --·· '· .. . ..... · --~ ··i .. : ..... :---';., .. ·•.. 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'1,u :,•-. • ···~ -.,, .. .,, • .. u~ -·: oN •,•••• ;. ·1 ~-: .• -; ·l :,• -· ......... ~ ....... ! ...... ! ...... l .. \ \ .. . . ··.·-·· . ..... ·: ... :.... l::: ... ; ,: ~¢Cf:,~; :>· -0-, :. .. -: ., .. , .. ,.J,.l.f. ., ....... : ...... -:··--........ .. ~·· .. ,• ·:"···• ... : o_.-~:-__._ ... . .. : ' , .. f ; .. ;. .. ...... : . · ... -·:-···-: ·t· " .... .. ! .. ( .. ~ . .:, ;· . ... : ., ..... _ .... :. ....... :- R2H Engi.neering, Inc. PROJECT_~Lt'=--r.!,__~~.c,,=----,-------- . . ~. ~. ... ; . ~ ' ! I ... · .. -~~~=-~~~---1~1··\-~'.~.:~· \, ..• •" '1J ,.'; '-~-,r I : ••I . . . . \ ... ~\-. . . ... . . . ; .. J .. /f.' '",' :i'.£· ' . . :.~ -. . ' ;a,i:-·. ' . ·q to t :r. .-'J' -~ • w. • ~ . <, .· ... ·.-.... . . ; . ........ . ~. 'I •• .. ~ . • • • "1 ..... ~. . L. -~ .. .... • 1· ' I' t '' ~ ; '. ~ . a.g ..d ' ! -=3 JOB NO. -i •1 DATE _ _,f'--'-/_-_4..,_..:::.:.---"-~-'-'-- /t} SHEET ___ Qf __ · .... \ '-, . ' \~ '\ I . . ~ . . p • ~ -· - -.. -.. , . : . . -: ·, . ' ~ I .a-,,----..v.--,-,..,,. .... _;_---l='"'-' ,,_.,.--· 4-'-·. ·----;,:-;-~ \-: ~ : • • • < • :<:f:. : ... : ..__,; .••.•. • .·. ', :, t•. i . . . l ••• • • • •• ,-• •• ...... ·,·. ••• : : ; •• 1 • .. ,., ... ,-:., ..... g--i .. · ... I .. -·: : -. :.< -, . :--: .:----:~-,-~~~ -.r . . . -_ .. > -. . . - ;-· ~--: : .. ·._::.::· ,-.-:: ·;::·_::l :_ ·: .... _;-_--: :~··J ~tzi \ ;·_: · .. · --....... J_ :· ... · -~-~<~~-~-.. >---~-:.~(: 11·'.F· .... , . . ~,-~--:-, · · ~ , : ~~------=-----:_ _ : .l~.' .t' ~ .'LJ. ~ . ~ .. u.. J • > ; ... ... , ... .. .. 1, ... ,, bammunoN 01' PORC21SAND 0ll!lffllllMM CALCULATICINII SHEARWAU., LINE -A INPUTS TOTAI.ROOFV= =~Kips TOTALMEZZV= ~Kips TOTAL PANEL Va 119.82 Kips SUIIV" 311.92 -ROof -Mezz.? Mezz~ -Mezz Roaf SIIM" Dwg. Panel RI yin Rm.I si--· Sil.-Wall ~- No. R ·SUmR R SumRm """' """' -No. 1 6.25 0.110 ~VP."':'-:: R7§ D.11 15.78 77.7 T2 JII 2 6.25 0.110 II 6.25 0.11 15.78 X1.1 T2 3l 3 7.39 0.129 7.311 0.1:S 18.65 'J2.7 T5 32 4 2.08 0.11311 2.08 0.04 5.20 9.1 12 33 5 5.26 0.092 5.28 0.08 13.27 23.3• 12 3' 6 5.211 0.082 ~~:. 5.28 D.08 13.27 23.3 12 35 7 4.82 -1 4.82 0.08 11.88-2D.5 12 JI 8 4.62 0.081 4.l<l D.08 11.88, 20.5 12 :J7 . 9 5.28 0.092 5.28 0.08 13.27 23.3 12 31 10 5.67 0.099 5.87 0.10 14.31 '25.1 12 39 11 4.-43 ·0.073 4.-43 0.08 11.17 19.8 a': 12 ODO · 0.000 0.00 0.00 0.00 o.o 13 0.00 .o.ooo 0.00 · 0.00 ·o.oo 0.0 ,.._..!_ ,14 .o.oo 0000 -w·--~. O.DO 0.00 0.00 0.0 X . . . - 15 0.00 0.000 §?"'1.:a@:;.."'i, 0.00 0.00 0.00 a.a ~ 57.08 ·1.000 57.08 1.00 -., PANEL RIGlll1IEI "'"'c:ii c~iltPANEL NO. ON DRAWi~ "~'i WI hid D11111 1.25 ·0.01 0.38 0.01 2.2.5 0.21 2.2.5 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 hid D11111 1.02 0.05 D.31 0.01 2.2.5 0.21 2.25 0.21 4.50 1.23 0.00 0.00 0.00 0.00 D.00 0.00 000 0.00 •• I R 14.90 72.17 ,4. ,4.61 0.00 0.00 0.00 0.00 D.00 R 1-4.90 72.17 . Panlt• 11.252 Ptlnwt• 68.85 --v .... Pllnlt• 11212 . 0.00 0.00 PonWt•68.85 0.OOPlnSelaV 0.00 R 20. !ID.OIi ,4.119 Palllt:o 7.388 4.BI 0.81 0.00 0.00 PanWt• 84.711 0.00 PllnSllaV 0.00 hid Dellll R 1.711 0.13 7.84 0.54 0.02 48.10 3.91 0.84 1:19 PanR" 2.0111 ·3.ao . 0.611 1.48 0.00 0.00 0.00 .0.00 D.00 0.00 0.00 0.00 . 0.00 PllnWt• 47.30 0.00 0.00 0.00 PmselaV 0.00 0. 0.00 R 0.10 10.29 0.02 57.32 0.611 1.48 1'1111 • 5.257 0.13 7.57 0.00 . 0.00 Plln Illa V 0.00 0.00 I J PANEL IIIGIDfTD -Line= ·?:~ &is Fae>= --:-~PANELNO.ONDRAWINGS~ • 1 = 7----+-+--+--+--+---+--+----'-+---,-f---j Roaf -'M -627.0 86.82 171.0 111.17 -40.5 4.30 22.5 2.31 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 ~ hid 1.58· 0.47 3.60 2.00. 0.00 0.00 000 0.00 0.00 -¥. hid 1.58 0.47 00 3.80. 0.00 o.oo· 0.00 0.00 0.00 .. .PANEL NO. ON DRAWINGS~ t 0.1 0.02 R 9.80. 55.115 0.88 0.1115 U79 . Pan It= 4.819 · 0.000 0.00 8.117 0.00 0.00 0.000 . Pllnwt• 55.14 O.OOPan:W.V 0.00 0.00 D11111 R 0.10 9. 0.02 55.115 .18 8.07 _. Panlt• 4.819 D.1111 1.48 0.00 0.00 0.00 0.00 0.00 0.00 Pllnwt• 55.14 0.00 0.00 Pan:W.V 0.00 0.00 R .09 .10.79 0.02 511.91 D.42 .. 2.38 Pim It• 5.8111 0.00 0.00 Pan :W. V 0.00 . 0.00 R~NFORCEO CONCRETE SHEAR WALL ShearWIIIILJne ONEOPENING Panel Number PANEL NO. ON DRAWINGS: 31 Panel"fype Panel Geometry Hi= HA= HB= HC= HD= HE= HF= Lateral Loads \lrf-p VmeZz Hmezz LF.= Gravity Loa~ w1 w2 W3 P1 ·P2 P3 P4 PS P6 P7 P8 l:k)undary Check Memberll 'l6Sheat re= fy= P= Agross Pu/Ag NlcNI Mu= Vu= MuNu•L= 3'rh'(rc)A.5= Pu/Ag+MU/S Mernb9rC %Shear re= fy= P= = Allow Mu= Vu= MuNu'L= 3'1'h'(l'c)A.5= Pu/A;+Mu/S Flexural Steel --· tndiideM_,mi Mub Asinin.= aeta1 = 0.75'pb= Asinax= Alreq= b= a= c= (b"2-4•a•c)A.5= As1= As2= l!li.rnbarC lncludeMspandrel Muc· As min.= 8el1i1= 0.75'pb= Asfflax,; ~ b= ... c= (b-'2-4'a•c)A.5= As1= As2= Design ror Shear Panel lei= h:i'(rcJA.5 Vue Asrriln.= Smin= iJt,< phl"Vn= llemberB lei= Pci'/fc)A.5 'Vuz Asmln.= Smln= Lil= plll"Vn= lllmbel'C lei= AcV"(l'c)•.s VII= As min.= ~ 30.00 9.00 9.00 9.00 X X X 2t.11 IL IL IL IL IL IL IL 2 k/11. k/11. k/11. kips kips kips kips kips 2:ci~i= 0.50 ===~~>:~'~"*-~ ksi ~¥~-~ ksi 49.38 kips 372.00 in"2 0.19 ksi 0.-40 ksi 274.01 k'II 30.45 kips 2.25 >1.0 :: :: 0.50 4.00 ksl 80.00 ksi 49.38 kips 372.00 ln-'2 0.19 ksi 0.-40 ksi 274.01 k'II 30.45 kips 2.25 >1.0 70.Sll kips 0.43 kst -~~':::_';it,, ,7iJ 274.01 0.99 trr'2 0.85 0.02 6.36 in"2 1.67 fnA2 -&12111.80 1911.80· 101932.09 57902.80 31.96 lnA2 1.117 in"2 ~;;;,=if.-;-,.:,,~ in"2 in"2 LIDI= 24 I.A= 24 LB= 4 LC= 4, U)i, X LE= X LF= X Totalroof+panel IL IL IL IL 11. IL IL X1 x2 X3 X1 X2 X3 X4 Mezz. load X5 Mezz.~. X6 Mm.load X7 Mezz.lolld X8 94 UBC 1921.6.5.4 >.OS'fc 02 ksl. lllfadored lesl than allowable >.05'fc 02 ksi. 1.67 in"2 ;?74.01 0.99 0.85 o.112 6.36 1.67 in"2 1.67 lnA2 -&12111.60 1911.80 .101932.09· 57902.60· 31.96 1.67 in"2 lnA2 94 UBC 1921.6 1785.60 ln"2 112.93 kips 60.88 kips 0.19 in"2/ll VU<AV"(l'c)A.5, 1914.3 18.00 in. 37.18 135.52 kips 297.80 ln"2 18.82 kips 30.45 kips 0.23 in'2/II. Vu>AV"(l'c)'-.5,1921.62 9.60 in. 6.19 5427 kips 297.80 18.82 30.45 0.23 9.60 11'1"2 kips ::r2111. In. Vu>AV"(l'c)A.5,1921.62 ~It" ;;i-.JU'f.in. Hr/ltDt= HM.A= HBILB= .HC/1.C= H0/1.0" HE/LE= HF/LF= 2411 2411 2411 Oft ~f1i: 2411 0 ft !fi~f!J: 2411 1.25 0.38 2.25 2.25 'ERR ERR ERR R= RA= RB= RC= RD= RE= RF= lel!end <=Lw/2 1.000 terr= 0.000 ~ 0.500 tell'= 0.500 tell'= 0.000 teff= 0.000 tel!= 0.000 leff: lncorrecl • must'be >=Lw/2 righl:end lel!end <=Lw/2 inconect-must be >"Lw/2 right end 7.75 7.75 7.75 7.75 -0.75 -0.75 -0.75 0 1 ..__ -II FLEXURAi.STEEL 6 /IS bars 4 #&bars ,3 tflbans 3 '8bars llllembarC FLEXURAL STEEL 6 115bers 4 #&bans 3 #7bars 3 Ill bars Panel SHEAR RBNFORCING 115 bars hooks not required riot a pier one<:Ullllln /IS bars 18 Sllboawels Hbars"" NA. lno.c.· ....-a SHEAR RBNFORCING 13bars hoolc bar ends not• p1er twocurlalns :za:sbars 10 Sllb'Dawels 1M bms"" 10 in o.c. ....-c SHEAR REINFORCING 13bars hook bar ends not a pier two cur1llns lllfembarC 0 Vu<AcV(tc)A.5 18 20 58 23 18.00 Vu<kv(tc)A.5 18 14 10 23 18.00 Vu<Acv(rc)A.5 18 14 10 23 18.00 0 1 0 Pci(rc)A.5<Vu<AcV(rc)A.5<2*h:i(tc)".5 18 16 58 23 18.00 -68 Acv(fc)".5<Vu<Acv(l'c)A.5<2*Acv(tc)".5 18 11 10 23 18.00 39 HN(rc)".5<Vu<Acv(tc)A.5<2*AcV(fc)".5 18 11 10 23 18.00 39 Vu>=2'Acv(fc)A.5 16 32 58 23 18.00 V11>=2'h:i(fc)".5 18 11 10 23 39 18.00 Vu>=2'~(/'c)A.5 18 11 10 23 39 I .. _ J.,. plli'Vn= Holdawnstftl C.G.Jeft= ,C,G. ridlt= U'MGP .9'Mrlell= .!l'Mrrigl!F Pule!!= Pllrlglds Spandral stNI l'lnlnla.l Spondrlldlplll Splllllnlspon Spandnlideligll-- Muspnn,I AaurnedCP Asn*I.= 8*1= O.'lS'pbs AsmM= Anq,, t,,. .. "" (b"H ... c)".S- As1= M2= ---Muleft= Murlghlo Vleft= VIIQl1t• Vu- plll'Vc,/2a lv:a= AcY"(l'c)'.5• ' .8.111 54.27 kips ~ 901'-'13 k'll 908.43 k'll 31.72 lops 31.72 Jclps 24 II. 18 II. PlnnedEnds -435.92 k'll 230.4 In. 5.95 ln'2 0.85 0.02 38.18 iftA2 D.42 ln"2 -38S819.80 11111.10 182161.57 31M0711.79 201.34 ln"2 0.42 ln"2 435.92 k'll 435,92 k'll 43.59 kips '43.51 kips 43.51 ldpl 95.118 ldpe 1785.80 ln'2 112.93 klpS ERR 0.58fnA2 Holdowna.l left 2 tlll bar 1'7bar 1 tlllbar 1'8'- -Right 10 I 10 lno.": 2tlllbar 1 'Rbillr 1 tlllbar 1 tl8 bar = o,,~q*,2.~.~~ </ -::::-[~312 le', PS) p l.f ll'NUIELSTEl!I:. 0 , ~ ,. --Sllel 2 tsbn T&B 2 tlllbn T&B 1 #7 blr.s T &B 1 .llllblr.sT&B Vu<kv(l'cJA.5 Acv(l'c)".5<Vu<Acv(rc)".~Acv(l'c)•.s 18 18 20 16 58 58 23 23 plll "Vt:;= 135.518 lllps 18.00 1/u>=Z*Acv(l'c)".5 18 32 58 23 .. \ D!_IITRIBµllON OF FORCES Al40 OIIE!RTUMING CALCULATIONS SHl:ARWALL, LINE B INPUTS TOTALROOFV= TOTAi.MEZZV= TOTALPANELV= SUMY• Roof Ratio Ratio Roof. Shear D#g. P•nel R/ Rm/ st,_-Woll Panel No. R SUmR SumRm No. 1 625 0.196 0.20 2· . 6.25 0.196 0.20 26 3'. 6.25 0.196 0.20 27 -4 6.25 0.196 0.20 21• 5 ·&.93 0.217 0.22 29 6 0.00 0.000 0.00 X 7 0.00 0.000 0.00 X 8 . 0.00 0.000 0.00 X 9 ·o.oo 0.000 0.00 X 10 0.00 0.000 0.00 X 11 0.00 0.000 0.00 X 12 0.00 0.000 0.00 JI 13 0.00 0.000 0.00 X 1-4 0.00 0.000 0.00 X 15 0.00 0.000 0.00 X 31.9-4 1.000 1:00 ' J. -792.0 218.0 ·38.0 38.0 0.0 0.0 0.0 0.0 0.0 PANEL IUGIDl1lES WI . 84.15 22.95- 3.83 3.83 0.00 0.00 0.00 0.00 0.00 WI 84.15 22.95 3.83 3.83 0.00 0,00 0.00 . 0.00 0.00 hid 1.25 0.38 2.25 2.25 0.00 0.00 0.00 0.00 0.00 hid ·1.2s 0.38 2.25 2.25 0.00 0,00 0.00 0.00 Q.00 Panel Line= Ill PANEL NO. ON DRAWINGS:~ Dellll .R 0.07 14.90 11.01 72.17 0.21 4.69 PanR• 6.252 0.21 4.69 0.00 0.00 0.00 0.00 0.00 0.00 PanWta 68.85 0.00 0.00 PanSelsV 0.00 0.00 PanR• 6.252 3--+--+--1----+---t---+-~+----+---+---i WI 792.0 84.1 218.0: ,22.95 0. 0.01 R 14.90 72.17 F 38.0 3.83 1.25 0.38, 2.25 0.21 4.69 Pan R • 8.252 F 36.0 3.83 2.25 .. F o.o 0.00 0.00 F 0.0 0.00 0.00 F 0.0 0.00 0,00 F 0.0 0.00 0.00 0.0 . 0.00 0.00 PANEL RIGIDlllES Panel Line= :~~-: .. .. . . Sels Fae= ·it:-'1.1111' PANEL NO. ON DRAWINGS:-:;'.-21;-:" "Panel No.= 4 Panel """= ·>4 .. l Roof-·--~-- 0.21 . 0.00 0.00 0.00 0.00. 0.OOPan-V 0.00 0.00 R ~.;;-• h d ArN . WI Ml Dellll F 1 ;'&5:,;-30 ~:"M':: 792.0 84.15 1.25 0.07 14.90 . F A 7.1:»:c -••--· _ -218.0 22.!l!i 0.38 0.01 72.17 F B ,;=u.-; .• ., "4::-38.o 3.83 2.2s 0.21 4.89 Pan R • 8.252 F H .f::cjf;, J~·11.-·¥-.J1.";t, 0.0 0.00 0.00 . 0.00 0.00 PAIEl. lUOIOllll!S Plnel Line= ':~::';ii: sels Fae= ' ----·-PANEL NO. ON DRAWINGS::\i,::~ Panel -WI hid 808.5 85.90 1.22 220.5 ·23_43 0.37 36.0 3.83 2.25 40.5 4.30 2.00 0.0 0.00 0.00 0.0 0.00 0.00 ·o.o 0.00 0.00 0.0 0.00 0.00 D.O .00 0.00 Dellll R 0.08 1 .43 0.01 · 73.81 0.21 4.69 0.16 6.07 0.00 0.00 0. 0.00 0.00 0.00 OaOO 0.00 0.00 0.00 PanR• 6.933. PanWt• 70.60 Pan-V • l R!:INFORCED CONCRETE SHEAR WALL W/ONE OPENING si--wa11Une Panel Number Pene!Type . Panel Geometry PANEL NO. ON DRAWINGS; Hr- HA= HI!= HC= HD= HE= HF= LataraJLoads Vr+p Vmezz Hmezz· LF.= Gravity Loai;ls w1 w2 W3 P1 P2 P3 P4 PS P6 P7 P8 Boundary Chack Membaris ~ re= fy= P= Agrass PwAg .Allow Mu= VU= Mu/Vu'L= 3"1'11·(rc)".5= Pu/Ag+Mu/S llembllrC 'l6Shellr re,, fy= P= Agrass Pu/Ag IJlt7N Mu= Vu= Mu/Vu'L= 3"1'11·(1'c)".51= Pu.tAg+Mu/S Flexural Stael ilembara Include M spendrel MUb Asmln.= Bela1 = o.1s•p11= -Asn,q= b= a= c= (b'-2~•a•c)".5= As1= As2= ......... c Include M spendrel Muc As min.= Bela1= 0.75'Jlb= AsmaX= Asreq= IF a= c= (b-'2~•e•c)".5= As1= As2= . Design for Sh1111r Panel Ml= ~r,c)".5 Vu=. Asmln.= Smln= L/1= phi'Vn= -B Ml= Ac:¥'(1'c)".5 Vu= Asmfn.= Smln= Lil= phl"Vn= ...-.-c Ml= lv:i'(fc)".5 Vu= Asmfn.= Smin= 30.00 9.00 9.00 9,00 " X X 24.85 1 4,1.60 372,00 0.16 0.-40 241.77 28.86 2.25 70.58 0.37 0.50 4.QO 60.00 42.80 372.00 0.16 0.-40 241.77 28.86 2.25 70.58 0.37 :f::0;2'..7::£.J 241.77 ·o.99 0.85 0.02 6.38 1:'411 ~1.69 1911.60 899-40.10 58689.00 ft. ft. ft. ft. ft. ft. ft. >1.0 lips ksi kli kli kips JnA2 ksi ksi k"ft l<lps >1.0 l<lps ksl 111"2 il1"2 ln-'2 32.16 111-'2 1,411 lre'2 0}.""2fji:X~ ·---:241.Tf 0.99 0.85 0.02 6.38 1.46 -&1281.60 1911.60 89940.10 58689.06 111-'2 ln"2 ln"2 32.18 1.-46 ln"2 ln'-2 2 l.lal= lAs LIP LC> LD= LE= LF= 24 24 4 4 X X "· ft. It ft. ft. ft. ft. It x1 x2 x3 X1 X2 X3 X4 Mezz.load -X5 Mm.load. XS Mm.load X7 Mezz.load )(8 94 USC 1921.6.5.4 > .05"1'c 0.2 ksl. > .05"rc 0.2 kll. 1.-46111"2 1.'46111"2 94 UBC 1921.6 1785.60 111"2 112.93 l<lps 53.73 kips 0.19 ir'2111. Vu<Av"(l'c)".5, 1914.3 18.00 In. 37.18 135.52 kips 297.60 111"2 18.82 l(fps 28.86 . kips 0.23 111"2111. Vu>Av"(l'c)".5, 1921.8.2 9.60 In. 8.19 54.27 kfps 297.60 18.82 28.86 0.23 9.80 111"2 kips kips il1"2111. Vu>Av*(fe)".5,1921.6.2 In. '"-It= Hr/llDI=· HMA= HBILB= HC/1.C= H0/1..D= HE'/1.E= HF/LF= 24ft 2411 2411 It 1.25 0.38 2.25 2.25 ERR ERR ERR ·R= RA= RB= RC= RD= RE= RF= leltend <=Lwl2 1.000 tell'= 0.000 -0.500 tell'= 0.500 terr= 0.000 -0.000 -0.000 !elf= lnccnect • must be >=Lw/2 right end -B leltend <=Lw/2 lncom,ct-must be >=Lw/2 rilll!lend . FLl;XURAL STJ:El 5 fibers 4 ;\fl!.bals 3 #7bars 2 . ;\18 bars· FLEXURAL STEEL ~ #5bars 4 #&bars 3 #7bllrs 2 ;\18bals Pa,,.i SHEAR REINFORCING #5bars hOaks not required not a pier one CUlfafn #5bars 18 S,.,Dciwels #4barsllll· NA ino.c. -B SHEAR REINFORCING '3bais hook Iler ends note pier lwoairtains 2'3bars 10 SlabDcMefs ;Mbarslll> 11 lno.c. llamblrC SHEAR REINFORCING '3bars hooklwends note pier two·curtains iJfi;n. 7.75 7.75 7.75 7.75 -0.75 -0.75 -0.75 0 1 0 Vll<Acv(l'c)" .5 18 20 58 23 18.00 VU<Acv(rc)".5 18 14 10 23 18.00 Vu<Acv(fc)".5 18 14 10 23 18.00 0 1 0 Acv(rc)".5<\/u<AcV(rc)l'.5<2"Acv(rc)".5 18 16 58 23 18.00 -62 Acv(rc)" .B<Vu<Acv(t'c)".5<2"Acv(rc)".5 18 11 10 23 18.00 71 Acv(rc)".5<1/u<Acv(rc)".S<rAcv(rc)A.5 18 11 10 23 18.00 71 VU>=2"Acv(rcJ".5 18 32 58 23 18.00 VU>=2"Acv(rc)".5 18 11 10 23 71 18.00 V11>=2"Acv(rc)".5 18 11 10 23 71 \. LIi= phi'Vn= Holdown SlHI C.G.left= C.G. right= 1.4~ .9"Mr Jell= .s-Mrrigh.., Pu Jell= Purlghlc Spanclrel 5tftl FlexuralSINI ~dopth _$pandn,I _, Splndral design NSlllntS Mu~ =CF 8*1= 0.75*pb= Asmax= As/eq= b-< c= (b"2~'a*c)A.5= As1= As2= ShNrSINI Muleft= Mu right= Vlett= Vrlgh!= Vu= phl*Vr./2= Acv= NN"(fc)A.5 = 6.19 54.27 kips 12.00 II. 12.00 II. 1346.74 k"ft 808.70 k'll 808.70 k'll 28.02 kips 28.02 kips 21 II. 16 II. PlnnedEnds 386.53 k'll 201,8 in. 5.21 in"2 0.85 0.02 33.40 in"2 0.43 Jn-'2 -337478.40 1911.60 143790.82 335845.48 176.12, in"2 0.43 l(r'2 386.53 k"ft 386.53 k"ft 38.85 kips 38.65 kips 38.85 kips 83.99 kips 1562.40 fnA2 98.81 kips ERR 0.57111"2 NO 12~bms .SlabOowels '4bms@ 10 I 11 ino.c, HoklownSINI Left Right 2 tl6bar 2tl6bar 1 #!bar 1 #J'bar 1 ;tl8bar 1 ;tl8blr 1 fibar 1·'9 bar IPANDREL STEEL ----2 15bars T&B 2 tl6bal's T&B 1 #7bars T&B 1 ;tl8bars T&B si--s1ee1 15bars onecurlllin 15bars 18 ,inclc. phM/n= 242.36 kips phi *Ve= 118.578'kips upt ,1=r VU<AcY(fc)A.5 18 20 50 23 Acv(fc)A.5<VU<AcY(fc)A.5<2*Acv(rc)A.5 18 16 50 23 -56 18.00 Vu>=Z*Acv(fc)A.5 18 32 50 23 .... ! , du,. R2H Engineering, Inc. ™ JOB NO. '9208£?. PROJECT ft;.01<, ~ xf o DATE 7 /) / / o?.. --'---'--'--~-----'------------------ BY ______ _ SUBJECT _____ ~---,-------SHEET _____ OF __ _ :··-; ·-r- • _,:, •• .1 ••• ,, I•• : ! • .•• , __ ; __ :,.~ -~--: ••. : •• .! •••• '! : : t.... : ·. : : . . : : : : ·-····-·-+-· .. : ; -...... .: , · , , ; ; ·:;·_·;·_:;.-_?-._r.~.-·. ~.r .... l, •• ·.:.:: ••• :_:.~,~-.-.~ •• ·:: .... :.:,:: •• _·.~,i._~.---:··1~.:.·_.~ .. ·_.:.:.': .. ·.< .. :·:·_i.·:.-:·::.-.; ........ ; ··-::··:::-c '. . -.-J .... '. ' ••• : • -~ • I • +·:·:· .. ;: ~-.· :·.t: / ;. ';_~_-.~ t--,.t ., Q K ..... .... . . _ .. , ·-: ............ .. . ;_ :/ ; ; TU :j~ '(.f #s ~~ ~; ; ·F~~)!! !ir f !i!J ;·-2/~J.~~;~ .··: . : , .. , •; ..... , .... ; .. - .-.:"t.: ... . . . . -: .. : ---· !· -. - -· ···--t.--.---·- • ," ••• :• c .. :,~i-.;.,;, : '~"" • ,,,. : ••~• ;•••: ,,;_,,, -• . • .. , --·i ; . ~-..... -;· ... -~. ..,_, ••.... -- ---··-!·-• !'"' ~ ~-. -;. -.. -·· . --:- •••. .-,.l .... ·. :- J PANEL NO. ON DRAWINGS:l~~~ 1:+----i'---l--+---1~-+-----t-----i------i--~~--l wt hid Delta . R 0.83 0.04 27.61 0.17 0.01 168.44 2.00 0.16 6.07 Pan R •. 11.871 1.00 0.05 21.25 2.00 0.16. 6.07 Pan Ania= 900.00 0.17 0.01 168.44 2.00 0.16 1.00 0.05 21,25 Pan Seis V 2.00 0.16 6.07 wt hid Delta R 1 1.00 0. A 0.20. 0.01 B 1.50 0.09 PanR• 14.209 C 1.20 0.06 D 2.00 0.16 Pan Area• 682.00 E 0.00 0.00 F 0.00 0.00. G 0.00 0.00. H 0.00 0.00 \_ DltSTRJIIUllOM OF FORCEIIAND OVl!RTURNltG CAi.cUI.Al!ON8 SHl:ARWAI.L, LINE 1 INPUTS fotAi.ROOFV= TOTALMEZZV= TOTAL PANEL Vi< SUMV:o Roof Panel No. 2 3 4 5 6. 7 8 9 10 .11 12. 13 14 15 X WI hid Delta R 128.23 0.83 0.08 17.65 22.95 0.17 0.01 168:44 1.91 2.00 0.16 6.07 PanRz 9.554 3.83 1.00 a.as 21.25 1.91 2.00 0.16 6.07 22.95 0.17 0.01 168.44 1.91 2.00 0.16 6.07 PanWt• 95.62 3.83 1.00 0.05 21.25 PanSelsV 1.91. 2.00 0.16 6.07 WI hid Delta R 105.19 .1.00 0.06 1 14 19.13 0.20 0.01 139.60 2.55 1.50 0.09 10.79 PanR• 9.483 3. 9 1.20 0.08 15.95 1.91 2.00 0.16 6.07 '0.00 0.00 0.00 0.00 0.00 0. 0.00 0.00 PanWt• 93.71 0.00 0.00 0.00 0.00 PanSelsV o.oo· 0.00 0.00 0.00 Pan R = 10.576 WI . hid .Delta R 1.1 0.11 8.85 ·o.oo 0.00 0.00 0.00 0.00 0.00 Pan Ra 8.848 0.00 0.00 0.00. 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PanWt• 91.16" 0.00 0.00 0.00 Pan-V 0.00 0.00 0.00 Pan R • 8.661 .,, ). R£!lNFORCEO CONCRETE SHEAR WALL lWo STORY W/ FOUR STAcl<ED OPENINGS ShearWallUne 1:f~~ . . Panel Number ,:i:,;;tffi:<: PANEL NO. ON DRAWINGS: l>ane!Type 7 Panel Geometry Hr= HA= HB= HC= HO= HE= HF= HG= HH= Locale _. of pier C Deplhspanchllop= Dep1h spandrel bot,, Widlh of Opening B-C 'Mdth of Opening C-D Lataralloads Vr+p Vmezz Hmezz LF.= Gravity Loads w1 w2 w3 P1 P2 P3 P4 PS P6 P7 P8 Boundary Check MemberB %Shear fc,,, fy= P= 30.00 6.00 6.80 6.00 6.00 6.00 6.00 6.00 6.00 11. 11. 11. 11. 11. 11. 11. 11. 11. klll. klll. klll. kips (<fps kips kips Uol= LA= LB,, LC= LO= LE=· LF= LG= LH= kips Mea.lolld kips Mea. lolld i~~~= == 36 36 3 6 3 36 3 6 3 PANEL NO. 24 94UBC-1921.6.5.4 kll kll 11.B!r kips unfactoilld 279.00 fnA2 11. 11. 11. 11. 11. ft. ft. ft. ft. --HM.A= HB/1.B= HC/1.C= HD/1.D= HE/LE= HF/l.fl= HG/LG= HH/LH= x1 36 ft x2 36 ft x3 36 ft X1 Oft X2 :;-4-:f/,;~ft X3 ~-S:.#~~ft X4 36 ft X5 0 ft X6 ~fi:~iiift X7 ~~;;£-!>,ft XS 36 ft 0.83 0.17 2.00 1.00 2.00 0.17 2.00 1.00 2.00 Agross Pu/Ag o.blio kll less 1hlln lllklMlblo D Allow 0.,40 kll Mu= 21.2S k"II a VU= 9.09 kips WALLPIER MuNu'L= 1,00 <1.0 3't'h'(l'c)".5= 52.94 kips >VU Pu/Ao+Mu/S 0.18 kll < .05'l'c 0.2 kll. MlmberC D %Shear 0.&4 Ii re= 4.00 kll fy= 60.00 kif P= 25.06 kips unlactored Agross 558.00 in"2 Pu/Ag 0.063 kll 1ess111an...- Allow 0.,40 kll Mu= !15.<40 k"II Vu= 31.80 kips MuNu'L= 0.50 <1.0 3't'h'(fc)".5= 105.87 kipa >Vu Pu/Ag+Mu/S 0.10 kif <.05'1'c 0.2 kll. -D '11,Shnr 0.18 re= 4.00 ksl fy= 60.00 ksl P= 7.65 kips unfacfDred Agross 279.00 111"2 Pu/Ag o.wa ksl less 1hlln lllowable Allow 0.,40 kll Mu= 21.26 k'ft Vu= 9.09. kips WALLPIER MuNu'L" 1.00 <1.0 3't'h'(fc)'l.5= 52.94 kips >Vu PUl'AQ+Mu/S 0.27 ksl >.05'l'c 0.2 ksl. MlmberF %Shear 0.18 re= 4.00 kll fy= 60.00 kli P= 19.54 kips -red Agross. 279.00 fn"2 PU/Ag 0.098 kif less lhall .ilowable Allow Q.,40 ksl Mu= 93.76 k'ft Vu= 15.63 kips WALL PIER MuNu'L= 2.00 >1.0 3"1'1l'(l'c)'l.5= 52.94 kips >Vu Pu/Ag+Mu/S 0.19 ksl < .05'rc 0.2 ksl. -G %Sr-0.64 re= 4.00 kif fy= 60.00 lcsf P= -40.38 kips unractDred Agross 558.00 fnA2 'l'I/IA9 0.101 kif lesslhan~ AJlow 0.<40 kli Mu= 328.17 k"II Vu= _54.70 kips Mu/1/u"L= 1.00 <1.0 3"1'h'(fc)".5= 105.87 kips >VU ·PU/Ag+Mu/S 0.14. ksl <.QS"l'c 02 kli. -H %Shear o.-i8 re= 4.00 kl! fy= 60.00 kli P= 15.30 kips unfedDred Agross 279.00 fnA2 ReVNllhk.• R= 1.000 !elf= RA= 0.000 tetr= RB= 0.182 tetr= RC= 0.636 !elf= RD= 0.182 teff= RE= 0.965 felf= RF= 0.182 leff= RG= 0.638 ·!elf= RH= 0.182 !elf= leftend <=Lw/2 Incorrect· must be >=Lw/2 rigtrtend leftend <=Lw/2 Incorrect· must be >,;,lw/2 right end C D D G D H ·.':.;ii.~fn. 7.75 7.75 7.75 7.75 7.75 7.75 7.75 7.75 7.75 0 1 0 0 0 0 .. ·/· Pl&'AII ., NtrlN Mu= Vu= Mu/1/u"L= 3'1'h·(rc)".5= Pu/Ag+Mu/S Flexural StHI llenlbitr.B lncludoMspandrll Mu span top Muspebol Munetspan Mub Asmin.= Bela1 = 0.75'J)b= AsmaJr-, Asreq= b= a= cc (b"2-4•a•c)".5=: As1= As2= MemberC Include M spandrel Mu span top Muspanbol Munet span Muc Asmln.= Bela1 = 0.75"pb= Asmax= Asreq= b= a= c=• (b"H•a•i:)".5= As1= As2=. lllmberD Jnc!UdeMspandrei Mu span top Mu span bot MU·nelSJ)all Mud Asmin.= Bela1 = 0.75"pb= AsmaX= Asleqz bl' a= c= (b"2-4•a•c)".5=: As1= As2= MemberF lnelude M spanchf Muspan Muf Asmln.= Beta1 = 0.75"pb= Asma= Asreq,, b= a= c= (b"2-4"a•c)".5'c As1= As2= llllnberG lncludoMspar,drlli Mu span Mug Asmln.= Beta1 = 0.75"pb= Asmax= Asroq= b= a= c= (b"2-4•a•c)".5=: As1= As2= Mlniboc'H Include M sj,anchl Muspa;, Muh As min.= Bela1 = 0.75"Jl!F Asmax= Anci= b= a= c= (b"2-4•a•c)".5= As1= As2= Design forSh~r Pano! NN= />ct'lfe}"Jj Vu= As min.= SmlrP 0.077 ksi leulhlna_,. 0.40 ksi 93.78· k"ft 15.63 kips WAU.PIER 2.00 52.94 0.19 PANEL NO. =.:.:.:~~$ 0.00 0.00 0.00 27.26 >1.0 kips ksi 0.74 ln"2 0.85 0.02 >VU < .as-re :u 4.77 111"2 UieAs= 0.21 in"2 0.28 111'-2 "'48211.20 1911.60 10140.03 47400.26 25.01 llr'2 0.21 ln"2 0.00 0.00 95.40 1.49 ln"2 0.85 0.02 9.54 ln"2 U.As= 0.37 in"2 0.49 ln"2 -96422.40 1911.60 35490.09 95004.78 50.07 in"2 0.37 in"2 C::ifiB::fl.":.,;-, 0.00 0.00 o.oo 27.26 0.1'4 0.85 0.02 4.77, 0.21 -4Q211.20 1911.80 10140.03 47400.26 25.01 0.21 PANEL NO. ::."-:...-;a:A.: .:-:::~-~ 0.00 93.76 0.74 0.85 0.02 4.77 0.75 "'48211.20 1911.60 34879.93 45360.93 24.47 0.75 :-:·~"ft-:.-:.=: 0.00 ~.17 in"2 ln"2 ln"2 in"2 in"2 ln"2 ln"2 ln"2 in"2 ln"2 1.49 in"2 0.85 0.02 UseAs= 0.26 ln"2 :u UaeAs= 0.75 ln"2 9.54 111"2 Use.As= 1.30 in"2 1.73 ln"2 -98422.40 1911.60 122079.74 91453.86 49.14 in"2 1:30 in"2 =~.,,_s;.Jl.-~-'ffe 0.00 93.78 0.74 .ln"2 0.85 0.02 4.77 0.75 "'48211.20 1911.60 34879.93 45360.93 24.47 0.75 in"2 in"2 UseAsx 0.75 ft!A2 94UBC 1921.6 PANEL ,.0. 24. 2678.40 in"2 169.40 kips 85.95 kips 0.2 bi. 0.19 in"2/ll Vu<AY'(l'c)A.5, 191.4.3 18.00 in. FLEXURAL STEEL 1 115 bars 1 '6bars 1 111 bars 1 lllbars FLEXURAL STEEL 2 115 bars. 2 '6bars 1 111 bars 1 '8bars llemberD FLEXURAL STEEL 1 115bars 1 '6bars 1 111bars 1 Ill bars llemberF FLEXURAL STEEL 3 115 bars 2 16 bars 2 111 bars. 1 18 bars FLEXURAL STEEL 6 115 bars 4 '6bars S Rbars 3 #llbars llemberH FLEXU 3 2 2 1 Pariel SHEAR REINFORCING bars hooks not required not a pier one curtain 115bars 1a·1no.c. 0 1 Vu<Acv(rc)•.s 18 20 86 23 Acv(rc)".5<VU<Acv(rc)A.5<2'Acv(rc}".5 18 16 86 23 -65 VU>=2'Acv(rc)".5 18 32 86 23 .. ,,, J. LJlc phl"l/n= MemberB Mi=; Acv"(tc'/".5 Vu= Asmln.= Smln= LIi= phl'Vn= MlmberC At::i= Acv"(rc'/".5 Vu,;, As min.= Smln= Lil= phl"Vn= MemberD MF kv*(l'c'/".5 Vu= Asrnln,= Smin= LIi= phl'Vn= ...,_.F MF Aci'(rc'jA.5 Vu= As min.= Smit= LIi= phl'Vn= MlmberG MF Acv"(rc)A.5 Vu= Asmln.= Sminl= LIi= phi'Vn= MlmberH Ar:-= Acv"(re)A.5 Vu= Asmln.= Smin= LIi= phl"lln= Holdown SIN! C.G.lfft= C.G.rlght= 1.4"Mol= .9"Mrletl= .9'Mr right= Pu left= Purlght= Spandrel SfNI Spandnl~ l'lnunllstNI Splndrel depth Splndrel span Spancnll desigll usurnn ~uSf*l(hl Alsum«ld= Asmtn.= Befa1 = 0.75"J)b= AsrnaX= Asreq= b= II= c= (lt'2-4'a'c)".5= As1= ~ SpandrllC.0 FtexuralStNI Spandrel depth $pendrelspan Spandralileslgh assumes Muspandrel ~d= Asrnln.= Befa1= 0.75'),i)= AsrnaX= Alreq= b= II= c= (b-'2-4'a'c)".5"' As1= As2= SpandnlF-4 FluuraltllNI Spandreldeplt Splndrelspan 55.74 203.28 kips 223.20 14.12 9.09 0.19 7.20 4.65 111"2 kips kips ln"2/II. In. 16.94 kips 446AO ~.23 31.80 0.23 14.40 9.29 ln-'2 kips kips ln-'2111. In. 74.06 kips 223.20 14.12 9.09 0.19 7.20 4.65 ln-'2 kips kips ln-'2111. In. 16.94 kips 223.20 14.12 15.63 0.23 7.20 4.85 fn"2 kips kips ln-'2111. In. 48.62 kfps 448.40 28.23 54.70 0.23 14.40 9.29 fnA2 kips klpS ln"211l In. . 74.08 kips 223.20 14.12 15.63 0.23 7.20 4.65 in"2 kips kfpl ln"2JII. In. 48.62 kips PANEL NO. 24 17.36 ft. 18.64 ft. 2038.84 li"ft f712.93 k"II 1838.92 k"II lj.94 kips 11.32 kips PANEL NO. 24 6 ft. 12 ft. PlmedEnds 170.27 k"II VU<AV-(rC'/".5, 1914.3 VU>AY'(rc)A.5, 1921.6.2 hool<ecl barends requited VU<AV-(rc)".5, 1914.3 VU>AY'(l'c)".5,1921.6.2 hooked bar ends n,quired VU>AY'(rc)".5,1921.6.2 hooked bar ends required VU>AV-(rc)A.5,1921.6.2 hooked 1W ends required 57.6 In. d=.8'depth 1.49 in-'2 0.85 0.02 9.54 111"2 Use As= 0.67 111"2. 0.89 In-':! -911422.40 1911.60 6333!1.87 93877.35 49.77 111"2 0.67 ln"2 6 ft. 12 ft. PlmedEnds 111:47 k"II 57.6 In. d=.8'depth 1.49 111"2 0.85 0.02 9.54 in-'2 Use As= 0.43 111"2 0.58 'In"~ -96422.40 1911.60 41466.27 947113.98 l!0,01 in"2 0.43 111"2 PANl!L,NO. 24 6 ft. 12. ft. Slab Dowels I 14'bars t 29 In o.c. MemberB SHEAR REINFORCING 213bars hoOlcl not required hoops not required two curllllns 213 bars 7 In o.c. SlllbDowels 14bllS•NA lnO.C. ~c SHEAR REINFORCING 213bars hook bar ends not a pier two curtains 213bats 11 ino.c. Slab Dowels 14 bar.I INA In o.c. llenlbwD SHEAR REINFORCING 213bars hoOlcl not requited hoops not requited ' two cut1llins 213bl!s 7 rno.c. Slab Dowels :MbarstNA lno.c. Mlmberf SHEAR REINFORCING . 213bars ' hook bar ends hoops not !9(1111ted two curlalns 213 bars. 7 in o.c. SlabOowels 14 bars ' 13 in o.c. lllembarG SHEAR REINFORCING 213,bllS hook bar ends not a pier two curtains 213 bars 11 rn o.c. Slab Dowels iM bals, 8 in o.c. MembarH SHEAR REINFORCING 213bars hook bar ends hoops not required two Clll'laln• 2'3bars 7 Jrto.c. Slab Dawefs :t4 bars , 13 In o.e .. HokloWn 8INI Loft Right 1 jil6bar I 1 jil6bar 1 #7 bar 1 #7, bar 1 ,a bar r ,a bar 1 #9 bar 1 #9 bar SPANDREL. STEEL~ Flexund Steel ' 3 '5bars T&B 3 t&bars T&B 2 #7bllS T&B 2 lllbars T&B 8P c.o Flexural Steel 2 '5bars T&B 2 ~bars T&B 1 #7bars T&B 1 lllbars T&B Vu<Acv(rc)" .5 18 14 7 23 6.00 vu<Acv(rc)".5 18 14 14 23 18.00 VU<AcV(rc)A.5 18 14 7 23 6.00 VU<AcV(rc)".5 18 14 7 23 5.00 Vu<Acv(l'c)" .5 18 14 14 23 18.00 vu<Acv(rc'/".5 18 14 7 23' 5.001 /lv:N(rc)•.S<Vu<Acv(rc'/".5<2'/lv:N(rc)•.s 18 11 7 23 6.00 .29 /lv:N(rc)A.5<Vu<Acv(rc'/".5<2'Acv{rc)•.s 18 11 14 23 18.00 -220 Acv(rc)A.5<VU<AcV(rc)•.5<2'/lv:N(rc)".5 18 11 7 23 6.00 -29 Acv(rc)".5<Vu<Acv(rc)•.5<2'Acv(r.:)".5 18 11 7 23 6.00 -174 Acv(rc)A.57',Vu<Acv(rc)A.5<2'Acv(rc)".5 18 11 14 23 18.00 22 Acv(rc)".5<Vu<Acv(rc)•.5<2'Acv(rc)".5 18 11 7 23 5.00 -174 rlo: 1~1r,. '31 rl.12. _ l=l-12.,lt;> VU>=2'Acv(rc)•.s 18 11 7 23 6.00 VU>=2'Acv(rc)".5 18 11 14 23 18.00 VU>=2'Acv(rc)•.5 18 11 7 23 6.00 \/U>=2'Acv(rc)•.s 18 11 7 23 6.00 VU>=2'Acv(rc)" .5 18 11 14 23 22 18.00 \/U>=2'Acv(rc)".5 18 11 7 23 5.00 Nove~ ~ ' " ..,,_ J $plncral llesign ISIUrml PinnedEnds Muspandral 344.24 k'1I Assumedd= 51.6 in. c:t=.S-!lePth Asmln.= 1.48 ln'2 Beta1 = 0.85 0.75'pb= 0.02 SPANDREL STEEL F4 Asmax= 9.54 ln"2 Use As= FlexurlllSteet Asreq= 1.37 in"2 1.82 ,fnA2 6 '5bars T&B b= -9642;2.40 5 Mlt>Ms T&B F 1911.80· 4 #7'*5 T&B c= 128055.92 3 18 bars T &·B .. (b"2-4'a'c)A.5z 91203.69 As1: 48.08 ln"2 A:s2= 1.37 m SpanchlG-H PANEL NO. 24 l'luunlll1NI Spandrel-" 6 It Spandn,lspan 12 It Spandral design assumes PinnedEnds Mulplllldnll 344.24 k'I! Assumedd= 51.6 in. c:t=.S-depth k<min.= 1.-48 111"2 Beta1= 0.85 0.75'pb= 0.02 SP.ANDREI. G-lt Asmax= 9.54 ln"Z Use As: FlexuralSklel Asnlq= 1.37 111"2 1.82 ln"2 6 ;\IS bars T &'B b= -9642Z40 5 Mlbars T.&B F 1911.60 4 #7bar.l T&B c,= 128055.82 3 lllbars T&B (b-'2-4'a*c)A.!I= 91203.69 As1= 49.08 111"2 A:s2= 1.37 ln"2 s,,,i,,rlllNIII-C 8heat81N111-C Mu left= 102.12 k'I! Shoarsteel Vu<ACV(rc)•.s AeY(rc)A.5<1/u<2"Acv(rc)A.5 Vu>=2'Acv(rc)A.5 Mu right= 170.27 k'II ~bars 18 18 18 Vleft= 13.62, kll!s twoculfains 14 14 11 Vright= 18.82 kips 2'3bars 14 In o.c. 14 14 14 Vu= 18.82 kips phl'Vn= 86.02 kips 23 23 23 phl"Vc/2= 1&:94-kips -30 AeY= 446.40 ln-'2 phi• Ve,=' 33,879 kips. Acv"(rcf".5 = 28.23 kips SMarSIINIC-0 Shear 8INI c-o Mule!!= 111.47 k"1! Shellrsteel VU<Acv(rc)•.s AKN(rc)A.S<Vu<2'AeY(rc)".5 Vu>=2'AcV(~)A.5 Murtght= 43.32 k'1I 213bals 18 18 18 Vie!!= 12.39 kips two Cljllalns 14 14 11 Vrfght= 5.78 kips bats 14 In o.c. 14 14 14 Vu= 12.39 kips phl'Vn= 86.02 kips 23 23 23 phl'VC/2,, 18.94 kips -21 AeY= 446.40 111"2 phi• Ve,= 33.879 kips Acv"(rc)A.5 = 28.23 kips ShellrlllNIF-G Shear 8INI F-G Mu left= 109.83 k'll Shoarsteel Vu<Aev(rc)".5 Acv(rc)•.S<Vu<2!'AeY(rc)A.5 Vu>=2'AeY(rc)".5 Mu rfghl= 344.24 k'll 213 bars 18 18 18 Vlelt= 14.84 kips two curlainS 14 14 11 Vriqht= 38.25 kips 213bars . 14 In o.c. 14 14 14 Vu= 38.25 kips phi'VIF 66.02 kips 23 23 23 phi'Vc/2= 16.94 kips 104 104 k:i= 446.40 .ln"2 phi •vc,= 33.879 kip$ Acv"(rcJA.5= 28.23 kips llllearS..G-H Sllear8INIG-H Mu left= 344.24 k'II Shear steel · VU<AcV(rc)".5 AeY(rc)A.S<Vu<2'Acv(rc)".5 Vu>=2'AeY(rc)".5 Murlgh!= 109.83 k'I! ~bars 18 18 18 Vie!!= 38.25 kips two cur!ainS 14 14 11 Vright= 14.84 kips 2131>"5 .14 ino.c. 14 14 14 Vu= 38.25 kips phl'VIF 86.02 kips 23 23 23 phl'VC/2,, 18.94 kips 104 104 kN= 446.40 111"2 phf*Vc= 33.879 kips Acv"(rc)A.5 = 28.23 kips POOR QUALITY ORIGINAL S ~, . ~ • • • ,·-f . . R2H Engineeri.n& Inc. JOB NO. ()_.~pB/6 DATE I 0. /~tB /o2 PROJECT---: -~. __.'v_<..Oi~OZ.::,.__--'G'..._K-t,f.....,O'--r-~- .. BY __ ~_-_----~A_. __ SUBJECT· _______________ z;...;;;;-=,.;;;;,_ __ _ SHEET ___ OF __ : i • : t : .! . -.: .; ... :. !·-; .............. ·:· ; ,. , : . . ... -: .. .. . . !r~: -~~1.4Ip~; .. ; .·L. :!" ................ !.~ ......... ·-.b~··· : .ld..-_ ~-~ .~,·S~h ! •. ·D,/tl-I : ~;. . :.. • .. ·; · ••• '1 -;:; ,,. -, I01 : . :·-· ·-·-. . ·., !rt ;:: ~ ~~ u; . . ~ ~ ~r~-~:~::'.· . · · ' --·, · 1~ ~-!P.-~: ....... 0,01••• .. ••• ., ......... _................. • 0 ~ .. :--'·· "• --... ;.... ,, •• H, • .. . ;.··. L-j........ .. ... . ; t · .2 t!I ; : ,._,.:. .. : -t----~··: , ! : ~ :. • ' • d6,3,p", .A,~.. ' ~-( fiSfO.~i~/a.o),(-Ii ~V-iit' '· ·. · · ery;~•-r-~ ~:~i : · -14,,,a.o-.-~~"1a_· :1~-0 · · > ···--\ ... ' ..... · .... •• • : ... • .......... •• 1 -=·~~ . i·'4· . i: ;:::::· -· .... ... :::;_:· __ · -~~~-+~t~·L-~--~· . : ro~ fi~ ~(.ti :' J~ -I( F: . • t <_4!~,1. . l . ............. . . ~~ " . . · (IJ-~ .. --.. Srla\35ft5 .... ~~~TH ~.~. : · · · ~~./Jr:::::·.1.q_ tJ ... %·. -··-· .. ! ................... ., .. .. .. I i I . I • • 1 __ , . • j .. .... : .··. ·····.· ··:·: ... j~~·:·:rr~: .. :-..=··.::l·:: ,.. . . ... : . -. ; •' .. ·.. . ••' ••~-•••: •. :...i--••'-yo·1 ~-1·---•••-' ,' .: • ', ;, ~ ; •• • •-,,_;,..:_.K... ••,, • ..:•-TO . ~-; : . . '\.·::_~::~~t.fl::·t~·~.:!~~~·: .. ; ... : -~ ..... : : ~ . . ~-i ; '. -i_: . . . . ..... +·:r--···--..... -.... :.... . . . . ; .. ,.. ; .. . i : c-i. \.-· ....... 1 ... ·,s,.,,·r ,...Lr: .. ~, i . i: i.: .: ....... ;.. · ! • CT-1 ca.. -. ::::.i. '!JI~ f".10-.. · i · ·, ! :! ........ , ; ... ··: : I : • • :-• •: •. • I • :,: I, i, .' , : 1 • • ~ . .. . !· . ..! •.. ···1'••·_-~.,;-.• ~-----::. ..... ..:.,._ ·~· • . .......................... -·-· .•• .. .. . ·--···· ... ·-··--···· .. . , I I . : : , 1 l j • • 0 • :' \ , ; J • 4 • i I • J f I •"• • • f . w~ --~ L: t·~ri·,·i ···t1A -1-. ~ .. :· 1 · .. 1·t ; .· .. !.. i i-:._ t· = , :..! ... : : vv.., .. . .... ~ -· . . -.-· -. !, • . . • . . .• -... ' . ; ; ·. ~·;:.·;:·E:t~~;.::.,i.r-1:'.:;_::_; <, I : . -• ;J 1 ,:· ; i: i'" . ... r. .. =-;.__... ... .i •• Li_ '"o,,,,;_ r·{:..:.~---. ~ .... : ..... J. .. -·····--:.··-········ ... :--; ·!· :···---:-··-·· ~ffllliji I llflo ' -{ Q l ~ . , I .. , • . ---}~~(~X ~ i;.; j ; __ , _.-~_:::;{ -,--: :::-;: '~: i-~--f i ,tJ· .-. : ~ '·-·· ·-:"'."'.": ~""/· . u)Q,1> __ ::::.~: ~::r! :·_. --~--..... ·.-;:;·=f:::12.<L.1 !• I• PURLIN TIE CONNECTION DESIGN -'97 UBC TITLE: POL= PLL= T= L.F.= e= L= L ht.= b= re= Fy= lamda= in. in. in. in. psi ksi. (vertical reaction) (vertical reaction) (horizontal .force) (load factor for lateral forces) (distance from load to face of concrete} (distance from top of conn. L to anchor} (height of angle connector} (length of angle connector) ,(steel yield stress of angle conn.) (normal wt. cone.= 1) CALCULATE FORCES ON ANCHORS CASE I, DL + LL CASE II, DL + E Pu= 1.0881 kips Pu= 0.4914 kips· Tu= 0 kips Tu= 9.1 kips Ru=C = 1:920315 kips Ru=C+Tu 17.06244 kips ANCHORAGE TO CONCRETE (per 1994. U.B.C. sec. 1925;3.2-.4) no, of anchors = 0.5 Anchor diameter = 0. 75 in. · L.F. = 1.4 embedment depth= 6 in. spec'I inspection? 1 ( 1=yes) anchor head dia= 1.25 in. 60 ksi fs= lamda= phi= 1 +st'i.p8oN 0-,..TT Fpoxy -/~LVeS .. 0.65 ( .65 or .85 } Pss= phi*Pc= 18.23 kips -4. Tllr'~s1D"'{ ~o ~~,;;:) ON esr~ STE.cc-.... Grft ( Alq~G.JZ.~r} 9.4 kips ___ 8~.e 1-000 0t6-sx:> 01' VT~ 8,:JZ~.._.Grff ( A195 G12..;,,1-) Vss= phi*Vc:; 8.62 kips --t--TE:....,.SJCN i-ObO . ,3--a5....., 01"4 ~CIZ:.n".;s-Sm."G""-JGit·/ · 8.86 kips 4 s,~12. l-ooo &5~ ox Cavca~~ STJZ.IF~GTlt-~ CASE! Pu/stud = 2.1762 kips Ru/stud = 3.840629 kips 1/phi*(VuNc)= 0.245621 <=1.0 1/phi*(Pu/Pc)= 0.408578 <=1.0 1/phi((Pu.Pc)2+(V 0.147722 <=1.0 (Pu/Pss)"2+(VuNss 0.10812 <=1.0 CASE II Pu/stud= 0.9828 kips Ru/stud :;:: 34.12487 kips 1/phi*(VuNc)= 0.110926 <=1.0 0.:::;-.Jcn.rr::: e-;;::,cs:s-P, <i~C:.-- 1/phi*(Pu/Pc)= 3'.630306 >1.0, N.G.! 1/phi((Pu.Pc)2+(V 8:574426 >1.0, no good! (Pu/Pss)"2+(VuNss3.517037 >1.0, no good! CALCULATE REQ'D THICKNESS OF ANGLE CONNECTOR M = · 10.9785 in-kips· LF. for steel = ~~;~'?§J"r;fflj: Sr = 0.406611 in"3 t = 0.450894 in. req'd thickness ~ ~1/z X 3X.. 'S"/if:> CcJN, .. ( lL\J} wf ,ft 1¢ Atqo ~01 Tt+fl.~ P.aos @. zq' a .. c .. e;j/ 0 1t1es()I\JSsr e-r-Y 1-1 ;,,, (pt{ G'-f ~.:scs:~ De--r?ll.'., ~ ~2 TITLE: POL= PLL= t=. kips kips kips (vertical reaction) (vertical reaction) (horizontal force) (load factor for lateral forces) L.F.= e= L= L ht.= b= fc= Fy= lamda= ~~~~in. iri. in. (distance from load·to face of concrete) ( distance from top of conn. L to anchor) (height of angle connector} (length of angle connector} (steel Yield stress of angle conn.) (nonnal wt. cone.= 1) CALCULATE FORCES ON ANCHORS CASE I, DL + LL Pu= 19.097 kips Tu= 0 kips Ru=C = 19.25149 kips CASE II, DL + E Pu= 4. 732 kips Tu= 9.1 kips · Ru=C+Tu 17.76328 kips ANCHORAGE TO CONCRETE (per 1994 U.B.C. sec. 1925.3.2-.4) no. of anchors = 5 Anchor diameter= 0.75 in. L.F. = embedment depth = · 6 in. spec'I inspection? anchor head dia= 1.25 in. fs= lamda= phi= Pss= phi*Pc= Vss= phi*Vc= CASEI Pu/stud= 3.8194 kips Ru/stud = 3.850297 kips 60 ksi CASE II Pu/stud = 0.9464 kips Ru/stud = 3:552657 kips 1.4 1 ( 1=yes) 1/phi*(VuNc)= 0.431084 <=1.0 1/phi*(VuNc)= 0.106817 <=1.0 1/phi*(Pu/Pc)= 0.409606 <=1.0 1/phi((Pu.Pc)2+(V 0.229847 <=1.0 (Pu/Pss)11.2+(VuNss 0.240933 <=1.0 1/phi*(Pu/Pc)= · 0.3n942 <=1.0 1/phi((Pu.Pc)2+(V 0.100263 <=1.0 (Pu/Pss)A2+(VuNss 0.050032 c:;=1.0 CALCULATE REQ'D THICKNESS OF ANGLE CONNECTOR M = 31.85 in-kips L.F. for steel = !iI''t~f§=ft? Sr= 1.17963 in11.3 t = 0.313532 in. req'd thickness g" v::,.JCJ'l,,FT~ ~Gr Y l'51u-,-J c.~ · IC k } (t 1 -· ITEM#l6 r h. \ ,,.. J I , · $ R]H Engineering, Inc .. . '(', JOB NO. o ~oSS .PROJECT_T(_._l_Q)_.;;f..;;;...,t.;._J...-+{?...;::D:;_· _· _ __; ____ DATE oa/o"T/02 BY __ -3"=.;_ .. 9"""",.,.__ __ SUBJECT SHEET .:3 OF __ _ ":f'"(.O()l2.f .JJGr ---------------------- Cc«~~~ ~'fill. WT( 31/-i. Co'¥£fl-)--------- 'F(.OO(J. oe-c t< ( TYpe-8 20 GJI,,.) ----------------' . T1~CH·1L.. ~P121"·P<~a..6 ---------------- <:e1l.ri\1~ i-flGC. JO\~ T ----------------------------- 2-D Pst? • SI·~ cp,.sr • :2r3 psr. .,. !J ~d'.?', a.o p\)r. I • '5" f>SP, ! .o psr. e,2.2. '?Sf'-€. D-e-CK. &><../•2 P'5f' @ ..:JGt$T + J8,0 ~~ Tr<....-+r-/o,c,.~ H eCH I L. GHz..oe/2... ------------------ I, 0 P'Sf'- J' .o psr. eo 1 z P5f. @.. G, 12.De-12... t:(O p'5-?, ( ~~v<;io.l.:s. ro,z..bl~) r \ r;: ; ) To specify your title block on these five .lines, use the $ETTINGS main menu selection, choose the Printing & Title Blocktab, and ent your title block information. Title : Floor Expo Dsgnr: JA Description : Scope: Job#02088 Date: 4:14PM, 17 OCT 02 R.e._6 000 User: :l!CW-06029:1., Ver 5.6.0, SteelBeamDesinn Page 1 Cc)::t.983-2002 BNBRCALC Eng~ W!~ecss,02oas.acw:ca1cu1at~cne ~ 4 · , J1 !ltt:tQ~ ==~~ggbt:: ;r:: ;.~~~:eco~~:c::::c:;c~AP;:::~~~====efi Description Beam at Patio: l.J f'/: ~z2:f±:. . General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements "· Fy .< 50.00ksi Steel Section.: W14X22 Pinned-Pinned Load Duration Factor 1.00 Center Span l;.eft cant. 12.50 ft 0.00 ft 0.00 ft 0.00 ft LL~ ST Don't Act Together Right Cant lu , Unbraced Length DL LL st Start Location End Location Summary Using: W14X22 section, Span = 12.50ft, Fy = 50.0ksi End Focity • Pinned-Pinned, Lu= 0.00ft, LDF = 1.000 Actual Moment fb : BendiniJ Stress tb/Fb Shear fV:ShearStress fv/Fv 4d.469 ·k-ft 16.765.ksi o.&08 :1 12.950 k 4.098 ksi 0.205: 1 Allowable 79.658 k-ft 33.000 ks/ 63.204 k 20.000 ksi Elastic Modulus 29,000.0 ksi k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflecti9n Length/CL Defl Length/(DL +LL Defl) -0.197 in 1,588.6: 1 760.6: 1 I ~~~~,,!;,~J:!~,~m~~ .. ,,,,,,,1,,,,,,,1,,1,,,11,1,11,i,,1,11,,,,,,,,,1,,,1,,,,c,,,i<,ci1,o,io,oooil!IC1<""°"'™--™""'™""""'™"""-~"J Max.M+ Max. M- Max. M@Left Max. M @.Right Shear@Left Shear@ Right CenterDefl. Left Cant Defl Right cant Defl ... QueryDefl@ Maximum 40:47 k-ft 12.95 k 12.95k -0.197 in O.OOOin O.OOOin 0.000 ft Reaction@ Left 12.95 Reaction @ Rt: 12.95 Fa r..atc'd per Ea. E2-1, K*L/r < Cc DL ...Qn!L 19.37 6.20 6.20 -0.094 0.000 0.000 0.000 6.20 6.20 c::<-These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 40.47 . 12.95 12.95 -0.197 0.000 0.000 0.000 12.Sq 12,95 -0.094 0.000 0.000 0,000 6.20 6.20 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k I Beam Passes Table B5.1, Fb oer Ea. f1-• Fb = 0.66 Fv Section Properties W14X22. Depth 13.740in Width 5.000in Web Thick 0.230 in Flange Thickness 0.335 in Area 6.49 in2 Weight I-XX 1-yy S-xx S-yy . 22.04#/ft 199.00in4 7.00in4 28.967in3 2.800in3 r-xx r-yy Rt 5.537 in 1.039 in 1.250 in To specify your title block on these five lines, use the SETTINGS main menu selection,. choose the Printing & Title Block tab, and ent y~ur title block information. R.e ... 000 Ueer: KW-060291, Ver 5.6.0, {0}1983-2002 BNBR~C Bng~ ' Description Beam at Patio: W18x40 Title : Floor Expo Dsgnr: JA Description : Scope: Job#02088 Date: 4:15PM, 17OCT02 ~eneral Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Fy Steel Section : W18X40 Pinned-Pinned Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,000.0ksi Center·span 22;00 ft Left Cant. 0,00 ft LL & ST Don'tAct Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft DL LL sr Start Location End Location Summary Using: W18X40 section, Span = 22.00ft, Fy = 50.0k&I End Fixity = Pinned-Pinned, Lu = 0.00ft, LOF = 1.000 Actual Moment fb : Bending stress fb/Fb Shear fv : Shear Stress fv/Fv I Force & Stress Summary X,o,.~_ommcccemmcomece~ccodmc:QHmm5bmaabbb Max.M+ Max. M- ·Max. M @ Left Max. M @ Right Shear@Left Shear @ Right Center Deft. Left cant Defl Right Cant Deft .•. Query Deft @ Maximum . 125.36 k-ft 22.79k 22.79k -0.615in 0.OOOin O.OOOin 0.000 ft 125.356 k-tt' 21.999 ksi 0,667 : 1 22.792 k 4.042 ksi 0.202: 1 DL ...QnJL 60.02 10.91 10.91 -0.295 0.000 0.000 0.000 Allowable 188.045 k~fi: 33.000 ksi 112.no k 20.000 ksi kilt kilt kilt ft ft Beam OK Static Load case Governs Stress Max. Deflection Length/CL Defl Length/(DL +LL Deft) -0.615 in 896.1 : 1 429.0: 1 «-These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST C Center @ Center C Cants C Cants 125.36 22.79 22.79 -0.615 -0.295 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in Reaction@ Left 22.79 10.91 22.79 10.91 k Reaction@Rt 22.79 10.91 22.79 10.91 k Fa calc'd oer EQ. E2-1, K*L/r < Cc I Beam Passes Table B5.1. Fb per Ea. Fl-1, Fb = 0.66 Fv / I 8!~~~.!.~~~~ .......... ~?!~4 ~ .. faiiimm, ........ "'"'"''"'""'"'"'"'"'·"'"'''"'''"''"'™""'<ilom!""''"'"'"'''""'"'"'"'"'.,¼""'™="~"""'"::l Depth · 17.900in Weight 40.08#/ft· r-xx 7.202 in Width 6.015in I-xx 612,00 in4 r-yy 1.272 in Web Thick 0.315 in 1-yy 19.10 in4 Rt 1.520 in Flange Thickness 0.525 In S-xx 68.380 in3 Area 11.ao in2 s-yy 6.351 ln3 ,~ 11\_ ,l: fl:' ~ -~ ~i._ .$.R2H Engineering, Inc. JOB NO. o:20ee PROJECT _:t.........::::~~.,,,_'"6°..;::_)(.::.:..,p~cl."'2-----'----DATE /(J{/0 /02 BY S,A. SUBJECT_... ___________ SHEET ___ OF __ _ ~ ,.o P4. = , .3 :21, 1,?-31''-//q" + i .. ()~·'-f,;~ $•{p/q II . . ·-= <t, l.~ 1(11>,S + .a.oa = 311GG K,ps 2 ··2 o.-~, .... \"' . ~ .... ·- . I ' (. "--' ~1;'~ . '· To specifY..yourtitle block on these five lines, use the SETTINGS main me·nu selection, choose the -PrJnting &·Title Block tab, and ent your title block information. Trtle : Floor Expo Dsgnr: JA Description : Scope: Job#02088 Date: 3:37PM, 31 OCT 02 GeneraJ Information Calculations are designed to AISC-9th E~ilion ASD and 1997 UBC Requirements ~ :-:~«-.:-:-:.-· .. ~. • •• " . • :-."«""'" ,:. .. .-..~. • • • ;.:.:.:-::~ • .. : .. ,:.:._.:,:..~ ::: Fy . 50.00ksi Steel Section : W14X22 Center Span Plnnecl-Pinned Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi Left Cant. Right Cant 24.00 ft 0.00 ft Q.00 ft 0.00 ft LL & ST Don't Act Together ' Lu : Unbraced Length Distributed Loads VI',;.-.• • •• :-. • .- DL LL ST Start Looation End Location #1 0:216 0:540 #2 Using: W14X22 section, Span= 24.00ft, Fy = 50.Pksi End .Fixity= Pinned-Pinned, Lu = 0.00ft, LDF = 1.000 , Actual Moment 54.432 k-ft fb : Bending Stress 22.550 ksi fb/Fb 0.683: 1 Shear , fv : Shear Stress fv/Fv -Maximum Max. M + 54.43 k-ft Max.M- Max.M@Left Max. M @ Right Shear@Left Shl;lar @ Right Center Defl. left Cant Deft .Right Cant·Defl ... Query Deft@ 9.07k- 9.07k -0.978in O.OOOin o.oooin 0.000 ft 9.072 k 2.871 ksi 0.144: 1 DL ..QnlL 15.55 2.59 2.59 -0.279 0.000 0.000 0.000 #3 #4 Allowable 79.658 k-ft 33.000 ksi 63204k 20'.000 ksi . "" #5 #6 #7 k/lt k/lt k/ft ft ft Beam OK Static Load Case Governs Stress · Max. Deflection Length/CL Def! Length/(DL+LL Def!) -0.978 in 1,030.8: 1 294.5: 1 «-These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST .g Center @ Center @ Cants @ Cants 54.43 k-ft 9.07 9.07 -0.978 0.000 0.000 0.000 -0.279 0.000 0.000 0.000 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in Reaction @ Left 9.07 2.59 9.07 2.59 2.59 k k Reaction @ Rt 9.07 2.59 9.07 Fa calc'd per Ea. E2-1, K*L/r < Cc I Beam Passes table B5.1, Fb per Ea. F1-1. Fb = 0.66 Fv Depth Width Web Thick Flange ThicknE!$S Area .. -.;.· 13.74oin 5.000in 0.230in 0.335in 6.49in2 • •• ,:.::-::,c-x-x m~. u Weight I-xx 1-yy S-xx $-yy x~« ........ ~- 22.04#/ft 199.00 in4 7.00in4 28.967 in3 2.800in3 r-xx r-yy Rt .-: ... 5.537 in 1.039 in 1.250 in ,SEE MORE STRUCTURAL CALCS SCAN'NED SEPARATELY • Geotechnical • Geologic • Environmental 5741 Palmer Way • ·Carlsbad, California 92008 • (76.0) 438-3155 • FAX (760) 931-0915 September 23, 2002· W.O. 3420-A-SC Florexpo LLC c/o R2H Engineering, Inc. ·17150 Via Del Campo, Suite 306· San Diego, California 92127 Attention: Subject: References: Mr. Ken Boe Mezzanine Foundation Plan Review, 1960 Kellogg Avenue, Carlsbad, San Diego County·, California · 1. "Preliminary Geotechnical Evaluation, Carlsbad Airport Center, Unit II, Lot 36, Carlsbad, California," W.O. 1769-~-SC, dated November 21, 1994, by GeoSoils, Inc. · 2. "Supplemental Foundation Recommendations, Carlsbad Airport Center, Lot 36, Carlsbad, California," W.O:_ 1769-SD, dated _November 30, 1994, by GeoSoils, Inc. 3. "Final Report of Rough Grading and Capital Improvements, Carlsbad Airport Center, Unit II, Lot 36, Carlsbad, California," W.O. 1799-SD, dated June 27, 1995, by GeoSoils, Inc. 4. "Foundation Plans, Florexpo, LLC, 1960 Kellogg Avenue, Carlsbad," Sheet S-2 (mezzanine), Sheet S-1 a (schedules) and Sheet 2-A (Main building), Job No. 02088, Undated (sheets S-1a and S-2 [mezzanine]), and dated January 26, 1995 (main building), by R2H Engineering, Inc. · Dear Mr. Boe: ·· In accordance with your request, GeoSoils, Inc. (GSI), has performed a review of the referenced foundation plans, notes and details prepared by R2H Engineering, Inc., and the referenced reports prepared by this office for the subject project. Based on ou·r review: the plans (Referen·ce No. 4) reviewed appear to be in general conformance with the recommendations provided by this office an·d presented in GSl's . referenced reports (Reference_Nos. 1 through 3), with the following comments: ' . . 1. The foundation designparameters presented in Reference Nos. 1 through 3, should be properly incorporated into the design and construction of the proposed improvements, and referenced. on the approved -plans. 2. All foundation work Should be observed by this office as noted in the foundation notes shown on Sheet S-ta. I. i ' ·r . . The·concli:Jsions and recommendations presented herein are professional opinions. These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of practice are subject to change with time. GSI assumes no responsibility for work, testing or recommendations performed or provided by others. · -The opportunity to be ·of service is greatly appreciated. If you have any questions, please . do not hesitate to call our .office~ . - Distribution: (4) Addressee Florexpo, LLC 1960 Kellogg Avenue, Carlsbad . File:e:\wp7\3400\3420a.mfp Reviewed by: ~ly\J/1.l'J~- GeoSDils, lne. Civil Engineer, RC W.O. 3420-A-SC September 23, 2002 Page2 . NOV-30-94 1S:1B FROM, GSI CARLSBAD IO: 8199310915 PAGE 2 • Geotechnical • Geologic• Environmental 5741 Palm4'r Way • Carlsbad. California 92008 • (619} 438·3155 • FAX (619) 831-0915 November 30, 1994 FOUR-SHER DEVELOPMENT COMPANY 990 Highland Drive, Suite 202 Solana Beach; Callfomia 92075 Attention: Mr. Chartes J. Sher Subject: i I Supplemental Foundation Recommendations Carlsbad Airport Center, Lot 36 . Cartabad, CallfomJa . W.O. 1769..SD Reference: ·Preliminary Geotechnical EvaJuatlon, Carlsbad Airport Center, Unit II, Lot 38, Carlsbad, Callfomia", by GeoSolls, Inc., dated November 21, 1994. ' Gentlemen: Based on a conversation with Mr. Sher of Four-Sher Development and Mr. Rush with R2H Engineering, and a review of our referenced report. the following supplemental foundation design parameters are provided herein. Recommendations contained In our referenced report are considered valid unless $pecfflcally herein superseded In the text of this letter. An allowable bearing value of 2250 pounds per square foot (psf) may be used for-design ot continuous footings 15 inches wide and embedded 18 Inches ~low adjacent finished grade, bearing In property compacted flit material'. This value may be Increased . by 200 pounds per square foot for each additional 12 Inches In depth and by 150 pounds per square foot for each additional 12 Inches in width to a maximum value of ~750 pounda per square foot (psf). The above values may be increased by one-third when considering short duration seismic or wind loads. · · Isolated spread footings and retaining wall footings should be designed and constructed In accordance with recommendations presented In our referenced report. 'Property compacted Is defined by material compacted to at least 90 percent relative compaction which refers to the lri¥place dry density of soil, expressed as a percentage of the similar material, as determined by the ASTM D1557 laboratory compaction procedure. FOUR-SHER DEVELOPMENT COMPANY W.O. 1799X•S0 ID , S 199 3 1 09 l 5 PAGE 3 NOVEMBER 30, 1994 PAGE2 The opportunity to be of continued Nrvfce is greatJy appreciated. If you have any questions concemihg this report or if we may be of further -8istance, please do not hesitate to contact any of the undersigned. Respectfully submitted, GeoSolla, Jnc. ~c:? Robert G. Crisman Staff Geologist RGC/ATG/mb cc: (2) Addressee (2) ~H Engineer, Mr. Craig Auah Mdnwl Guatam, ACE 47335 Principal Engineer : .. -... ~ ', .) ' ,, a .. ,.~ ; .J -··'' i PRELIMINARY GEOTECHNICAL EVALUATION, CARLSBAD AIRPORT CENTER, UNIT 11, LOT 36 CARLSBAD, CALIFORNIA FOR FOUR;.SHER DEVELOPMENT COMPANY 990 HIGHLAND DRIVE, SUITE 202 SOLANA BEACH, CALIFORNIA 92075 W.O. 1769-SD NOVEMBE.R 21, 1994 GeoSoils, Ine. . * ), .. s ' ) ". -~ . ' ' ' :,,,: f"i . , . ... ~- · .. j: .. ~ ' . ... -~ ; ' -• ..... ;; ( -' !. J ' : i TABLE OF CONTENTS SITE DESCRIPTION . • . • . . • • • . . . . . . • . . . . . . . .. . . • . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . 1 Site Conditions and Proposed Development . • . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 PROPOSED ADDITIONAL DEVELOPMENT . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 -FIELD EXPLORATION . . . . . . . . • • • . . . . . . . . . . . . . . . . . . • . • . • . . . . . . . . . . . . . . . . . . . . . . 2 EARTH MATERIALS ..................... ,-• . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Artificial Fill . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . • . • . . . . . . . . . . . . . . . . . . . . . . 3 Bedtc;:>ck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SUBSURFACE WATER • . . . • . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 FAULTIN~ AND REGIONAL SEISMIC.ITV .......................................... · 3 ' Qther Hazards Considered . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 LABORATORY TESTING . . • . • . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . 4 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Field Moisture and Density . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Laboratory-Standard . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Expansion Potential . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Direct Shear Tests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 CONCLUSIONS ......................... ·. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 RECOMMENDATIONS-EARTHWORK CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Grading . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 General . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Site Preparation . . . . . . . . . . . . . . • . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . 6 Removals ........................ ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Over-Excavation ............ ; .............. : . . . . . . . . . . . . . . . . . . . . . . . . 6 . Fill Placement • . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Exterior Slab On Grade Areas . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Pavement Areas . . . . . . . . . . . . • . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 FOUNDATION RECOMMENDATIONS ..... , ....................................... 7 Recommendations for Concrete "Tilt-up" Structures . . . . . . . • . . . . . . . . . . . . . . . . . . 7 Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Bearing Value • . . . . • . . • . . • . . • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Lateral Pressure . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Fo1.,1ndation Settlement -Structural Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Design of Floor Slab . . . . . . . . . . . . . . • . • . . • . • . . . . • . . . . . . . . . . . . . . . . . . . . . . 9 Retaining Waifs ...•.•.....•.....•..•............ _. . . . • . . . . . . . . . . . . . . . . 9 Bearin_g Value . . . . . . . . . . . . . . . . . . . . . . • . • . . . . • . . . . . . . . . . . . . . . . . . . . . . . . 9 Lateral, Pressure . . . . . . . • . • . . • . . . . . . . . • . . . . . . . •. . . . . . . . . . . . . . . . . . . . . . 1 o Loading Dock Wall . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 GeoSoUs, Inc. } 7 ' ) .. ·) ' . ~ '· i "I : : 1:--- ~· . : . i ' . ' "·1 • J :_,·; Table of Contents (continued) Restrained Walls . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 O Cantilevered Walls .............................. .-. . . . . . . . . . . . . . . . . . . 10 Wall Backfill and Drainage . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . 11 PRELIMINARY .PAVEMENT DESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Subgrade and Base Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Pavement Construction and Maintenance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 DEVELOPMENT CRITERIA.................................................... 12 Landscape Maintenance and Planting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Additional Site Improvements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Additional Grading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Footing Trench Excavation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Trenching . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Drainage ....... •· ...•....... j ••••••••••••••••••••••••••• a • • • • • • • • • • • • 13 General ........ , ......... '......................... . . . . . . . . . . . . . . . 13 Proposed Earth Swale . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Utility Trench Backfill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 PLAN REVIEW • . . . . . . . . . . . . . . . . . . . . . . • . . . • . . . . . . . . . . • . . . . . . . . .. . . . . . . . . . . . . . 14 LIMITATIONS ........................................ : . . . . . . . . . . . . . . . . . . . . . 14 GeoSoils, Inc. ._'ii, \ , I \ j fl u ,....; . i : ! ·-~J "" -~ ~ . ' . ,, '..:.•!, r~ . ' . ;: '\ Geotechnical • Geologic • Environmental 5741 PalmerWay • Carlsbac;i,California92008 • (619)438-3155 • FAX(619)931-0915 FOUR-SHER DEVELOPMENT COMPANY 990 Highland Drive, Suite 202 Solana Beach, California 92075 Attention: Subject: Gentlemen: Mr. Charles J. Sher Preliminary Geotechnical Evaluation, Carlsbad Airport Center, Unit II, Lot 36 Carlsbad, California November 21, 1994 W.O. 1769-SD In accordance with your request, GeoSoils, Inc. has performed a geotechnical evaluation regarding proposed construction on Lot 36 within.the Carlsbad Airport Center. The purpose of our ,study was to evaluate the nature of earth materials underlying the site and to provide preliminary recommendations for site preparation, earthwork construction, and foundation design/construction, based on our findings. SITE DESCRIPTION Site Conditions and Proposed Development The subject site is a roughly rectangular shaped lot bo1,1nded by Kellog Avenue and an adjacent developed industrial property on the west, ali adjacent undeveloped industrial pad on the south, and undeveloped airport property to the north and east. A 15± foot high cut slope descends from Lot 36.to the adjacent property on the south (Lot 35). An additional cut slope, less than 10± feet in height, descends from airport property to the pad along the northern property line. Our records indicate that Lot 36 contains two cut/fill transitions which trend from southwest to nortt,east across the pad. These transitions are shown on Plate 1. Lot 36 is one of twenty three sheet graded lots and associated street improvements within Unit 2 of the Carlsbad Airport Center (Figure 1). Earthwork for Unit II the has occurred in two phases. · Initial earthwork on Unit II took place in conjunction with mass grading of Unit 1. Fill was placed under the observation and .testing services of Moore & Taber in the areas of Lots 40, 41 and 48 and portions of Lots 33-35, 39, 42 and 49. Grading of Unit 1 and the above mentioned portions of Unit 2, was performed by Templeton Construction between November, 1985 and November, 1986. .-·-~ ; ) : ' ~ : • .,1 i'• t' ',' ~.. :- '\. I I I / I I lo 1"' ..,w!, I . -~· "" \ I !~•w ~!,!"' ~d ....... " OIi ~ ~ ~i~o :i I ; 3~r:.c 1~ I ---~~--------+---- 1 11 I \1 I I I I I I I I I ~ I. ~ A ~irJ~ ~1iHfflONAV SCALE 1"=2900' TAKEN FROM "THE THOMAS GUIDE 1992 -SAN DIEGO COUNTY EDITION" SITE LOCATION MAP DATE 11/94 W.0. NO J 269-SP Geotechnical Engineering • Enginaering Geology FORM 89/22' . ; ~. ;, n I: S .J . 1 l .· ,:. FOUR-SHER DEVELOPMENT COMPANY W.O. 1769-SD NOVEMBER 21, 1994 PAGE2 The second phase of earthwork for Unit 2 occurred under the observation and testing services of San Diego Geotechnical Consultants, Inc. (later named ICG Incorporated). Grading of Unit 2 was performed by Astleford Construction between August, 1989 and March, 1990. Lot 36 is sheet graded at an approximate grade of 2.5%, resulting in a fall of approximately 14 feet from northeast to southwest. Drainage on the lot is by sheet flow to a concrete catch basin located in the southwest comer of the lot. Other existing improvements include landscaping of slopes. PROPOSED ADDITIONAL DEVELOPMENT It is our understanding that proposed additional development of the lot is to consist of ~ite grading and construction of a 94,000 square foot concrete "tilt-up" building, driveways, parkjng stalls and driveway access from Kellog Avenue. A truck well/loading dock area is planned along the eastern side of the structure. - Typical cut and fill grading techniques are anticipated to construct the building pad to the desired graded configuration. Maximum fill depths are anticipated to be on the order of 7 feet and proposed onsite cut and/or fill slopes are not anticipated to exceed five feet in height at gradients of 2:1 (horizontal to vertical) or flatter. It is our understanding that finished floor grade for the proposed structure Will be at an approximate elevation of 313 feet above mean sea level. Based on this elevation, a planned cut/fill transition is anticipated to be created in the central portion of the structure's foot-print. Earthwork quantities are anticipated to balance. j FIELD EXPLORATION Previous exploration of subsurface conditions on site, consisting of three backhoe trenches a,:id one hollow stem auger boring, were performed in preparation of our referenced report (GeoSoils, Inc., 1991). A log of these excavations are included in Appendix I. Subsurface conditions were explored for this study by excavating three borings with a hand auger, ranging in depth from 0.5 to 1.5 foot. A Log of the test excavations is included with this report in Appendix I. Field exploration was performed on November 7, 1994, by a GSI staff geologist, ·who logged the excavations and obtained samples of representative materials for laboratory testing. The approximate locations of the test excavations are indicated on the enclosed Geotechnical Map (Plate 1) which uses the 1"=30' scale site plan prepared by as a base. GeoSoils, lne. --, '• .. • l . : ' . ~ f1--t~i . - ·' ,. ~ ... ~ A FOUR-SHER DEVELOPMENT COMPANY W.O. 1769-SD EARTH MATERIALS NOVEMBER 21, 1994 PAGE3 Earth materials encountered on the site consist of artificial fill and sedimentary bedrock belonging to the Eocene age Santiago Formation . Artlficlal Fill Artificial fill encountered onsite consists of gray brown to yellow brown silty fine sand and fine sandy ~ilt These materials are typically dry and loose within the upper 6-12 inches below existing grade and become moist and medium dense below this depth. A very thin (less than 6 inches) surficial layer of fill spoil was observed overlying bedrock materials over most of the 11cut11 portic;,n· of the lot. This material was likely placed incidentally as the lot was fine graded to its present configuration. Based on a review of our referenced report, existing fills occur within the central portion of the site and appears to have been placed within a small southwest draining, natural swale. Along the axis of this pre-existing swale, fill thickens to the southwest from 4.5 feet to 16.5 feet in depth. Bedrock Santiago age formational materials consist of yellow brown, silty fine sandstone. Bedrock materials are typically dry and dense. While bedding orientations were not observed during this study, the southwestern regional dip was noted in the area di.iring previous site work performed by this office (GeoSorls, Inc., 1991} and others (San Diego Geotechnical Consultants, 1988}. SUBSURFACE WATER Subsurface water was not encountered within Lot 36 during field work performed in preparation .of the referenced report nor in any of our test excavations completed during the current evaluation. Ground water-is not anticipated to affect site development, provided that the recommendations contained in this report are incorporated into. final design and construction. These observations reflect site conditions at the time of our investigation and do not preclude changes in local groundwater conditions ih the future from heavy irrigation, or precipitation. While subsurface water was not encountered onsite., saturated soils were observed within the existing planter area along Kellog Avenue. The observed saturated conditions are likely ·due to excessive irrigation of the planter areas. FAULTING AND REGIONAL SEISMICITY : , No known active or potentially active faults are shown crossing the site on published maps (Jennings, 1992). No evidence for active or potentially active faulting was encountered in any of our exploratory excavations performed dl,lring. this evaluation or in our referenced report. GeoSoils, Inc. ! : ) I . •\ . ' . •' ,_,., ,. ' I f ; ,_ ! ' FOUR-SHER DEVELOPMENT COMPANY W.O. 1769-SD NOVEMBER 21, 1994 PAGE4 There are a number of faults in the Southern California area which are considered active and would have an effect on the site in the form of ground shaking, should they be the source of an earthquake. These include, but are not limited to: the San Andreas Fault, the San Jacinto Fault, the Elsinore 'Fault, the Coronado Bank Fault Zone and the Rose Canyon Fault Zone. The approximate location of these and other major faults relative to the site are indicated on Figure 2. The possibility of ground acceleration, or shaking, at the site may be considered as approximately similar to the southern California region as a whole. The acceleration-attenuation relations of Sadigh (1987) have been incorporated into EQFAULT (Blake, 1991). EQFAULT is a computer program used for the deterministic evaluation of horizontal accelerations from digitized California faults. Results of the computer file search and computations are enclosed in Appendix II. ' ' Peak horizontal ground site accelerations anticip,:tted at the site were determined, based on the attenuation relations developed by Sadigh (1987) for strike slip faults. The largest probable and credible peak horizontal ground accelerations anticipated at the site would be. 0.206g and 0.322g assuming maximum probable and credible events of magnitude 6.25 and 7.5, respectively, on the Rose Canyon Fault zone, located 6± miles west of the site . other Hazards Considered . The following list includes other seismic related hazards that have been considered during our evaluation of the site. These hazards are considered negligible and/or completely mitigated as a result of site location, soil characteristics and typical site development procedures: • • • • • Surface Fault Rupture Ground Lurching or Shallow Ground Rupture · Tsunamis · Liquefaction Dynamic settlements It is important to keep in perspective that in the event of maximum probable or credible earthquake occurring on any of the nearby major faults, intense ground shaking would occur in this general area. Potential damage to any structures would likely be greatest from the vibrations and impelling force caused by the inertia of a structure's mass, than from those induced by the hazards considered above. This potential would be no greater than that for other structures and improvements ~eveloped in the immediate vicinity. LABORATORY TESTING General Laboratory tests were performed on represent~tive samples of the onsite earth materials in order to evaluate their physical characteristics. The test procedures used and results obtained are presented below. GeoSt,ils, Inc. l ; i ' ' .-···· ; . . ·~ :~.l . ' . '{ ' ··-" ;_ '· ', \, \ ,1 ··\ :\ \; t"'•--~!:t.. .. ~ .. :~. _,..._ -·...::• .... _,_i:; \ ·· .. \ -:.-·:.. .... \~. i.. • ._, ·· ... . \ ·-.. (_..;..): :' -: "' I")-=' _,_ 9 ; .:......;.'._! \ \ , . /\ ' ,'\ . r-/-\ ~ \ . \_,..1\!-,: ,-i..,_j , ..... \ \'. W.O. 1769-SD . /\ ·1\ ·-.. '· f .. .:·. '(".:'• ZONE ZONE SA-SAN ANDREAS F~ULT SJ-SAN JACINTO FAULT '···-.RC-ROSE CANYON FAULT ZONE ·-E-]'.-ELSINORE FAULT ZONE \ \ \ \ ,_ ·•· ........ ··, ........ I\"•. '.'··-.'~~- \ ·· ... '·-·· ... , ·· .. ··•· ... FIGURE 2 GeoSoils, lne. .......... ) ... ~ -; --~ id • l FOUR-SHER DEVELOPMENT COMPANY W.O. 1769-SD NOVEMBER 21, 1994 PAGE 5 Field Moisture and Density , The field moisture content and dry unit weight were determined for relatively "undisturbed" samples of the earth materials. The dry unitweight was determined in pounds per cubic foot and the field moisture content was determined as a percentage of the dry weight. A dry density of 98.0 pounds per cubic foot and a field moisture content of 17.5 percent was determined for a · sample collected from test pit TP-1 at a depth of 12 inches. Laboratory Standard To determine the compaction characteristics of a representative sample of onsite soil, laboratory testing was performed in general accordance with ASTM Test Method D-1557. A maximum dry density of 111.5 pounds per cubic foot and optimum moisture content of 17.5 percent was determined for a composite sample collected from a depth of 0-1 feet in excavation HA-1. Expansion Potentl~I An expansion index test was performed on representative samples of soils exposed near grade within the proposed building area in general accordance with Standard 18-2 of the Uniform Building Code. Expansion indices of 37 (low) and 76 (medium) were recorded for representative samples of bedrock and fill materials collected onsite. Direct Shear Tests Shear testing was performed on a representative remolded sample of site soil in general accordance with ASTM Test Method D 3080. Test results are included in this report as Plate SH-1. CONCLUSIONS Based on our field exploration, laboratory testing and geotechnical engineering analysis, it is our opinion that the site is suited for the proposed development from a geotechnical engineering and geologic viewpoint, provided that the recommendations presented in the following sections are incorporated into the design and construction phases of site development. The primary geotechnical concerns with respect to the proposed development are: • • • • "Depth to competent materiat Expansion potential of site soils . Proposed construction along the existing top of slope . Regional seismic activity . The recommendations presented herein consider these, as well as -other aspects of the site. The engineering analyses performed concerning site preparation and the recommendations presented herein, have been completed using the information provided and obtained during our field work. In the evenfthat any significant changes are made to proposed site devel9pment the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and the recommendations of this report verified or modified in writing by this office. GeoSoils, Inc. , .. , .-") ' :: :-: ~,jf . -~ . . _ J ' I FOUR-SHER DEVELOPMENT COMPANY W.O. 1769-SD NOVEMBER 21, 1994 PAGE 6 RECOMMENDATIONS-EARTHWORK CONSTRUCTION Grading General: All grading should conform to the guidelines presented in Appendix Chapter A33 of the Uniform Building Code, and the requirements of the City of Carlsbad, except where specifically superseded in the text of this report. 'During earthwork construction all site preparation and the general grading procedures of the contractor should be observed and the fill selectively tested by a representative(s) of --GeoSoils, Inc. If unusual or unexpected conditions are exposed in the field, they sheuld be reviewed by this office and if warranted, modified and/or additional recommendations will be offered. All applicable requirements of l~al and national construction and general industry safety orders, the Occupational Safety and Health Act, and the Construction Safety Act should be met. " ! Site Preparation: Debris, vegetation and other deleterious material should be removed from the building area prior to the start of construction. Areas approved to receive fill should be scarified and moisture conditioned (at or above the soils optimum moisture content) to a depth of 12 inches and compacted to a minimum 90% relative compaction. Removals: Due to the saturated condition of soils in the vicinity of the proposed entry (existing planter area) these soils should be removed to comp~tent material and brought to grade with compacted fill. Removal depths in these areas are. anticipated to vary from 1-2 feet depending on the degree of saturation with depth. Once these materials are removed, they may be used as compacted fill provided the materials are allowed to dry out prior to placement. When removals are completed, the exposed surface should be scarified, moisture conditioned and recompacted. Over-Excavation: Proposed grading of the building site would create a cut/fill transition in the northwestern portion of the building site. In order to provide for uniform support of structures, the cut portion of the building should be overexcavated and replaced with compacted fill to provide a minimum 4 foot thick compacted fill blanket. Areas where planned fills are less than 4 feet thick should also be overexcavated to provide the recommended minimum fill thickness. Overexcavations should be completed to a minimum lateral distance of 8 feet outside of the extreme exterior foundation elements. GeoSoils, lne. J. \ .: --, i ' ' . ' \ i .''I ;. .J i;·::. ' ' i ·! FOUR-SHER DEVELOPMENT COMPANY .W.O. 1769-SD FIii Placement: NOVEMBER-,21, 1994 PAGE7 Subsequent to ground preparation, onsite soils may be placed in thin (6±· inch) lifts, cleaned of vegetation and debris, brought to a least optimum moisture content, and compacted to achieve a minimum relative compaction of 90 percent. If fill materials are imported to the site, the proposed import fill should be submitted to GeoSoils, Inc., so laboratory testing can be performed to verify that the intended import material is compatible with onsite material. At least 3 business days of lead time should be allowed by builders or contractors for proposed import submittals. Exterior Slab On ·Grade Areas (Excluding Pavements and Parking Areas) Subgrade soils in proposed slab on grade areas should be cleared of all vegetation and other deleterious debris, scarified and moisture conditioned to a depth of approximately 12 inches below existing grades and compacted to a minimum 90% relative compaction as determined tjy the laboratory maximum dry density. ' Pavement Areas A discussion of the treatment of existing ground in pavement areas is presented in the "Preliminary Pavement Sections" section of this report. FOUNDATION RECOMMENDATIONS Recommendations for Concrete "Tilt-up• Structures Anticipated column loads are expected to · be 55.1 to 121.2 kips for dead plus live loading conditions (personal communications, load data provided by f\H Engineering), while wall loads are expected to range between 4 to 5 kips per lineal foot. The engineering analysis performed concerning the foundation system and the recommendations offered below, have been prepared using these anticipated loads and as~uming the recommended earthwork is performed. In ttie event that the information concerning the proposed development is not correct, or any changes in the design, location or loading conditions of the proposed structure are made, the conclusions and recommendations contained in this report ·shall not be considered valid unless the changes are reviewed and conclusions of this report are modified or approved in writing by this office. The information and recommendations presented in this section are not meant to supersede design by the project s~ructural engineer. Upon request, GSI could provide additional input/consultation regarding soil parameters, as related to foundation system design. Design Our field work and laboratory testing indicates thatonsite soils are low to medium, in expansion potential. Preliminary recommendations for foundation design and construction are presented below. Bearing Value: - 1.. An allowable bearing value of 2000 pounds per square foot should be used for design of continuous footings mini,rium 15 inches wide and 18 inches deep and for_ design of GeoSoils, Inc. , __ I 1···: [ l ~. .. ' ' .. -~ \ . ' "l'J • l ·: ... ~ ,.J FOUR-SHER DEVELOPMENT COMPANY W.O. 1769-SD NOVEMBER 21, 1994 PAGE 8 2. 3. isolated pad footings 24 inches wide and 24 inches deep, bearing in properly compacted fill material. This value may be increased by 200 pounds per square foot for each additional 12 inches in depth and by 150 pounds per square foot for each additional 12 inches in width to a maximum value of 2500 pounds.per square foot. The above values may be increased by one-third when considering short duration seismic or wind loads. A factor of safety of 3 was used in the determination of the allowable bearing value. All footings should be embedded a minimum 18 inches into properly compacted fill. All continuous footings should be minimally reinforced with 4 No. 4 rebars, 2 top and 2 bottom. Additional reinforcement may be warranted where footings transition from compacted fill to natural ground at the truck dock loading area and should be checked by a structural engineer.· GSI recommends treatment within a zone of 2H where H is the height of retained! material behind the wall at the transition. Lateral Pressure: 1. Passive earth pressure of compacted fill may be computed as an equivalent fluid having a density of 225 pounds per cubic foot per foot of depth, to a maximum earth pressure of 2000 pounds per square foot. 2. An allowable coefficient of friction between properly compacted fill soil and concrete of 0.35 may be used With the dead load forces. , 3. 4. 5. When combining passive pressure and' frictional resistance, the passive pressure component should be reduced by one-third. All.footings should maintain a minimum 7 foot horizontal set back from the base of the footing to any descending slope. A factor of safety of 1.5 was used in the determination of passive earth pressure and the coefficient of friction . As indicated above, an allowable passive earth pressure of 225 pounds per cubic foot, with a maximum earth ·pressure of 2000 pounds per square foot, may be used only for the footing, providing the outboard face of the footing is a minimum of 7 feet from face of the slope . Foundation Settlement -Structural Loads: Provided that the recommendations contained in this report are incorporated into final design and construction phase of development, a majority (75 to 85 percent) of the anticipated foundation settlement is expected to occur during construction. Maximum settlement is not expected to exceed approximately 1 inch and should occur below the heaviest loaded columns. Differential settlement is not expected to exceed' approximately 1/2 inch between similar elements, in a 20 foot span. · GeoSoiJs, lne. ~-.' . ' \~ .' l ; 1 , ' ,~ : J . ' . ! . ! . :· . . ' ;• -~ :.:_J : J I -··- FOUR-SHER DEVELOPMENT COMPANY W.O. 1769-SD Design of Floor Slab: NOVEMBER 21, 1994 PAGE9 Concrete slab on grade construction is anticipated. The following criteria are considered minimum design parameters for the slab and they are in no way intended to supersede design by the structural engineer. They do not account for concentrated loads from fork lifts or other machinery . Based on an A-value of 16, de~ermined for site· soils and the interrelationships published by the Portland Cement Association for 11R11-Value {resistance value) Y§. Modulus of Subgrade Reaction, an approximate k-value {modulus of subgrade reaction) of 75 pounds per square inch per inch was evaluated. The slabs in areas which will receive relatively light loads {office space, lunch area, etc.) should be a minimum of 6 inches thick anq be minimally reinforced with No. 3 reinforcing bars on 18 inches centers both ways or equivalettt reinforcement. Reinforcing should be properly supported to ensure placement near the vertical midpoint of the slab. . In areas where moisture condensation is undesirable, {e.g., areas to have floor coverings) a minimum 6 mil plastic membrane should be placed. The membrane should be overlaid by a two inch minimum sand layer. · These areas should be separate from areas not similarly protected. This separation could be provided with a concrete cutoff wall extending at least 6 inches into the subgrade soil. The project structural engineer should design the slabs in warehouse or other areas subject to higher loads if deemed appropriate. Modulus of subgrade reaction (k) may be used in the design of the floor slab supporting heavy truck traffic, fork lifts, machine foundations or heavy storage areas. {in excess of 100 psf). The ·~ubgrade should be compacted to a minimum 90 percent of the laboratory maximum density. Based on our experience in this area, a loaded hard tire forklift or warehouse storage aisle frames may impose the controlling load conditions for industrial slabs within a warehouse . Retaining Walls Retaining wall foundations bearing on properly compacted fill soil may be designed using parameters provided in the "Design" section of Foundation Recommendations presented herein for . For wall foundations bearing on undisturbeq competent formational soil {i.e., bedrock), the following design parameters are provided. Bearing Value (Formational Material): 1. An allowable bearing value of 3500 pounds per square foot should be used for design of continuous footings a minimum 15 inches wide and 18 inches deep bearing in competent formational (bedrock) material. The above values may be increased by one- third when considering short duration seismic or wind loads. A factor of safety of 3 was used in the determination of the allowable bearing value. 2. All footings should be embe_dded a minimum 18 inches into properly compac~ed fill. GeoSoHs, .lne. . : ~. i . ' \_,.., . ~ ~ .... .J -: -~ FOUR-SHER DEVELOPMENT COMPANY W.O. 1769-SD NOVEMBER 21, 1994 PAGE 10 3. All continuous footings should be minimally reinforced with 4 No. 4 rebars, 2 top and 2 bottom. Additional reinforcement may be warranted where footings transition from compacted fill to natural ground at the truck dock loading area or site walls. GSI recommends treatment of transition areas within 2H on either side of the transition zone. Where H is the height of retained material behind the wall at the transition. Lateral Pressure (Formational Material): . _ ·--_ 1. Passive earth pressure may be computed as an equivalent fluid having a density of,~) pounds per cubic foot per foot of depth, to a maximum earth pressure of 2500 pounds per square foot. 2. An allowable coefficient of friction between properly cleaned formational surfaces {bedrock) and concrete of,Q.40 may be used·with the dead load forces. 3. When combining passive pressure and frictional resistance, the passive pressure component should be reduced by one-third. 4. All footings should maintain a minimum 7 foot horizontal set back from the base of the footing to any descending slope. 5. A factor of safety of 1.5 was used in the determination of passive earth pressure and the coefficient of friction. If highly expansive soils are used to backfill the proposed walls, increased active and at-rest earth pressures will need to be utilized for retaining wall design. Some movement of the walls constructed should be anticipated as soil strength parameters are mobilized. This movement could cause some cracking dependent upon the materials used to construct the wall. · Loading Dock Wall: It is recommended that the loading dock wall along the east side of the proposed building is designed for restrained conditions. Restrained Walls: Any retaining walls that will be restrained prior to placing and compacting backfill material or that have re-entrant or male comers, should be designed for an at-rest equivalent fluid pressures of 65 pcf, plus any applicable surcharge loading. For areas of male or re-entrant comers, the restrained wall de~ign should extend a minimum distance of twice the height of the wall laterally from the comer. Building walls below grade, should be water-proofed or damp-proofed, depending on the degree of moisture protection desired. Cantilevered Walls: These recommendations are for cantilevered retaining walls up to 15 feet high. Active earth pressure may be used for retaining wall design, provided the top of the wall is not restrained from GeoSoils, lne. 1, .--~ ' ' [. -·· ,:, sl u : ';: ., .. ·-~ ,, FOUR-SHER DEVELOPMENT COMPANY W.O. 1769-SD NOVEMBER 21, 1994 PAGE 11 minor deflections. An equivalent fluid pressure approach may be used to compute the horizontal pressure against the wall. Appropriat~ fluid unit weights are provided for specific slope gradients of the retained material. These do not include other superimposed loading conditions such as traffic, $tructures, seismic events or adverse geologic conditions. For seismic loading a seismic increment of 15H (uniform pressure) tor level backfill and 25H for fill sloped at 2:1 behind the walls. Where H is defined as the height of retained material behind the wall may be used. If traffic is within a distance H behind the wall or a 1 : 1 projection from the heel of the wall a pressure of 1 oo psf per foot in the upper 5 feet should be used. Structural loads from adjacent properties and their influence on site walls should be reviewed by the structural engineer, if within a 1 : 1 projection behind the wall. Surface Slope of Retained Material Horizontal to Vertical Equivalent Fluid Weight P.C.F.* Level 50 2to1 60 *To be increased by traffic and s,eismic loading as needed. Wall Backfill and Drainage: All retaining walls should be provided with an adequate backdrain and outlet system (a minimum 2 outlets per Wall), to prevent buildup of hydrostatic pressures and be designed in accordance with minimum standards presented herein. Gravel used in the backdrain systems should be a minimum of 1 cubic foot per lineal foot of 3/8 to 1 1 /2 inch clean crushed rock wrapped in filter fabric (Mirafi 140 or equivalent). The surface of the backfill should be sealed by pavement or the top 18 inches compacted to 90% relative compaction with native soil. Proper surface drainage should also be provided. PRELIMINARY PAVEMENT DESIGN A representative sample of site soil near existing grade was obtained and tested to determine the soils A-Value. Testing was performed in accordance with the latest revisions to the Department of Transportation, State of California, Materials & Research Test Method No. 301. Pavement sections presented are based on the R-value data, the anticipated design classification, based on information provided by the client, and the minimum requirements of the City of Carlsbad. For planning purposes, pavement sections consisting of asphaltic concrete over base and full depth Portland cement concrete are provided. Anticipated asphalt concrete and portland cement concrete pavement sections are presented in the following table: GeoSoils, Jne. .. .. -~ ; . ! : ·~ :_ l ·1 .. , : ~ .. , , ••• 1 . ' ' FOUR-SHER DEVELOPMENT COMPANY W.O. 17.69-SD Parking Stalls 200 Traffic Areas 200 16 light 1'6 medium/heavy 1'1Concrete shall be 560-C-3250 minimum NOVEMBER 21, 1994 PAGE 12 6.5 8.0 For truck lanes and ramps, a 3 inch minimum layer of Class 2 aggregate base is recommended beneath the concrete paving. In order to improve performance of pavement parking areas, the 3 inch base layer should also be considered in thes~ areas. Design of truck loading dock$ should utilize guidelines provided for truck lanes and ramps with special detailing for edges and jointing; Detailing of PCCP should be performed by the Civil Designer a11d should include ioad transfer joints and crack control joints for truck traffic areas. Trash enclosures areas should be designed per the minimum standards of the City of Carlsbad. Subgrade and Base Preparation The upper twelve inches of subgrade should be scarifieq, moisture conditioned to at least optimum moisture, and compacted to at least 95 percent of the maximum dry density. Class 2 aggregate base should be compacted to at least 95 percent of its maximum dry density. If adverse conditions (i.e., saturated ground, etc.) are encountered during preparation of the subgrade materials, special construction methods may need to be employed. Pavement Construction and Maintenance The recommended pavement sections are meant as minimums, if thinner or highly variable pavement sections are constructed, increased maintenance and repair may be needed. Positive site drainage should be maintained at all times. Water should not be allowed to pond or seep into the ground. If planters or landscaping are adjacent to paved areas, measures should be taken to minimize the potential for water to enter tbe pavement section. If the ADT (average daily traffic) or ADTT (average daily truck traffic) increases beyond that intended, as reflected by the traffic index(s) used for design, increased maintenance and repair could be required for the pavement sections . DEVELOPMENT CRITERIA Landscape Maintenance and Planting Water has been shown to weaken the inherent strength of soil and slope stability is significantly reduced by overly wet conditions. Positive surface drainage away from graded slopes should be maintained and only the amount of irrigation necessary to sustain plant life should be provided for planted slopes. Overwatering should be avoided. GeoSoils, lne. " .. =:.:iY . ~ . , ,.·1 : ·~ ·. f ·. _,. I· FOUA-SHER DEVELOPMENT COMPANY W.O. 1769-SD NOVEMBER 21, 1994 . PAGE 13 Graded slopes constructed within and utilizing onsite materials would be erosive. Eroded debris may be minimized and surficial slope stability enhanced by establishing and maintaining a suitable vegetation cover soon after construction. Plants selected for landscaping should be light weight, deep rooted types which require little water and are capable of surviving the prevailing climate. Compaction to the face of fill slopes would tend to minimize short term erosion until vegetation is establishec,:f. It order to minimize erosion on a slope face, an erosion control fabric o.e. jute matting) should be considered. From a geotechnical standpoint leaching is not recommended for establishing landscaping. If the surface soils area processed for the purpose of adding amendments they should be recompacted to 90 percent relative· compaction. Additional Site Improvements : Recommendations for exterior concrete flatwork design and construction pan be provided upon request. If in the Mure, any additional improvements are planned for the site, recommendations concerning the geological or geotechnical aspects of design and construction of said improvements could be provided upon request. Additional Grading This office should be notified in advance of any additional fill placement, regrading of the site, or trench backfilling after rough grading has been completed. This includes any grading, utility trench and retaining wall backfills. Footing Trench Excavation .All footing ·trench excavations for structures and walls should be observed and approved by a representative of this office prior to placing reinforcement. Footing trench spoil and any excess soils generated from utility trench excavations should be compacted to a minimum relative compaction of 90 percent if not removed from the site . Trenching All excavations should be observed by one of our representatives and conform to CAL-OSHA and local safety codes. Drainage General: Positive site drainage should be maintained at all times. Drainage should not flow uncontrolled down any descending slope. Water should be directed away from foundations and not allowed to pond and/or seep into the ground. Pad drainage should be directed toward the street or other approved area. Roof gutters and down spouts should be considered to control roof drainage. Down spouts should outlet a minimum of five feet from the proposed structure or into a subsurface drainage system. We would recommend that any proposed open bottom planters adjacent to proposed structures be eliminated for a minimum distance of 1 O feet. As an alternative, closed bottom type planters could be utilized. An outlet placed in the bottom of the planter, could be installed to direct drainage away frorTJ structures or any exterior concrete flatwork. GeoSoils, lne. . ~ ,, ... ) •,;:.. ·.,;, ' . f ., 'J i.. ,,,.' FOUR-SHER DEVELOPMENT COMPANY W.O. 1769-SD NOVEMBER 21, 1994 PAGE 14 Proposed Earth Swale: An earthen swale is planned along the southern edge of the propelfy, at the top of the 15 foot high slope which descends to the adjacent Lot 35. From a geotechnical standpoint, the coUection of site runoff within an earthen ditch constructed along the top of a slope is not recommended. Water has been shown to weaken the inherent strength of soil and slope stability is significantly reduced by overly wet conditions. Consideration should be given to providing the ditch with an impermeable lining (e.g., concrete). Should the earthen ditch be constructed as proposed, the long term performance and stability of the existing slope below the ditch would be compromised. Additionally, high maintenance of the ditch and slope areas due to erosion and/or sedimentation ·could be realized. Utility Trench Backfill 1. All utility trench backfill in structural areas, slopes, and beneath hardscape features should be brought to near optimum moisture content and then compacted to obtain a minimum relative compaction 'of 90 percent of the laboratory standard. Flooding/jetting is not recommended for the site soil materials. Jetting of trenches should not be performed on this project. 2. 3. 4. Sand backfill, unless trench excavation material, should not be allowed in exterior trenches adjacent to and within an area extending below a 1 : 1 plane projected from the outside bottom edge of the footing. All trench excavations should minimally conform to CAL-OSHA and local safety codes. Soils generated from utility trench excavations to be used onsite should be compacted to 90 percent minimum relative compaction. This material must not alter positive drainage patterns that direct drainage away from the structural area and towards the street. PLAN REVIEW .Final site development and foundation plans should be submitted to this office for review and comment, as the plans become available, for the purpose of minimizing any misunderstandings between the plans and recommendations -presented herein. In addition, foundation excavations and any additional earthwork construction performed on the site should be observed and tested .by this office. If conditions are found to differ substantially from those stated, appropriate recommendations would be offered at that time. LIMITATIONS The materials encountered on the project site and utilized in our laboratory study are believed representative of the area; however, soil and bedrock materials vary in character between excavations and natural outcrops or conditions exposed during mass grading. site conditions rnay yary due to seasonal changes or other factors. GeoSoils, Inc. assumes no responsibility or liability for work, testing or reco~mendations performed or provided by others. GeoSoils, Inc. ""\ 1 : l · .. , : < . ' ... ··) : :, • < ' 1 FOUR-SHER DEVELOPMENT COMPANY W.0. 1769-SD NOVEMBER 21, 1994 PAGE 15 Since our .study is based upon the site materials observed, selective laboratory testing and engineering analysis, the conclusion and recommendations are professional opinions. These opinions have· been derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of.practice are subject to change with time. The opportunity to be of service is greatly appreciated. If you have any questions concerning this report or if we may be of further assistance, please do not hesitate to contact any of the undersigned. Respectfully submitted; GeoSoils, Inc. -4~[ :C:be~G. 'crisman, A~ 6063 Project Geologist ~~ Paul L. Mcclay, CEG --4___,.--- Principal Geologist RGC/ATG/PLM/mb Enclosure: Reference List Appendix I, Log of Test Excavations Appendix II, EQFAULT Plate SH-1, Shear Test Diagram Plate 1, ·Geotechnical Map Andrew T. Guatelli, ACE 47335 Principal Engineer ·· , xc: ( 4) Addressee \ \. • l ~~-·,] , ,, ' GeoSoils, Inc. ,, .. ~· --, ( ~. 1 'j, '•{ \_ ~ . ·, ~-.J ~ ·,,..:, ... :.) . : .. .-;- REFERENCE LIST San Diego Geotechnical Consultants,. Inc., July 29, 1988, Supplemental Geotechnical Investigation · Carlsbad Airport Center, Unit 2, and Off-Site Fill Area Carlsbad, California, Job No. 05-4879-011- 00-00. Blake, Thomas F., (undated 1991) EQ FAUl,.T Computer Program For The Deterministic Prediction of Horizontal Accelerations From Digitized California faults. Jennings, C.W., 1992, Preliminary Fault Activity Map of California, Scale 1 :750,000, DMG Open File Report 92-03. Sadigh, K, Egan, J., and Youngs, R. (1987), Predictive Ground Motion Equations Reported in: Joyner, W.B. and Boore, D.M. (1988), "Measurement, Characterization, and Prediction of Strong Ground Motion", in Von Thun, J.L., ed., Earthquake Engineering and Soil Dynamics II. Recent Advances in Ground Motion Evaluation, American Society of Civil Engineers Geotechnical Special Publication No. 20, pp. 43-102. GeoSoils, Inc., March 21, 1991, Geotechnical Site Evaluation, Carlsbad Airport Center, Unit II, Carlsbad, California, W.O. 1260-SD . GeoSoils, lne. .-... ':\ . ' ,-, ' i I i ;J --·, . i . j ~ -=~ " l '.i .. , ...... T-:l ._._; . ', APPENDIX I LOG OF TEST EXCAVATIONS GeoSoils, Inc. ' ' ·\ --"" l ,.::.~l . ' . ~ .. ; . ': ; ' FOUR-SHER W.O. 1769-SD Hand Auger HA-1 HA-2 HA-3 Depth (ft.) 0-1 0-1.5 0-1 NOVEMBER 21, 1994 DATE EXCAVATED: 11-7-94 EXCAVATION METHOD: HAND AUGER· LOGGED BY: RGC LOG OF HAND AUGERS Material Description BEDROCK: Light yellow brown to yellowish gray fine SANDSTONE, dry, dense. Total depth= 1 foot No caving No groundwater Trench backfilled ARTIFlblAL FILL: Light yellow brown fine sandy SILT (ML) to silty fine SAND (SM), dry, loose. @1' Becomes moist to slightly moist, medium dense. Total deptn = 1.5 feet No caving No groundwater Trench backfilled BEDROCKz Yellowish gray silty fine SANDSTONE, dry, dense, moderately indurated. Total depth= 1 foot No caving No groundwater Trench backfilled GeoSoils, Inc. ~l ·. j .· ·-. : l L J .-~: \,..:..>' ·.· .... ~ ••• -d ··. f ; ,, ..;__J ,: __ .; ,, GeoSoifs, l:.c. BORING LOG •• ..?~ Project: CARLSBAD AIRPORT .CENTER UNIT II Boring B-4 W. 0. 1260-SD Sheet 1 of 1 . Sample -.jJ . ~ .jJ .., 4-1 '-1-4 .jJ -Ll"I ·.-!-,re:, . ,-f i:: 4-1 .c:: rJlQ) -0 00 .jJ ~ r2B 112 en.a 0.. 0.. ,-f .) CJ s ::,,- (I) ::i ~.B 0 en ::,, 1-i .... Cl Ill ~ om Cl - - - ~ !15/22 :>M/SC · 111.7 - 5- -t8:. 9/17 ISM/SC 111.4 - - -l:8: 13/24 ISM/SC 113.6 10- - . -~ 11/22 SM/C 102.5 - 15· -~ 14/18 C/SC 107. 9 - - Q) 1-1 ::i-,1-1 dP en- .,-f 0 ~ 13.6 16.2 11.1 23.8 19.6 Date Excavated 12-18-90 Sample Method: HOLLOW STEM AUGER Ring Sampler using 140 lb hammer and 30' drop Description of Material ARTIFICIAL FILL: Light yellow brown. moist, dense, silty, fine SAND and brown, moist, dense, clayey SANO. I @5' niterlayered dark gray, moi'st, dense, micaceous, silty, fine ! SAND and brown to yellow brown, clayey SAND and pale yellow, moist, dense, fine SAND. @12' Red brown, moist, dense CLAY and olive gray, moist, dense, silty, fine SAND. @16' Olive brown, moist, dense CLAY and olive brown, clayey SAND. • ~1411 @18.5' BEDROCK -SANTIAGO FORMATION: Light olive gray, - 1-_ _110( -_ i..1_07 ._1 -'-1_9_4_-slightly moist, dense, silty, fine grained SANDSTONE. 20- . - - - 25,. - - - - 30- Total Depth= 19 Feet No Groundwater Hole B~ckfilled GeoSoils. lne. Plate ----- . • .,J ... i '=i - ' ·l l ~~ ·, { ; ,. . · . . . · •::..; ,... ~-\ . i .. ! , ... , ~ t t ...... '.; ', ·.;: , . CENTRE DEVELOPMENT W.O. 1260-SD Test Pit Depth (ft.) TP-15 0-4..5 4.5-7 MARCH 21, 1991 TEST PIT LOG Material Description ARTIFICIAL FILL: Gray brown and pale yellow dry dense SAND. @.5' Becomes moist. BEDROCK -SANTIAGO FORMATION: Dark gray to dark bluish gray slightly moist, dense, massive to weakly laminated locally very hard mic~ceous silty SAND. Contains common discontinuous fossil ferrous zones and scattered shell float. Total Depth= 7 feet TP-16 SEE GRAPHIC LOG TP-16 TP-17 TP-18 TP-19 .. 0-10 ARTIFICIAL FILL: Gr~y brown, dry, dense, silty SAND. @.5 1 Becomes moist. Total Depth= 10 feet SEE GRAPHIC LOG TP-18 0-9 ARTIFICIAL FILL: Brown, dry, dense, silty SAND~ @1 1 Becomes moist. Total Depth= 9 feet -5- ;:.·-... -,(' . -~ r • ~, .... ;~ --,:.; -· ;(·-·· . r;·· ·.· .. :=~ t · t.,~~. ,,•...l<t-'.:i' v., ..... . . ., .. .; .... , l"t, -~.~ :;·-:-.,J ~i::;.3 ~----~~J ...... 'j -... -.J ~_; ____ J ~ "... • , ;.;l 1 •• ~ .......... .--·• _t-:-,..-...;,., ... ,. • .,.. ~-_; GEO SOILS INC. CLIENT __ Ce_n_tr_e_D_e_v_e l_o.,_pm_e_nt ________ '-------ELEVATION 309 1 WORK ORDER 1260-SD Carl sbad Airport Center Unit 2, Lot 36 TEST PIT LOG TP-16 LOGGED BY __ R_G;_C ___ _ DATE 12-11-90 C: ATTITUDES ~-DEPTH MATERIALS DESCRIPTION BEDD.ING I JOINTS I ~~~~1' . : ARTIFICIAL Fill: Liaht ara.v brown-' dr_v1 dense~ siltv SAND. 1 1 1 · 1 COMMENTS .... ... BEDROCK -SANTIAGO FOIIIATION: .Pale yellow grayJry, dens~ massive to wgtkl.Y bedded well indurated SANDSTONE. Red inoftled-alonfweakly defined bedding planes. N60E, l0SEI N70° E, 90°· ··--1-••. m .. r --~-Cr-~-LE H_: __ l~~~-~-1 ____ F~~-V:· -~/~:•=1 r .• F~---·P-~T ORIEtH. N20W ,c NA 1 TURAL 1 ___ •• s 1 _ L~PE: __ ~ 1 N~~E _<1~ 1 .·· ·, _ 1 ·,·,· _ i f l rlt t , \ r i . , . . . , I ' . . , . , . I i . , , . l . ' . I i i 11 \ \ i l ' , ' , . . t· .. ,· .......... --.... , .. : ' ! '· I I . : I . ' I • I : ' I l : ; l . : : I ! !, .·, . . · 1 1·: : I· I ! T.D. 3.5' ,I •. --~-. .. . .. -•. --1 ... I ·I I 1· ' I • ' I . 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I I I 1 ! ~ I I · ;· ·· ·---·-··· ··r 1··-··· -.. -~---·1· t · • · 1 : • • , • • i -, ! 1 , · · • , : ·•. , -. , -. --: -, -1 · · · · · 1 -· r -t -1 --·r·t··;·· r · -.. -·--1 1 • 1 • • , ·-:_;..-~ ' ' • • • • •• ,.. • --, , t • , . I_, '·. .• 1 .•. ..,.t-+·1···. -·------;,, ·: .. j,1 :. ,;: j. Bedrock:; :!•l· ,. ji \1··,:·,. ····. t--1'··-H-1·-,·-t-Ll--,·--+··i +·;. . ; ·!· f-1-·t ··+: I I\ ...____ ! i '. I. ! ' . l-1 1 . j·. I ,, : ' '. . I I I f • -1--r------,---i·-1·--· -1-1 · · · . , t ,. • , , -, · , , , 1 · • , l · · --· I · t • · 1 : . I · · 1 I '·'I ' I ,. -----I' I I I I . t--·-·t··r -1 ~--• ·-· ··1 ,· . • i : , 1· -• • -1 . • • • • , -, • • . . : I l I . . ; ' I • I I • J I . l i-- 1 r !··. -1···1· 1 --····-I+ : ·: , 1 · , : ·: · ··i · . ! 1 • . t : ·, : . i , , -1 : 1 · : 1 1 , · : 1 : • I 1· ·j--,. 1-+ . .. . . l ·1 ·r T ·: !· : r I : :···· : ! ' : : ' ' . ! i • I ... I 1· . ; . : . ' ; I I I ·i ---1· . ~ .., ... .. ! . 1 I·. ! ! ' ' I 1--. I I . ; . . i ' • • • • . I : . . l I ; . . ' • ' • • I I ' • I I I [ t-·+-:1=-r,+····.· ""'i··1· d··f· t· ,·' , .. ! ,··1. i ! '.: .. ,. I • • : I 'r1' ! . : '1; ,., : . 't·-1 ·1 : Ii .. , .. :·.: ; . ! ·:·· I· ·t·· ·1·-r-'1· I 1·· I t ?" ·. . ' • : l . I . . _. ' .. . . I ' l I . ! T '. . : \ . ·1 r ! ; 1. !"" 1-••f• f ·, -1 ?"" •• • • ••, 11 ·•• f · ! ! ••, . 1 •• • ' ' \ ' , , • l • < f ' I • r ' ' ' ' j t ·1 •• ',... , ', 1· ' l • , • , 1 , I I , 1 • 1 , 1 t• • • : i , •• I --, -1·-·i i ·t .• ' j • -, . . • . 1 • ; • , •• I ! ! . • '1 : : ' I • : • • \.: 1 : ;---1 [It+ ! ', · ! , i • : ·, '· · ! 1 : ~: f· . ·t ! . ! ~ I . ~ i l ; t ; I : I i 1 . • ~ I ! i I ! i . I ! . i ' ! : I ·1 I"\ i"' I \ I I '. . . ' . I ; I • I I .. ·1 . ·1· ,.; • : I ' i ' : • • ' : I '. ! ! I .. ; l I ! '. l ; : ' : l ! I ! i • ' ;_ ·1 · i : ·: ! , , · l· 1 . ' . ' l ·: / . . ... .:. i. ! ; i . PLATE I ~- --1- f'.1'1· • .-... f. .... -~ ...... "\ L·.: \,, • • .. , I \:!, ... , ..... , ..... · ....... , , 'fr ... :~ ... :. ~-r..1~:.. ,;... ,;'f i;;.;._ .•• ~· ,1 " " .. ~ .. ·11,1 i~~ ,t .:r:-·,;J :;,;• ·'Q ,}-:-.r.;~.'14".G ... ...... :. •.•. J · .••. , •.. i "r.-,~,..,,,......,.J , ....... ·.:;~ .. ) GEO SOILS INC. CLIENT _;.;·C=e.:.:.nt=r=e..:::D=e.:..avea.a.1.;;Jop""m=en:.;_;t'-----------'--ELEVATION Jl2' WORK ORDER 1260-SD "II 0 . Carlsbad Airport Center Unit 2, Lot 36 TEST PIT LOG TP-51 ~I DEPTH I MATERIALS DESCRIPTION LOGGED BY ATTITUDES BEDDING J JOINTS I RGC DATE 12-14-90 FAUL Tl I COMMENTS QI ' ' -··· QI ARTIFICIAL FILL: Olive brown to li ht ellow brown dr sand SILT. SHEAR _ --.... -i------+--------------------------------1 BEDROCK -SMtTIAGO FORMTION:. Light.yellow brown, dry, dense, firm SAtlllSIONE. I ~ ~ ; SCALE H:-1/411=1 FT. ... ·r ·1 ·r ·r 1··r--rl -,--,-,r·1·-rr 1·1--·: V:· l/4i1=l FT • PIT ORIENT. N30W · NATURAL l · 1-· .... 1··f · 1-· · · .... , · r 1 ·• t -1 · ·-• i.. ·\" · -· -,.l.. I • .. i : I I I ' . I I • I ; • '. . -; • j· ·! 1'' • , l··r \ ·, · ·r i t" ··r1··. l ' ' l· .. t·--t !··• H !·--JI--11+-1·!·-: ·:· .. • ! "1···! t· ! ' 1 I I , -1 . + I' I .. ! ·1 I i j ~ l-~ . t i • ! ! .. -l-1 ~. t ' . i' . : II : .,. ·: 1··· I 1 : •· 1 !· . ·-·I I'' ! .. ' I j ! . ; : .. j !--!· 1· ... ,. i ... r r-· · · 1 r 1 : : ·, ~ i ..-1 : t ;. ; i 1 , , 1· i I I 1 \· l .. i ; '. i ' r .. , r+ ·l ·t .,. I ·r 1 ' : ! ,I . I •. I ' ; ' i I ~ 1 ; • ; I 1· j ; ; ; .. , • • I ! 1 i •• ft ' : l I , : ! I\ \' ! : 1 I ! I I I ' I I I ; I I ; • ·, I ' I I ' \ I ! . I ! I ,; • • I ~ I i : ' I : 1 t ·• I . ; 'l \ \ I I l •.. --1· i ' I l ; f : : I • '; I ' 1· l ; ' ' I ·i ·r I 1-I , ., i .. 1 . -;. · ···1 ·1 · • : : ·, .-·· .,. -1 l . i· 1·· 1----i · ., ., i ·t ,, I I I I . . . I ' ' ; '""T" • '· •-·i · 1·' ... · ,. ' • ! ; , .• "]';rt h· . ·1·r \,'. .-1 • ,., } i I 'r--~----..... _________ _;.,.:..,...;. __ I f ·I ' I· ' \ . .. -i -1--I .. \' j · 1 · • I. • • ·, : ! • · ··,·, ·i j I I .. ·,' : !"'! '.. ' f 1 • • • I I • I , · , I . . , • I ~ I . ! . 'l ' I . I i ' t· l"I ... l f-·j !· ,, I i ,. ' ... , . . .. ' I .. , . . .. .. t ·' ' •. . ! · I l ' • . ' I . • • I ' ' . I I • I j i .• ,., :··-1·H·,·-.,--1-1·---1···1·i·1·· .... , ··--:. , ;·; : .. ! i .... ; • I . ! . . ·: • I I ' -· "! : ... • • • I . . ' l . I . · 1. -,·. : 1 .; 1 -· .. · , l · , ! · · , ! : , i : I ' ' . . . I ' I ' . . •r· 1 ·r· . ' ... f t· ·1 . I ' ' I : • ' , • . I I I : . . I , .. i t I "f j .. ,, ' ' '] ' • ' i . : I i , I' , 11' I I •• • 'I • • :R.: I I . • • ! i -f : I f . I I f • • • , I , ' j ' 1 ,.1 " -1-,-1--\ ... l' , ... , "\' ! ; . l l L .. \ ... l .. : ... 1-1· -~--•. L .l: , .• , .. , ·, . l' ! 'I l ' ' ' I I I ' ! • . • . i ; t i I I ' • ' l-C ~ I ' • 't : I I : • ; i i I ' : · i I : • ' • , ; i · t \ I : , ! I l I I • I • . ' ' • . . ' : . : , I t t· i i •• ' •• I I . ! ! ' I i I I '.I I I . I ' ! \ i ~ I , i . I'! : l i l ' I ! ! Fill • I ! I j I , I ! I ' . I \ I : :' I I ' ' I I I Cut/fill transition. SLOPE: ANGLE _il! T.D. 2' ---- i_ ! . ; ... ,11··1: ii \ 11· l ! ·1 . 1 • i j f I • ' I 1• . . . i I ' • ~ ; I I ! ; i l .I I l , I • ' I • ) . ·1· 1 'J 1 , i i , •" i ·f l· j · '1 i· • "l . ·i . . ! .. I i I ' ! ' ) . . i I. ! .:. t : , I·. t . • . ' ! i i , I : I i ! I i i ;.: \ ti i 1 1 • · t·i . I • I·'. . { :. ; I ' ! . I , .. j I . . ' o : ' j I l i·t . ( I·, : . ! I : • i i l.' I ' I,,., ' 1· • 1 I : : : i ! t ' I t I J t ; ,., j I I ' 1· 1· ' • • I I I I I ; I' I I i • • .; I I 1·1 ! 'j : I I . ' . I ' i • I I ' I ' i i l . i . ; f ! . ! f i ; ;·i I ; j !· I j I" ! .. t 1.. r ,--, , , I l I i ' ' j I J f· I • : I I . I ' j .PLATE ' Ji '•,' -.-,, l :_; .· ) . ' ' .-·1 ; ~ l ~. -~ .. _."\ :_•\ v ' APPENDIX II EQFAULT GeoSoils, Inc. POOR QUALITY ORIGINAL S . l . -· \ 1 ~. . ; : :' .. - )ATE: Monday. November 21. 1994 *************************************- * .... * :-··OF.A.UL Ver .. 2 .. 01 * * * * *****'*'****************************'*'** (Estimation of Peak Horizontal Acce1er3t1on ~rem Oic1t1zed California Fau~ts~ SEARCH PERFOR~ED FOR: :-OUR····Sl .. iER ,JOG NLIM8EK: 1759 .... sc~ ._!'08 N .. t\.ME: :=OUR-SHER • SIT2 COORDINATES: '_.A.TITUDE: 33.~2'33 N LdNG!TUDE: 117.2883 ~ SEJ.\.RCH ;~.6.DIL1S! .:l.TTE\!!J.A.TIO~~ REL.~.TIO~~. 11) Sa-::tii:;:h et ai .. (7987) !·{ariz .. ···· S,:>i7 UNCERTAINfY (M=~ean. S=Mean+1-Sigma): ~ D .:~OMPUTE PEA!'( HOR I ZONT.A.L ACCELERATION FAULT-DATA FILE USEb. CALIFLT.DA- SOURCE OF DEPTH VALUSS (A=Attenuation File . F=Fai_:Tt . i "' . ' • l . --·-~ ' \ ~ : ,·? ' ·" ,, .· !·..:.; (," ... -~ -~ ' ,' ,i ·J l '.' t ; . !!.38 ~ E\/ I.~. Ti.:. S ::-7:.f:l.U ~ ~ \!.~.'.Vl':: f\~-~.)( - ! ,,.-,.,r-,~ ...... : ·-·:·~. --· .. 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"'if'\ I' • :_. . :_. ,_ ~ ' t"'i f"s 1 t:' · ·-· -._1 : ,_, S .. 25! 0 .. 003· I i I : .................... : ...................... : 5.50 1 0~~13. : \/ ~ ·-·-·-......... : -·· ............. . 5. 7 5 ! 1"'1 ., ,., ('\,. •.1 .. : : ._. • v:: I l : ............ ·-....................... .. I ! --------------------------1---------: ------------·------· _____ J ______ ! ____ _ lPA~OS V~~P--CO~Q~_B_-A_BLAN! 22 ( ":');:" '\ : :.,,._1 .' ! I'"')' l';:'l'\. ! .. -..J ._, • .-. -1 Ct=' I ·-· .. : '..J ·-· l s ,_ 75 I \I: :. --------------------------;---------:-----' ------------· -----i------,----- !PINTO MOUNTAI~ -MORDNGC I ' ! ("', ,.... --:", t:: -...: .. -· .... • ._1 \ I ' 5_75; C .. 008; ,. -- ' I I ' .. . ... .............................. ·-.. -·-·------·---·-. .. : ... -· --........ --. ,-----1----------- ~ _, ,-., •-• •-• •-• ----• •••• -• .... ---"''' -··-•-• •• '"'" ••" •-,._ --_, .. _ -.-I ... 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I .................. : .... ,._ ·-...... ·--l ... ,. .................. ~ ............ ·-·-· ! ....................... l ---·--·-···- 47 ( 7.50: C: ("'-("\' r.. t",l")f",: ._, .. ·-·-· • ..J .. •.,,!.::.. , ... , IV ••• •"• ••-•• ., ••. ., • • • .,. •• ••• "" ••• "°., ••H -• .... ••M ., ..... ••" -., "'' ., •• H•r ... , • ,._ , ... -•••• .. ,, -• -· ., •• ,., ~ ,.,. , .. , -• •-•---! "'• .......... , •••• ••• ..... ., • • .... .... .. I ! .... •--.... .... ' .,., .,,. ••• .,,. ..... ,., ; -••-.,,. ....... ... ::'~? ::) 0'= ':3 ::.a. ~,C!··~ .... ~~E ROSE CANYO~ FAULT 1S CLCSEST .,..,._ : ~-· e T'"T"'::-• •...J J. I ;,_ " :: :s .A.3Q!_!T 5. 8 MI LES .!.!.A!.A.Y. ~ APG~$T ~AX!~UM-CREJI~LE SITE ACCELERATION: · 4R~~s~ MAXI~U~-PR09AB~E SITE ACCELER~TION: 0 .. 206 q ., ,. ;) ·. ,( :_J • II,. u, iii:: I :c 1-(!J z w a: 3 0 2 .5 -·- 2. 0 5 j '\ I-1. u, (!J z a: < IIJ :c U) phi al cohes gle = 23° ~· -....... on = 0. 6 } ,s/ 1.0 j '~ ~~ 0.5 0.5 1.0 1.5 2.0 NORMAL PRESSURE-KSF . EXPLANATION 0 RESHEAR -AT SATURATED MOISTURE CONTENT e PEAK -AT SATURATED MOISTURE CONTENT HJ ~ V' 2.5 3.0 DIRECT SHEAR REMOLDED TO 901Jfi RELATIVE DENSITY; THEN SATURATED UNDISTURBED NATURAL SHEAR SATURATED 111.5 17.5 PCF lit MOISTURE lit SATURATED MOISTURE CONTENT ._-SATURATED MOISTURE CONTENT SHEAR TEST DIAGRAM REMOLDED SHEAR DATE 11/94 W.O. NO i 769-SD Soil Mechanics • Geology • Foundation Engineering FORM 87/8-2A PT.ll'T'"P. ~H-1 JUL-30-2003 WED 05:21 PM OITY OF OARSLBAD FAX NO. 760 602 8558 P. 03 City: of Carlsbad · _ t:.119ao;u1-x1waa,c,,rw C;RTIFICATE OF COMP!;IA CE . PAYME}1fT OF SCHOOL FEES OR OTHER MITIGATIOJ:1 This .form must be completed by the City. the applicant, 21nd the appropriate s<;hool districts and returned to the City prior to issuing a building permit. The City wifl not issue any buRding permit wlthOut a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: _ Project Applicant (Owner Name{s): Project Description: BUILQ!NG TYPE: · Residential: Second Dwelling Unit Resldentlal Additions: CommetciaVlndli.l~ .. l: City ·Certifica~0n of applicant', infotmation: -l:1Go \4~.l\o 50 v\:~ 1-\~-Q'i1.--. o\-oJ Number of New Dwelling Unjts Square Feet C)f Living Area in New Dwelling Square Feet of Living Area in SOU Net ~guare Feat New Area -~-Faffl@°;t:: 1:::~;1L1~:L~ anurl'\nl I TRI . TS WITHIN T C OF CAR~SBAD <\T G\ f.-0 ~ 'd-_ 0 San Marcos Unified School District -.\-\' lU · Encln!tu ·union Sehcol orstrict 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) 215 Mata Way $an Marcos. CA 92069 (290-2649) San.Oieguito Unlqn High School District 710 Encinitas Slvd. 1:n~in1tas, CA 92024 (763~649,) Certffleati<ln of ApplicanttOwn,rs. The p1min 1:i/,8cl.!ting thl$. dfi!ciaratiOn ('OWrief) eer1ifiti und•t p8flalty of p1,rjury tnat (1) lh$ Information provided above it cotreet and true to the best of the Owner'$ knowledge, end that the Owner will file an amended certiflc.tion of paymen~ and pay the addition~! fee If owner reque;sts an lncteas~ ir the number of dwelling units O( ,quart footagt after 1he building pennlt is issued or if the initial dei.rminat'ion cf units or squar& footage is found to be ineortict, and that (2) the Owner ia the owner/ developer 0f the above descrti.d project(&), or that the person executing thl$ declaration ts aulhQtizld to sign on ·behalf pf tha Owner. . Signature; Date: ___ S_C_H_O_O_L_O_IS-T--R-!C_T_S_C_H_O_O_L_F_E_E __ C_E_R_TIFICAT!-O~N------ (To be comple~~d by the school district(s )) 1885 Fare.d~y Avenue• Oarlebad, CA 82008-1'.,314 • (760) 602-2700 • FAX (760) 602-8560 (i l .. ,J~N-~3-2003 THU 03:49 PM CITY OF CARSLBAD ' l FAX NO. 760 602 8558 P. 12 THIS FORM INDICATES THAT THE SCHOPL DISTRICT REQUIREMENTS FOR THE PROJECT .. · · . HAVE BEEN OR WILL BE SATISFIED. SCHOOL OISTFUCT: ,: . . The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satis.fied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school .mitigation datarmined by the School District. The City may issue building permits for this project. . - SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL ,, TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER ~,:2--.09~ -o\ -oo I cJ /5cr/4z_ e,'--' r<l:11 L '1c, r;:.:;.71L-l ~ -l-7~oc'0+ y :f~?-~-,o r\'~ < .. ilP~Bfij:,i/~}i';~~~;.' IO ,... , ~--02. es t} c L tvJ f; [Or)::t--o~ ~ @... F-C, tt-11. -o 7--ov ,.; e-1t.,... To Es, ;: L. c... : +y M f:.. <!. • 75,,,'{;, l 5/r~c+, (j-f' £...Je!~, "'-Coff•c. 1:QJ\)f" I [ /i,1/rfL ~ fee,'<., <;:vW( ~*1~------A---~ "-{sl' 1 ~~ @? -\C CB022962 1960 KELLOGG AV CBAD FLOOREXPO 19,439 SF MEZZANINE Tl INDUST Lot#; S G F LTD PARTNERSHIP :t ,j ,, --~-{»~~ l \..\~Lc.t...---iJUILUii'l\.:i (!~I ~--6~ PLANNING ' k:;Jj 2 ENGINEERING J fi <J?-O J;, FIRE APPR/FORM HEALTH DEPT TO APPLICANT HAZ MAT/ AIR QUAL OTHER SEWER DISTR BLDG GRADING LETTER FROM APP.UCANT PLAN CORR ----+-----,.-ENG CORR \\(kt<,;.. tcl)1M SCHOOL FORM ----~1----_7_CFDFORM PE & M WORKSHEET ____ ..__ __ _, BLDG FEES COMPLETE Cfr UX -Ir JJ D lffSS M' Y fJ 'L I ti ca f</( c er -/J f l-o o ~ &~ h /JT I 1 h c; )( LL-Lot 7--(·D3-£yp {e_~ ~ @J ~ l[ ( D )' -:f55 v-tJ) \/i\()'\ 4c.u~J.. 'l)...~o.ry.q_\o.\-~c-\'i,l)~ ~~\\ VI-~~ .~~~~-¾r, i\'110\.\ Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: City of Carlsbad 1635 f araday Av Carlsbad, CA 92008 Ptan Check Revision Permit No: PCR04044 Building Inspection Request Line (760) 602-2725 1960 KELLOGG AV CBAD PCR Lot#: 0 2120930100 $0.00 CB02-2962 Construction Type: NEW FLOOR EXPO REDUCE SIZE OF MEZZANINE Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 03/08/2004 MOP 04/06/2004 04/06/2004 STEINGRABER BRUCE JORKEN LLC 760 789-3269 Plan Check Revision Fee Additional Fees Total Fees: $480.00 Inspector: 1964 KELLOGG AVE CARLSBAD CA 92008 Total Payments To Date: $0.00 FINAL APPROVAL Date: ______ _ 9346 04/06/04 0002 01 CGFst $480.00 $0.00 Balance Due: $480.00 Clearance: ______ _ NOTICE: Please take NOTICE that approval of your-project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your rightto protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of whi h ou h v r vi I b n iv n NOTI E imil r hi r a t whi h h sta ut of limi aliens has reviousl o heiwise ex ired. 02 480"00 FOR OFFICE USE ONLY PERMIT APPLICATION .PLAN CHECK NO. Pc fZ et) L{ "C{L( CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VA~. _________ _ ·Plan Ck. Deposit ________ _ Validated By _ __,.,___,.._ _____ _ Date_-7£..,__,: ~-l 0-'"'{-· _ Legal Description Lot No. Phase No. Total # of. units Assessor's Parcel# 1-,[1,,. _ C1Cj 3'"'tf J Existing Use # of Bathrooms Name Address City State/Zip TelE!phone # State .License # ~---'-~-----License Class------'----'--City Business l.!icense # _______ _ Designer Name State License # Address City State/Zip, . Telephone ffi!cl~:WOBEfi,l!i~~QM5~ll~IlQW~~R~i[ill~~::iLl:21Zr~:t~~~~~~~~g~~'\~~~~E~r:~~~~™~~~2~~1 Workers' c;::ompensation Declaration: I hereby affirm under penalty of perju_ry one of the .following decl_arations: 0 I. have and will niairitain a certificate of cons~nt to' self-insure for workers' compensatipn as provided by Section 3700 of the Labor Code, for the performance of the work for which•this permit is issued. 0 I liave and will maintain workers' compensation, as required by. Sectio_n 3700 of the.Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy. number are: Insurance Company____________________ Policy No.~-----------Expiration Date __ ~----- (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED.DOLLARS [$100) ORLESSI 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to 'beco.me subject to the Workers' Compel')sation Laws of California. WARNING: Failure to secure workers' compensation covarage 11 ·unlawful, and shall subjact an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest and attorn!ly's fees. SIGNAl'.URE . DATE ___ ~----- fJ1iQJ!~~J(aiufQR~'1illf~~f[~!:1i~~~!~!fiJ!f{~l~X:~:A~lj£/t~~~~;;7:~'[i\?)~1_0:-~i::i!{{~~iftt$~J~~i~~~1~~j(.f~J~f\?~ I hereby affirm· that I l!m exempt from the Contractor's License Law for the following reason: · 0 I, ,aij; owner of the property or mY employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec • .7044, Business and Professions Code: The Contractor's License Law does not apply·to an owner of property who builds or improves thereon, and who does such work hi,mself or through his own employees, provided that such improvements are not-intended or offered·for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder-will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors ~o construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does n_ot apply to an owner of proi:,erty who builds -or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and-Professions Code for this reason: 1. I· personally plan to provide the major labor and material!! for construction of the'proposed property improvement. 0 YES ONO 2. I (have/ have.not) signed an application for a building'permit-for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phor\e number / contractors license number): , I 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 nuinber): __________________ '"'--------------'------------------ 5. I will provide some of the work, but I .have contracted (hired) the ·following persons to provide the work indicated (include name / add.ress / phone number / type of work): ________ -----------~----------~-----~--------------...--- PROPERTY OWNER SIGNATURE, DATE ________ _ mdMiw=tc:rtajc,fstc!ffetfF.on:iYnli1.'o1:'§Yl"r,.,m7J.ifiiJro1unEC\Ml,t~,;.'iitw1!4£.~~~...:;'.t:;~:if•,~:l';;t:;;f~11,wi0:1~,;~-212ffl.1t~;;!;/?;;t:::4f:,;;,~~".'f.l1,i;;,':-tii;if;;,1,i\11;':-~!'fi;'!:'4 ~~,.-.. .. -,2~.,...,.. .... ,,....,~ .. ,.,,~, .,.,.,,.. __ ,.. ..... ~...!.,.!«J:!IDJ, ---~lli.tr-!O,,_,, ~~ ,N !,.~ ,~~L---?t;,~ ~-,.,;,~-~~ "'-'« .... ~~/t~-4>1~,1.~'~.J~<.::.~wb:v.:~,,-~.,,..-,,.~i.,,,J-l,;f, :.i~-~,...,,.)<i.~ --w~~ i::,.,·;.;.:.¢1 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, 2553;3 or 25534-of the P.resley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future boi!ding occupant required to 6btain a permit froin the air pollution cc>ntrol district or air quality management district? 0 YES p NO Is the facility.to be constructed within ·1,000·feet of the outer,boundary of a school site? · 0 YES O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT·BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF·EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. m~:&Rut~t0Aw£~~~:6ilit~~~~~~~~~1Y~:fz:~~:;~tFl~i~~~1:r~t~~~~~~~~:~~~~~:~ff~~J:(~J !·hereby affirm .that there is a. construction-lending agency for the p~rfqrmance of the work· for which this permit is issued (Sec. 3097(11 Civil Code). •' LENDER'S NAME;:;;;;;;;;;:;;;:;;;;;;;;;;:;;:;;;;;::;:;:;;;;;;:;:;:;::;::::;;;;;;:;;;;:;:;;:;:;;;::::;:;::;; LENDER'S ADDRESS_.----~---------,--,-----,------ ~~fgJ~AN~Cjl\~lf!~fi~t,~J;?~:.m~~~-~T:ffS£~il~if~m3?~i~™~~ill'S1§~~~~J~~~;l~~~filJ~ I certify that I havt;nead the application and state that the above inforniation,is .correct and that the information on the plans is accurate. I agree to comply with all City :ordinances and State .laws relating to building. coostruction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned prop11rty for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP H,O.RMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES-WHICH MAY IN ANY WAY ACCRUE AGAINST SA!D CITY iN'CONSEQUENCE OF THE GRANTING OF THIS,PERMIT. OSHA: An OSHA permit,is required for excavations over 5'0# deep and demolitioo or'construction of structures over 3 stories in height. EXPIRATION: Every permit is· a y the buildln Official under the provisions of this Code shall expire by limitation and become null and void if the b'uilding or work . authorized by such permit is t co enced wit ' 180 days. from the date of such p~r111it or if .the-building or work authorized by such permit is suspended or abandoned at any time after the work · com need for a :7, r' d·of O·da s Sectr · . tJnifprm Building Code). 4 APPLICANT'S s1GNAT . \ DATE ~,, B -o·, WHITE: File· YELLOW: Applicant PINK: Finance EsGil Corporation In Partnersliip witli {jovernment Jot '.BuiCaing Safety DATE: March 18, 2004 JURISDICTION: Carlsbad n.~ANT ~ CJ PLAN REVIEWER CJ FILE PLAN CHECK NO.: 02-2962 (PCR0444) PROJECT ADDRESS: 1960 Kellogg Ave. SET:I PROJECT NAME: Florexpo LLC Mezzanine Addition D -·---··D o, D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant daficiehcies identified on the enclosed check list an<;! should be corrected and resubmitted for a complete ·recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:. Telephone#: Date contacted: ._ (by: ) #: Mail T~lephone Fax In Per~/ -· · · REMARKS: 1. The structural p~~ust be ed by the engineer. 2. On sheet A6, specify that the mezzanine will be used for office storage**). 3. On sheet A2, specify that the -cross-hatched cooler area is NOT a pa of this permit. "*'* Since lateral loads didn't seem to consider 25% of · By: Kurt Culver Esgil Corporation D GA D MB D EJ" D PC Enclosures: Previously-approved plans 3/11/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 '/ . .P j Carlsbad 02-2962 (PCR0444) March 18, 2004 jv ALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver PLAN CHECK NO.: 02-2962 (PCR0444) DATE: March 18, 2004 BUILDING ADDRESS: 1960 Kellogg Ave. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING.· AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. Air CondiUoning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance J • I Plan Check.Fee by Ordinance Type of Review: D Comp.lets Review D Structural Only D Repetitive Fee =8 R~peats * Based on hourlyrate Comments: D Other 0 Hourly 4j Hours * E•all Plan Review Fee ($) $480.00j $384~001 Sheet 1 of 1 macvalue.doc · 1 -PLANNING/ENOINEERIN.C APP~OVALS fLfL Ot/~·ytf . . PERMIT NUMBER-es o·z~.2ct¥,z:. _'DAre_~-+-,:::."--1--- AooREss (1'fR.!) feELL66G llESIDENTIAL · RESIDENTIAL ADDITION M•NOR . { < $10,000;.00) 'OTHER . CARLSBAD COMPANY STORES . _ .VILL_ACE' FAIRE COMPLETE OFFICE BUILDING -------,------,..---,-------- ·P.LANNER~~ DATE . , 5-//~oy. ENGINEER, _,-(~~ DATE 3 -/5'-d4 --="--'-=-----'-- · Docs/Mlsforms/Planning Eliglneering·Approvals :f:Carlsbad Fire Department 040875 1635 Faraday Ave. ~ -Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: _0_31_31_12_0_0_4 _______ _ Reviewed by: . Name: Stephan G. Brown -------------------- Address: 6315 Muirlands Dr. City, State: San Diego CA 92037 Plan Checker: ____________ Job#: _o4_0_87_5 ____ _ Job Name: Digital Outpost Bldg #: CB040875 ----------------------------- Job Address: 2772 Loker Ave. West Ste. or Bldg. No. ~ Approved D Approved Subject to D Incomplete Review FD Job#. The item you have submitted for review has been approved. The approval is based on plans, information and I 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 applicable codes and stahdards. 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. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in s1,.1spension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or stahdards. Please review carefully all comments attached. Please resubmit the hecessary plans and / or specifications to this office for review and approval. 1st 040875 2nd FD File# 3rd Other Agency ID ~1Requirements Category: Building Plan Page 1 Requirement: Pending 05.32 Additional Requirementl5 or Comments The elosure for the Fire Sprinkl~r Riser shall be minimally dimensioned with a Full-height access door with a minimum width of 24 inches. 03/31/04 ---- Ust-45'FtrCJ S*lltll&lmllst /if.vn9T////f rf!!=: ~ ~ --- DESCRIPTION Mapelastic is a waterproofing and crack isolation membrane that caR be applied by trowel, sQueegee or spray. Mape/astic (formerly PRP 31i.@!LPJ.ao1s_eal 89) is a 2-component flexible fiber-reinforced mortar,/ji:ieelsAN~LA1t8,l0 "::1_ ful!tlrementsfnteij5foofingancns1AP'M1flfsfed for use asa~ting1 @fioY{eLP_an~lil_!.139 -~--- USES (Ceramic Tile & Natural Stone) Use for waterproofing interior, exterior, vertical and horizontal tile and stone applications in pools, pool decks, spas, steam showers, bathrooms, commercial kifchens, balcony and plaza decks, catwalks and building facades. Mapelastic has outstanding performance in applications subject to freeze/thaw, immersion and temperature fluctuation. Use as a crack isolation membrane over in-plane , hairline cracks up to 1/16" (1,5 mm). USES (Concrete Repair and Protection) Use as a thin-coat protection system over existing or repaired concrete. Can be left as a finished surface, topped or coated with cement-based, latex-based or solvent-free urethane, epoxy or acrylic coatings. Has excellent abrasion, chloride and sulfate resistance in exposed applications. Outstanding for applications mentioned above as well as for walls, planters, balconies, till-up walls, ponds, fountains, pools, tunnels, steps and stairways. RECOMMENDED SUBSTRATES • Properly prepared masonry and concrete at least 28 days old, stable and free of hydrostatic pressure. • Cement mortars and leveling coats • Cementitious backer units • · Radiant heated substrates • Properly prepared cement terrazzo • Gypsum wallboard • Group 1 exterior grade plywood (interior, dry conditions) • Properly prepared ceramic tile, glass and glass mosaics (interior dry conditions) Contact MAPEl's Technical Services Department for installations involving special conditions. IMPORTANT TECHNICAL NOTES (Things to Remember) • Mapelastic is flexible, breathable, mildew-and bacteria-resistant and offers excellent compatibility with cement-based preparation and bonding mortars.- • Mape/astic is recommended for application in thin layers. Minimum thickness is 1/16" (1,5 mm) to a maximum thickness of 5/64" (2 mm) per coat. Not recommended for thick-build applications. • Although designed for waterproofing, Mapelastic cannot be used as a single application roof-deck membrane. In addition, pool basins and tanks built over habitable spaces should be made ·water tight" by other trades prior lo the application of Mapelastic as a secondary membrane. • Not for use where high substrate moisture (greater than 5 lbs./1000 sq. ft. . [2.26 kg/92.9 m21) and/or where negative hydrostatic pressure exists. I ' I I' \ Mapelastic is not recommended for suppressing in-plane cracks beyogd 1/16" {1,5 mm) or where. vertical, out of plane movement occurs. • The use of fiber mesh or Mapeband" preformed .,accessories is mandatory at all angle interfaces. ~ "3. Application• for information on mesh and Mapeband. • In accordance with good trade practices and plumbing codes, flood testing of membrane for 72 hours is recommended prior to tile installation. • It is recommended that all bonding and topping mortars are polymermodilied. For best results, use MAPEi brand bonding, grouHng and preparation products as a complete and warrantable single source installation system. • Recommended application temperature range is 45°F - 95°F {7 -35°C) Note: Consult MAPEl's Technical Services department for complete details and recommendations when installing over non-traditional substrates and when special conditions exist. INSTRUCTIONS 1. Surface Preparation .. 1.1 All surfaces must be structurally sound, stable, solid, clean and free from dust, oil, grease, paint, tar, wax, sealers, curing compounds, form release agents, primers, laitance, loose particles and foreign substances that could reduce or impair adhesion. To maximize bond capacity in commercial, immersion and exterior applications, the concrete surface should be prepared to the tolerance of 1cm·csP#2 to GSPl5 profile range. Concrete substrates should also be saturated surface dry (SSD) to the to.uch. For complete details on preparing surfaces to receive ceramic tile and natural stone, see MAPEl's Surface Preparation Sheet. 2. Mixing 2.1 Mix In the following ratios 2.1.1 Small Kit System= 1 US gal. (3,18 L) Mapefastic (latex): 25 lb. (11,34 kg) bag Mapelastic (powder). 2: 1.2 Large Kil System = 2 US gal. (7,56 L) Mapelastic (latex): 50 lb. (22,68 kg) bag Mapelastic (powder). 2.2 Pour all the Mapefastic latex into a clean mixing container. Gradually add in all oHhe Mapelastic powder while mixing slowly. Mix for 2 -3 minutes to a homogeneous and smooth consistency. Do not mix longer than 3 minutes. 2.3 When mixing complete uhi\s, the mortar will be somewhat runny. If a stiffer mix is preferred for vertical . troweling, the latex quantity can be reduced by up lo 10% by volume. 2.4 Do not dilute latex or add more thanthe recommended latex quantity. 2.5 Promptly wash tools with water after each mix. 2.6 Mapelastic membrane must be applied within 60 minutes after mixing at 73°F (23°C). 3. Application 3.1 Applications for waterproofing, concrete protection & continuo~ crack isolation membrane for in-plane hairline cracks up to 1/32" (0,75 mm) for immersed comtilions 3.1.1 Key a liberal amount (pressure coat} of Mapelastic into substrate with flat side of a 3/16" (4,5 mm) trowel at a 45° angle. This ensures complete contact to the pores of the substrate. 3.1.2 Follow by combing the material with the v-notch side of the trowel. 3.1.3 Using the flat side of the trowel. immediately flatten the combed material to a smooth void-free membrane with a minimum thickness of 1/16" (1,5 mm) up to a maximum thickness of 5/64" (2 mm). 3.1.4 For eac:h additional coat of Mapelastic, follow the steps in 3.1.1 to 3.1.3, allowing 4 to 5 hours of drying lime between coats. 3.1.5 Mapelastic will not blemish with traffic and is ready to receive tile, stone or bonded mortar toppings when surface is firm to the touch. This is typically 8 to 12 hours after application. Expect shorter drying times in warmer job site conditions or longer drying times in cooler job site conditions. 3.1.6 Wait 72 hours before flood testing. 3.2 Applications involving fiberglass mesh 3.2.1 Mesh or Mapebandlillings must be used on all right angle interfaces. · 3.22 Mesh is optional in field applications and may be used under the following circumstances: a. To ensure minimum thickness tolerances are achieved. b. To enhance breaking strength of membrane. 3.2.3 When installing mesh, follow application procedures above in 3.1.1 and 3.1.2, then unroll the fiber mesh while placing it into the fresh Mapelastic. , 3.2.4 Lap all seams and ends in the fiber mesh by 2· (50 mm). 3:2.5 Apply additional thin coats of Mapelas/ic as necessary lo completely encapsulate the fiber mesh. 3.2.6 For flashing inside corners, the fiber mesh must extend a minimum of 4" (101 mm) on each side of the wall joint. Pre-creasing pre-cut lengths will help in fitting the material tightly into the corner. 3.3 ~pplications involving Mapebaud 3.3.1 Mapeband pre-formed accessories, consisting of inside corners, outside corners, drain flashing and roll flashing, make easier work of waterproofing details. 3.3.2 When installing Mapeband, follow application procedures above in 3.1.1, 3.1.2 and 3.1.3, then place the fittings into the fresh Mapelastic. 3.3.3 Lap all seams and ends in the fiber mesh by 2· (50 mm). 3.3. 4 Apply additional thin coats of Mapelastic as necessary lo completely encapsulate the Mapeband. 3.4 Applications for crack isolation for in-plane hairline cracks up to 1/16" (1,5 mm) 3.4.1 For a specific area, key a liberal amount (pressure coat) of Mapelastic into substrate with flat side of a 3/16" (4,5 mm) trowel at a 45° angle. The area must be wide enough to cover the crack and the distance of al least 1.5 full tiles on each side of the crack ( see "Table A") REFERENCES ~~els or exceed~ ANSI A118.10 requirements for thin load bearing waterproofing rnembranes. lAPMO listed for shower pan liners. TECHN~CAL DATA (based on 73°F l23°CJ and 50% relative humidity) Pot life ......................... .' .• ·! ........................... Approximately 60 minutes Finishing time .••......•.•..••.•.... , ........................... Approximately 5-15 minutes alter application Thickness per coat ...••.....•••..••.......•.••••.•..•• · •••.••••• Minimum 1/16" (1,5 mm)/Maximum 5/64" (2 mm) Drying time between coats •...••....••.......•..•••..••.•.•••..••• after 4 -6 hours Curing time before tile, stone or mortar topping .•••••.... , ..••....•.•. after 8-12 hours Curing time before floor testing ....•.. , •..••.•.••.•....•..•.•.••..• 72 hours minimum Curing time before water immersion & freeze/thaw exposure ••.•.•••.•.•. 7 days (or as indicated for the tile mortar) Curing lime before impervious coatings ..••••.••..•.•......••.•.•.•• 7 days Shear Strength to Concrete 7 days water immersion •.....•...••.........•••••...•..••.••.•.•. 213 psi 7 days chlorinated water immersion ..•..•.••••.•••...•....•..•...•.. 213 psi Freeze/thaw 20 cycles ........ , ............................................ 270 psi 40 cycles ...................................................... 270 psi Modulus of elastlclly (1,5 MPa) (1,5 MPa) (1,9 MPa) (1.9 MPa) ASTM C469 modified ......•••••...•.••..•••..•..••.•.••••....•.• 14,503 psi (102,1 MPa) Abrasion resistance (ASTM 04060) 200 cycles ..•.•.•. ,. .......•....•..........••.•...•••....•.•... 0,66 g 400 cycles .................................................... 1,4 g Resistance to de-icing sails (ASTM C672) ...•..........•.•... __ ......••..•.••.•..•..•.•••••.....•..... Good-0 rating (no scaling) Permeability to chlorides (ASTM C1202) ........................................................ ::. ..• Good '-100 coulombs (very low) Resistance to co, diffusion (factor mu) .................••........•... , •.••.•.. •.• ....•..•... , .•..•.. 10,500 Coefficient of thermal expansion ......................................•...................... 9.4 x 10 ... !°F (17 x 10<l!°C) Cleanability •••..•.....•••.....••...•.••.••••• , .................. With water while fresh Packaging Small kit system ................................................. 1 US gal. (3,78 L) latex+ 25 lbs. (11,34 kg) powder Large kit system ....•..•...•..••....•.•...•..•........••••...•.• 2 US gal. (7,56 L) latex+ 50 lbs. (22,68 kg) powder Color ....•....... -...••....•.....•••.•.•...•.••.•. : ••••....•. Gray when mixed and dried Shelf Life 12 months when stored in a dry localion and sealed in originalcontainers at room temperature Approximate Coverages Small Kil System ............................................... 1/16' (1,5 mm) 1 US gal. (3, 78 L) latex+ 25 lbs. (11,34 kg) powder ..••..•.....•...•... 65 -70 sq. ft. (6,03 -6,5 m2) Large Kit System •.•.•...........••........••..••.•...........•. 1/16' (1,5 mm) 2 US gal. (7,56 L) latex+ 50 lbs. (22,68 kg) powder. ..•.•.......•.••.•. 130-140 sq. ft, (12,07 -13m2) 5/64" (2 mm) 48-53 SQ. II. {4,45 -4,92 m2) 5/64"(2mm) 96-106 sq. fl. (8,91 -9,84 m2) Note: Coverage/thickness data shown are approximate and used for eslimaling,ptirposes only. Actual job site coverages may vary according lo substrate conditions, type or equipment and applications methods used. Heallh and Safety ....•...•.•....••••....••.•........•.•..•....• Consult the Material Safety Data Sheet (MSDS) llefore using this product. 3.4.2 Comb the material immediately with the·v-notch side of a 3/16" (4,5 mm) trowel to set a thickness gauge. 3.4.3 Using the flat side of the trowel, immediately flatten the combed material to a smooth void-less membrane with a maximum-thickness of 5/64"-(2 mm). 3.4.4-lf required, additional coats of Mapelastic may be applied in maximum thicknesses.of 5/64" (2 inm) per coal. Allow 4 to 6 hours of drying time between coats. 3. 4.5 Mapelastic is ready lo receive tile, stone or bonded mortar toppings 8 to 12 hours after final application. TABLE A Tile Size 8' x a• (200 mm x 200 mm) or Less 10' x 10'(250 mm x 250 mm) 12· x 12'(300 mm x 300 mm) 16" x 16"(400 mm x 400 mm) 24• x ·24'(600 mm x 600 mm) Minimum Width of Application for Crack Isolation 24' (600mm) 30" (750mm) 36' (900mm) 48" (1200 mm) 72' (1800 mm) t ; 4.2 Qo ·not cover or bridge any expansion joint with :· Mapelastic, mortar or surfacing material. 4.3 Cut tiles and finish Mapelastic ori both sides along the edges of expansion and control joints. 4.4 If waterproofing integrity is required in expansion and control joints, Mapeband coving can be bonded to both sides of the joint and filled with caulking or an expansion moulding system. Contact MAPEi Technical Services for more information. 5. Protection and Curing 5.1 Provide for dry, heated storage on site and deliver materials at least 24 hours before installation begins. Protect liquid from freezing. 5.2 Although Mapelastic is cement based and very durable, protect from sharp point loading that may gouge membrane and compromise waterproofing integrity. 5.3 Protect membrane from contamination prior to bonding, topping or coating. 5.4 Allow at least 72 hours of cure time prior to flood testing. 5.5 Floors: Light foot traffic is acceptable after 4 -5 llours. Protect membrane from general foot traffic for at least 16-24 hours. Prohibit heavy commercial traffic and equipment for 7 ·days. 5.6 Walls: Protect walls from impact, vibration and hammering on adjacent and opposite walls for at least 7 days after installation. 5.7 Since temperature and humidity (during and after installation of tile) affect the final curing time of all installation materials, allow for extended periods of cure and protection when job site temperatures drop below 60°F (15°C) and/or when relative humidity is higher than 70%. NOTICE Before using this or any other product, it is your responsibility to read and understand all information, instructions, limitations ant;I safety information contained on this Technical Data Sheet and Material Safety Data Sheets. We shall not be liable for incidental and consequential damages, as defined under the uniform commercial code, directly or indirectly sustained, nor for any loss caused by application of these goods not in accordance with current printed instruction or for other than the intended use. Before using, user shall determine the suitability of the product forits intended use and user alone .assumes all risks and liability whatsoever in connection therewith. Our liability is expressly limited to replacement of defective goods. Any claim shall be deemed waived unless made in writing to us within thirty (30) days from date it was, or reasonably should have been discovered . . ~MAPEi" MAPEi Headquarters of the ~ericas ~ 1144 East Newport Center Drive Deerfield Beach, Florida 33442 Phone: (954) 246-8888 Fax: (954) 246-8800 Customer Service 1-800-42-MAPEI Technical Services 1-800-992-6273 (U.S. and Puerto Rico) 1-800-361-9309 (Canada) Additional Information Resources Website: www.mapei.com Fax on Demand System for Technical Data Sheets & MSDS: (954) 246-8590 Mapelastic codes: TDS 21077 MSDS 11077 MAPEi -USA Anaheim, California Ft. Lauderdale, Florida Fredericksburg, Virginia Garland, Texas South River, New Jersey Tempe, Arizona West Chicago, Illinois MAPEi -Canada Laval, Quebec Della, British Columbia Brampton, Ontario MAPEi -Puerto Rico Dorado e PR666 DS4E V1003 _:t_ CTDA Ill ·aa © 2003 MAPEi Corp. All Rights Reserved. Printed in the U.S.A. IRBCJ I I I I I I I I I 1· I I I :I I I I I I .~· R2H Engineering, Inc. Structural Calculations FLOOR EXPO REVISED MEZZANINE ADDITION FOR PROGRESSIVE IMAGES SUBJECT: SHEET NO: Floor Framing .................................................................................................................................. a 1 -41 Columns and Spread Footings .............. ~ ..................................................................................... 42 -55 Tilt-Up Panel Check ........ ; ............•.••..............•.........•..........•......•..•...•.....................•..........•................. 56 Lateral Analysis ............ ~ ............................................ ·.·····~·····························111•••11••·······················a 57 -73 Brace Frames •...........•.•.••.••....•.............•.....................•.....•........................•..........................•....... 7 4 -87 Continuous Footings ........................................................ ~ ......................................................... 88 -104 Job No.: 04011 Date: 2/24/04 Structura/Engineering • Construction Management 17150 Via·del Campo, Suite 3Q6. San Diego, CA 92127 (858) 673-8416 Fax: (858) 673-8418 E:\Projeds\04011\CalcCvr HW 2-25-04.doc Designed By: H.I.W. Checked By: H.I.W. -- I'"'- I! Ii ~2- ~ ~ -t"'°'"O'll ~ V'--J~·o-.1a ii ,t,CIW.t1'W~l . II II II I iii I ----... .'Ollll.w ....... ®--.. A.I.OM )t,aa IIC10'-' ,•a.i)r.XIOWliM-.,.'91.1: ~..,,. ,t aa,aua:.,·.n.rw t'N't-1M ... 9M~ ~-j:--~· ,~ ..... -- ,.'1!11 ....... .. .... - t Ii: Ii: t It It ..,,. .. .... -L -- It Ii: It It I rtt"f'j I I ' I 0--aaAa.ON,nm.,.,....W,i )r.JIIQ -,.,UN rD'lftt,.. « .c111 IMl/liOw,sMf~".n.n.t I ............ ,..Gr.lllC'Mflllll 'II' ...,..,..,.,a,»19n..i:, ,~ .. ... -- .Wl~~.to Ii: ,I.-Ii: It Ii: It Ii: It I .I. I I I I I I I Ii I 1~ i~ .. ... .. .... --- .wr.-. .- .tlJ L•.1i1 .l:IU.•,1i .,,... It I ,l.7i: Ii: Ii: It ~II .I. I I I I ,.,~t I @ .... alMALON~woc:ri_, -.,,c,,aa"N'UWW«.I: ~....,. NI mtdlJCt:) ",IMM 1,.. ............ /M~ Ii tlV1S ~ JM ~ o'i!C I .. .... ot/11•,M --- I /K , I ·. \.-.. lfl!CID,1~ .. ... ,' .. ) --~ ... - I I .-( I I I I I I· I , ' 1 .. ,- I I -I I I I ' ~ A N = ~1 ~ V ,f>'-0" I I \ I J,",l2lxl6 OPEN TO SELOV'i 25'-3" 4'-4 1/4" () 5'-2 3/8" 5'-2 3/8'l~ N A N = x.::J:f '1" (() -I 3::: V t ~ () .!' rn -X .::J:f '1" rn -I 3::: V 5'-1 1/2" 5'-1 1/2" · I 7 IL 84'- I I I ; .. -. ___ . _· ·1 I I I I I 1.-· \ I I I I I I I mi;{~ i . .:.:_:;;.; I .d.aJ.. R2H Engineering, Inc. · -PROJECT FL of.. EY fa/ LL c .BY . SUBJECT rlooR (!>!;,A-·f-1 FLOOR-·r;~A. M .i r r , t;lr ~ .. { o, <> 4'2 /::sf),{ b ') ( Z4 f i_ +-,v ) = 6. o 4 f tr.,> RL =: (6-f'7-> /=sJ-){br)( 1;_' ):=.-/tf,oo l=js._ JOB NO. 0 L/-0 l f_ DATE l/zz./2 od 4 SHEET ___ OF __ _ ~:&,~-tr~-----~~-S1:,Z;.a; ... ~-,~-l.~-i )(..6 ~-o --'le_·. · ·-}, .... ~+.-·-~8-~ /A 1~ ·-sl,..,,,. ~I {)/.l.R__ \.A) 2.1 '>I ~3 0.f::-. I 1 ... - ( 1··-· I I I I I I ,• I __ .,_ I 1- 1 I I ·I I~---. ~ I ) I Title: Dsgnr: Job# Date: 2:56PM, 22 JAN 04 Description ; Rev: 560100 User: KW-®02897, Ver 5.6.1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Description FB1: .Span = 25.3' Scope: Steel Beam Design Page 1 c:\alex hung-i wulflorexpo (04009)\florexpo.e General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section: W21X62 Center Span Left Cant. Right Cant Lu : Unbraced Length j Point Loads Dead Load Live Load Short Term Location Summary #1 6.050 18.000 3.300 f - Pinned-Pinned 25.30 ft Bm Wt. Added to Loads 0.00 ft. LL & ST Act Together 0,00 ft .:1,_.g,g9-9 fto~-)~· (,.,,ti!(>'. #2 6.050 18.000 9.300 #:3 6.050 18.000 15.300 #4 6.050 18.000 21.300 Using, W21X62 section, Span = 25.30ft, Fy = 50.0ksi End Fixity= Pinned-Pinned, Lu= 2:00ft, -LDF = 1.000 Actual Allowable 348.499 k-ft 33.000 ksi Moment fb : Bending Stress fb/ Fb Shear fv , ·shear StresE fv/Fv 328.125 k-ft 31.071 ksi 0.942: 1 50.217 I< 5.9131 ksi 0;299: 1 161.920 k 20.000 ksi Fy Load Duration Factor Elastic Modulus · #5 #6 50.00ksi 1.00 29,000.0 ksi #7 k k .k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Def! Length/(DL +LL Def!) -0.990 in 1,166.5: 1 306.5: 1 ' I Force & Stress Summary • Max. M-+ Max. M- Max. M@Left Max. M @ Right · Shear @ Left Shear @ Right Center Def!. Left Cant Def! Right Cant Def! ... Query Def! @ Maximum 328.12 k-ft 50.22 k 47.56 k -0.990in O.OOOin 0.000 in 0.000 ft DL ' _QJ1jy_ 86.10 13:22 12.55 -0.260 0.000 0.000 ·0.000 Reaction @ Left 50.22 13.22 Reaction.@ Rt 47.56 12.55 Fa calc'd per Eq. E2-1, K*Ur < Cc I.Beam PassesTableB5.1, F-b rE. F1-1, Fb=0.66Fy Section Properties W21X62 Depth 20.990in Weight Width 8.240in I-xx W~bThick 0.400in 1-yy Flange Thickness 0.615in S-xx Area 18.30 in2 S-yy '«-These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST @ Center @ Center @ Cants @ Cants 328.12 k-ft 50.22 47.56 - -0.990 -0.990 0.000 0.000 0.000 0.000 o.oo.o. O.OQO 50,22 50.22 47.56 47.56 62.16 #/ft 1,330.00 in4 57.50 in4 126.727 in3 13.956 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 8.525 in 1.773 in 2.100 in + I I ( I I I I I I I 1· I I I I I I I Rev: 560100 User: KW-0602897, Ver 5.6.1, 25-0ct-2002 (c}1983-2002 ENERCALC ,Engineering Software Description FB1: Span= 25.3' Title: Dsgnr: Description : Scope: Steel Beam Design Job# Date: 8:15AM, 23 JAN 04 Page 1 c:\alex hung-i wu\florexpo (04009)\florexpo.e General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W21X83 Center Span Left Cant. Right Cant Lu : Unbraced Length I Point-Loads Dead Load Live Load Short Term Location Summary #1 6.050 18.000 3.300 25.30 ft 0.00 ft t 0;00 ft _(,,\ J.tfJ(Jft #2 6.050 18.000 9.300 Pinned-Pinned 13m Wt. Added to Loads LL & ST Act Together #3 6.050 18.000 15.300 #4 6.050 18.000 41.300 Using: W21X83 section, Span= 25.30ft, Fy = 50.0ksi End Fixity = Pinned-Pinned, Lu = 2.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb Shear fv : Shear Stres! fv/Fv . Actual 329:685 k-ft 23.164 ksi 0.702: 1 50.475 k 4.573 ksi 0.229: 1 Allowable 469,669 k-ft 33.000 ksi 220.729k 20:000 ksi ,#5 Fy Load Duration Factor Elastic Modulus - #6 50.00ksi 1.00 29,000.0 ksi #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Deft Length/(DL +LL Def!) -0.723 in 1,575.5: 1 419.7: 1 • / Force & Stress Summary • Maximum Max. M + 329.68 k-ft Max. M- Max. M@Left Max. M @ Right Shear@Left Shear @ Right Center Def!. Left Cant Def! Right Cant Deft ... Query Defl @ 50.47 k 47.81 k -0.723in O.OOOin 0.000 in 0.000ft DL ~ . 87.66. 13.48 12.81 -0.193 0.000 0.000 0.000 Reaction@ Left 50.47 13.48 Reaction@ Rt 47.81 12.81 Fa calc'd perEq. E2-1, K*Ur < Cc I Beam Passes Table-85.1, Fb r E . F1-1, Fb = 0.66 Fy . Section Properties W21X83 Depth 21.430 in . Weight Width 8.355in I-xx Web Thick 0;515 in 1-yy Flange Thickness 0.835 in S-xx Area 24.30in2 S-yy «-These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST @ Center @ Center-@ Cants @ Cants 329.68 k-ft 50.47 47.81 -0.723 -0.723 0.000 0.000 0.000 0.000 0.000 0.000 50.47 50.47 47.81 47.81 82.54 #/ft 1,830.00 in4 81.40 in4 170.789 in3 19.485 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 8.678 in 1.830 in 2.150 in I I $. R2H Engineering, Inc. JOB NO. () 4-0 I I ..-,, PROJECT pt DR &-X pt> u C DATE 1 /::i 2-/ 0 q ! --'------'-'-------\ '. I· ·, _-sv _____ susJEcr_;.._.R ___ C>_____,_I.> t-'----""t--=2:..:..,a.;4,..:...~M.....,. , _ ___,__ ___ sHEET ___ oF __ _ I I I I I I. 1(~. " I I I I I I 1. ~ I . fl 061<. /3&-iH--1 2.. ~ ~(/'-{I_ ~ b~U-vl © R ~ 1 ts' I,. 0, D 2d/ r1-l,. = ( 0, /-z) lc~f )( 6' )( 2 ) : 9, c'.>·O /:;,-7> ? En:J.177 B~t..,, ~,ze..: w//x1-o o./c, .-=? ~ W If X S'°O o. ~ G I I __ _ I I I I I I I 1.-:··· . ' I I I I I I I Rev: 560100 User: KW--0602897, Ve_r 5.6.1,.25-Oct-2002 (c)1983-2002 ENERCALC Engineering Software De~cription FB2: Span = 25.3' Title: Dsgnr: Description : Scope: Steel ·Beam Design Job# Date: 3:02P_M, 22 JAN 04 Page 1 c:\alex hung-i wu\florexpo (04009)\florexpo.e General Information Calculations are designed to,AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W18X40 ( ~ ) Pinned-Pinnecl Center Span Left Cant. Right Cant Lu : Unbraced l,.ength j Point loads Dead Load Live Load Short Term Location Summary #1. 3.030 9.000 4.500 25.30ft 0.00 ft l 0.00 ft (i ~ft #2 3.030 9.000 10.500 Bm Wt. Added to Loads LL& ST Act Together #3 3.030 9.009 16.500 #4 3.030 9.000 22.500 Using: W18X40 section, Span= 25.30ft, FY= 50.0ksi End Fixity= Pinned-Pinned, Lu = 2.00ft,. LDF :;:: 1.000 Moment _ fb : Bending Stress fb/Fb Shear N : Shear Stresf fv/Fv Actual · 166.551 k-ft 29.228 ksi 0.886: 1 26.184 k 4.644 ksi 0.232: 1 Allowable 188,045 k-ft 33.000 ksi 112.770 k 20.000 ksi #5 Fy Load Duration Factor Elastic Modulus #6 50.00ksi 1.00 29,000.0 ksi #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Defl) -1.077 in 1,058.7: 1 282.0: 1 ,. I Force & Stress Summary • Maximum Max. M + 166.55 k-ft Max. M-~ax. M@Left Max. M @ Right Shear@Left Shear@ Right Center Defl. Left Cant Defl Right Cant Def) ... Query Defl@ 22.95 k 26.18 k -1.077in 0.000in 0.000 in 0.000 ft DL - _Q.!JJy_ 44.28 6.16 6.97 -0.287 0:000 0,000 0.000 Reaction@ Left 22.95 6.16 Reaction@ Rt .26.18 6.97 Fa calc'd per. Eq. E2-1, K*Ur < Cc I Beam Passes Table85.1, Fb,per Eg. F1-1, Ft:i = 0.66 Fy I Section Properties W18X40 Depth 17.900 in Weight Width 6.015in I-xx Web Thick 0.315 in 1-yy Flange Thickness 0.525in S-xx Area 11.80 in2 S-yy «-:-These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST @ Center @ Center @ Cants @ Cants 166.55 k-ft 22.95 26.18 -1.077 -1.077 0.000 0.000 0.000 0.000 0.000 0.000 22.95 22.95 26.18 26.18 40.08#/ft 612.00 in4 19_10 iri4 68.380 in3 6.351-in3 - 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft .k k 0.000 in 0.000 in 0.000 in 0.000 in k k 7.202 in 1.272 in 1.520 in • I I __ _ I I I I I I I .. I -·· I I I ·I I I I Rev: 560100 User: KW--0602897, Ver 5.6.1·, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Description FB2: Span = 25.3' Title: Dsgnr: Description : Scope: Steel Beam Design Job# Date: 3:01 PM, 22 JAN 04 Page 1 c:\alex hung-i wu\fiorexpo (04009)\florexpo.e Gene~I Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W18X50 Center Span Left Cant. Right Cant Lu : Unbraced Length I Point Loads Dead Load LiveLoad Short Term Location· Summary #1 3.030 9.000 4.500 25.30 ft· 0.00 ft l 0.00 ft lti ~ft #2 3.030 9.000 10.500 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 3.030 3.030 9.000 9.000 16.500 22.500 Using: W18X50 section, Span= 25.30ft, Fy = 50.0ksi ·End Fixity = Pinned-Pinned, Lu = 2.00ft, LDF = 1.000 Actual Allowable 244.580 k-ft 33.000 ksi Moment fb : Bending Stress fb/Fb Shear fv : Shear Stre$! fv/ Fv 167.317 k-ft 22.575 ksi 0.684: 1 26.308 k 4.119 ksi 0.206: 1 '127.729 k 20.000 ksi #5 Fy 50.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi #6 #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Def! Length/(DL +LL Def!) -0.828 in 1,359.7: 1 366.9: 1 • I Force & Stress Summary • Maximum Max. M + 167 .32 k-ft Max. M- Max. "'1@Left Max. M @ Right Shear·@ Left Shear @ Right Center·Defl. Left Cant Def! Right Gant Def! .... Query Pefl @ 23.07 k 26.31 k -0.828in 0.000.in 9.000 in 0.000 ft DL ...QnlL 45.05· 6.28 7.10 -0.223 0.000 0.000 0.000 Reaction @ Left 23.07 6.28 Reaction @Rt 26.31 7.10 Fa calc'd perEq. E2-1, K*Ur<Cc _ I Beam Passes Table 135.1; Fb r E . F1-1, Fb = 0.66 Fv . Section Properties W18X50 D~pth 17.990 in Weight Width 7.495in I-xx Web Thick 0.355 in 1-yy Flange Thickness 0.570 in S-xx Area 14.70 in2 S-yy <<-These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 167.32 k-ft 23.07 26.31 -0.828 -0.828 0.000 0.000 0.000 0.000 0.000 0.000 23.07 23.07 26.31 26.31 49.93 #/ft 800.00 in4 40.10 in4 88.938 in3 10.700 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 7.377 in 1.652 in 1.940 in I I . ('" ' I I I I I I I I le I I I I I I I le, I .d,.i R2H Engineering, Inc. PROJECT fL of_ E>< fo Ll e, BY SUBJECT F~ooR___ .. B~A M ------ p, r~ JOB NO. 0¢" t' I DATE "v/1 ~ /~ 0 ef SHEET ___ OF __ _ ---ti\, N -$ J h··ee,-K,0111, OV\ Lr-.--e © - k-tv·ww 6) £ ~ l l~l l ' [ r •• r I ~I. { " fi>L 'V p c,f, i l Fpc., r"".., ~ l f ~(. p4 Pl. f I : (f>.O(f"tf:.St) ( L ~:~7f )( 7fy·.=. 2-6.I'> k ~ ( 0./);t' f:::sr) { :: ( O . 0 'f v ,t .1'.f) ( ~ ((t>-1~ ~er )( , '~ t1-. ?. ir' )( 'J..JJ;, ,. ) 2. z. ' +, '!., l," J )l _2.4..r '2. -;,-) +-3:>/ ) (_ -2-t ) 7, 7/').., I:... -- -f'./t'J{::. ::. 3, -:J/2,./:;. 4 ,0 ?' 2.-4-' .., ( 0 -Q 1./ .,_ ~.q .. -) { . z. )(--;:-) ::: /-/ l ·7 t' = 3·, 5" 3 I /c ((h1-i.!>" 1::-tJ) ( .,__ ~" ~, )( 2,4.J -::: z ) I )( i-t) b·t) ( .tf-.1°,8 + ,,.. -: (O~rJ4-z. = 2 ::: (o-1 zs-l': ~~ ) ( 4. "7•-g' 4 ,, ) ~, z ( z. ) = f. o? I /c. ·w !Ix .c-z> o. le. ~ a ~~ 2' 'X = I t. t 7s' I I { . 1< 1· I I I I I I r ·' I~··-·. I I I I I I I Title: Dsgnr: Job# Date: 2:26PM, 11 FEB 04 Description : Rev: 560100 . User: 'KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Description FB2A: Span = 25.3' Scope: Steel Beam Design Page 1 c:lalex hung-i wu\florexpo (040011 )\florexpo. General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W18X50 Center Span Left Cant. Right Cant Lu : Unbraced Length I Point l.oads · Dead Load Live Load . -Short Term Location Summary #1 2.615 7.782 2:000 25.30 ft 0.00 ft 0.00 ft 9.50 ft #2 1.103 3.282 6.375 Pinned-Pinned BmWt. Added to Loat:ls LL & ST Mt Together #3 1.187 3.531 15.875 #4 2.699 8.031 20.508 Using: W18X50 section, Span= 25.30ft, Fy = 50:0ksi End Fixity·= Pinned-Pinned, Lu = 9.50ft, LDF = 1.000 Actual Allowable 205.233 k-ft 27.691 ksi Moment fb. : Bending Stress fb/ Fb Shear · fv : Shear Stres! fv/Fv ·82.020 k-ft 11.067 ksi 0.400: 1 17.277 k 2.705 ksi 0.135 : 1 127.729 k 20.000 ksi Fy Load Duration Factor Elastic Modulus #5 #6 50.00ksi 1.00 29,000.0 ksi #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Def! Length/(DL +LL Defl) -0.412 in 2,564.3: 1 737.5: 1 • I Force & Stress Summary. • Maximum Max. M + 82.02 k-ft Max. M- Max. M@Left Max .. M @ Right Shear@Left Shear@ Right ~enter Defl. Left Cant Deff Right Cant Deff ... Query Defl @ 17.28 k 14.22 k -0.4f2in O.OOOin 0.000 in 0.000ft DL _Q!JJy_ 23.43 4;82 4.05 -0.118 0.000 0.000 0.000 «-These columns are Dead + Live Load placed ai; noted -» LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants ~m ~ 17.28 14.22 -0.412 0.000 0.000 0.000 -0.412 0.000 0.000 0.000 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in Reaction@ Left 17.28 4.82 17.28· 17.28 14.22 k k Reaction@ Rt 14.22 4.05 14.22 Fa calc'd per Eq. E2~2, K*Ur > Cc I Beam, Ma"or Axis, 102,000 *Cb/ F •\5 <= UrT <= 510,000 *Cb/ F Section Properties W18X50 Depth Width Web Thick Flange Thickness Area 17.990'in 7.495in 0.355in 0.570 in 14.70 in2 Weight I-xx 1-yy S-xx S-yy rE .F1-6 49.93 #/ft 800.00 in4 40.10 in4 88.938 in3 10.700 in3 r-xx r-yy Rt 7.377 in 1.652 in 1.940 in [O I I • R2H Engineering, Inc. JOB NO. O/fo 1 I I \ r-,. PROJECT /:-Log c:X f D LL C DATE ~/2 2-/"J,i> of-I I\ -. BY __ _..;... __ SUBJECT _r:_Z __ ()b_R...___/ ___ 3e;.,__'"" ;4-.. /V/-----------SHEET ___ OF --- I I I I I I 1.,, .. (_ .: I I I I I I I .~, I ]r'Y L;M 49 hetoJ~ ·© i ~ W }4-Y2 ~ o./c I I ( 1· I I I I I I 1··· I I I I I· I I Rev: 560100 User: KW-0602897, Ver 5.6.1, 25-0ct-2002 (i:)1983-2002 ENERCALC Engineering Software Description FB3: Span = 20.4' Title: Dsgnr: Description : Scope: Steel Beam Design Job# Date: 3:17PM, 22 JAN 04 Page 1 c:lalex hung-i wu\florexpo (04009)\florexpo.e General Information Calculations are designed ti:> AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W14X22 { T \ Center Span Left Cant. Right Cant Lu : Unbraced Length J Distributed Loads DL LL ST Start Location End Location Summary #1 0.239 0.710 20.400 20.40 ft 0.00 ft O;OO ft 2.00 ft #2 Pinned-Pinned Bm Wt. ~dded to Loads LL & ST Act Together #3 #4 Using: W14X22 section, Span= 20.40ft, Fy = 50.0ksi End Fixity= Pinnl;ld-Pinned, Lu= 2.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb Shear fv : Snear Stress fv/ Fv Actual 50.514 k-ft 20.926 ksi 0.634: 1 9.905 k 3.134 ksi 0.157: 1 Allowable 79.658 k-ft 33.000 ksi 63~204 k 20.000 ksi #5 Fy Load Duration Factor Elastic Modulus #6 50.00ksi 1.00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Def! Length/(DL +LL Def!) -0.656 in 1,388.9 : 1 373.4: 1 ' I Force & Stre~s Summary • Maximum Max. M + 50.51 k-ft Max. M- Max. M@heft Max. M @ Right Shear@Left Shear@ Right Center Def!. Left Cant Defl Right Cant Def! ... Query Def!@ 9.90 k 9.90 k -0.656in O.OOOin 0.000 in 0.000 ft 2.66 2.66 -0.176 0.000 0.000 0.000 Reaction @Left 9.90 2.66 Rec1ctior:i @ Rt 9.90 2.66 Fa calc'd per Eq. E2-1, K*Ur < Cc . I Beam Passes Table 85.1, Fb r E . F1-1, Fb = 0.66 Fy Section Properties _ W14X2~ Depth 13.740in Weight Width 5.000in I-xx Web Thick 0.230in 1-yy Flange Thickness. 0.335in S-xx :Area 6.49in2 S-yy «-These columns are Dead + Live Load placed as noted ->> LL LL+ST LL LL+ST @ Center @ Center @ Cants @ Cants 50.51 k-ft 9.90 9.90 -0.656 -0.656 0.000 0.000 0,000 0.000 0:000 0.000 9.90 9.90 9.90 9.90 22.04 #/ft 199.00 in4 7.00 in4 28.967 in3 2.800 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 5.537 in 1.039 in 1.250 in I 1 ..... . ( I I I 1. I I 1· I I I I I I I Rev: 560100 Us~ KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Description FB3: Span = 20.4' Title: Dsgnr: Description : Scope: Steel Beam Design Job# Date: 3:17PM, 22 JAN 04 Page 1 c:\alex hung-i wulflorexpo (04009)\florexpo.e General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section: W14X26 Center Span' Left Cant. RighfCant Lu : Unbraced Length / Distributed Loads DL LL ST Start Location End Locatio·n . $~mmary . #1 0.239 0.710 20.400 20.40 ft 0.00 ft O.OO·ft 2.00 ft ·#2 Pinned-Pinned Bm Wt. Added 'to Loads LL & ST Act Together #3 #4 Using: W14X26 section, Span= 20.40ft, Fy = 50.0ksi End Fixity = Pinned-Pinned, Lu = 2.00ft, LDF = 1'.000 Actual Allowable .96.873 k-ft 33.000 ksi Moment fb : Bending Stress fb/Fb Shear fv : Shear Stres! fv/Fv 50.726 k-ft 17.280 ksi 0.524: 1 9.946 k 2.804 ksi 0.140: 1 70.941 k 20.000 ksi #5 Fy Load Duration Factor Elastic Modulus #6 50.00ksi 1.00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Deft Length/(DL +LL Defl) -0.535 in 1,683.6 : 1 457.7: 1 { 1 • I Force & Stress Summary • Maximum Max. M + 50.73 k-ft Max. M- Max. M@Left Max. M @ Right Shear@Left Shear @ Right Center Deft. Left Cant Defl Right Cant Deft ... Query Deft@ 9.95 k 9.95 k -0_535,in O.OOOin 0.000 in 0.000 ft -DL __QnJy_ 13.79 2.70 2.70 -0.145 0.000 0.000 0.000 Reaction@ left 9.95 2.70 Reaction @ Rt 9.95 2.70 · Fa calc'd per Etj. E2-1, K*Ur < Cc I Beam Passes Table 85.1, Fb r E . F1-1, Fb = 0,66 Fy · Section Properties W14X26 Depth 13.910 in Weight Width 5.025in I-xx Web Thick 0.255in 1-yy Flange Thickness 0.420 in S-xx Area 7.69in2 S-yy «-These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL +ST @ Center @ Center @ Cants @ Cants ~n ~ 9.95 9.95 -0.535 -0.535 0.000 0.000 0,000 0.000 0.000 0.000 9.95 9.95 9.95 9;95 . 26.12 #/ft 245.00 in4 8.91 in4 35.226 in3 3.546 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 5.644 in 1.076 in 1.280 in I 1,.-· I I .I I I ( I I Ir~, I I I I I I I t~-·-··, ,~) I .d.l.R2H Engineering, Ille. JOB NO. 15-f-C>f ( PROJECT _--'-P-=-L.;;._.o f?.__-_"E-'-x t,__o_~L_L ___ C ____ DATE I I 7,, ~Iv<> o :f: BY __ -'----SUBJECT_-1-f__,l,:;,_:o:......;.o....:..1<-_,=/3...:..b'.-'-'-,;4--'-;vt _____ SHEET ___ OF __ _ FLooR tl7:-A-M -4 ~~w~ ~ g .© @) & 45> ~ J~ ~- 1-l I \Y l l 21 ... 7 1 1 '= o. zz s 1::-/J--t, ) = o. (70 k/J.e () .fa-.. l ~ I I __ _ (··- •• I I I I I I I·. .• I I I I 1· I I Rev: 560100 User: KW-0602897, Ver 5.6.1, 25-0ct-2002 ( c)1983-2002 ENERCALC E_ngineering Software Description FB4: Span = 21. 7' Title: Dsgnr:•. Description : -Scope: Steel Beam Desi~n Job# Date: 1 :28PM, 26 JAN 04 Page 1 c:lalex hung-i wu\llorexpo (04009)\florexpo.e · · General Information Calcuiations·are designed to AISC ~th Edition ASD and 1997 UBC Requirements Steel Section : W14X22 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads DL LL ST Start Location End Location Summary· #1 0.225 0.670 21.700 21,70 ft 0.00 ft 0.00 ft. 2.00 ft #2 Pinned-Pinned Bm Wt. Added to Loads L.L & ST Act Together #3 #4 Using: W14X22 section, Span= 21.70ft, Fy = 50.0ksi- End Fixity= Pinned-Pinned, Lu= 2.00ft, LDF = 1.000 Actual Allowable 79.658 k-ft 33.000 ksi Moment fb : Benc!ing Stress fb/Fb Shear fv : Shear Stres~ fv/Fv 53.978 k-ft 22.362 ksi 0,678: 1 9.950 k . 3.149 ksi 0.157 : 1 63.204 k 20.000 ksi #5 Fy Load Duration Factor Elastic Modulus #6 50.00ksi 1.00 29,000.0ksi #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/{DL +LL Defl) -0.793 in 1,219.3 : 1 328.5: 1 • I Force & Stress Summary • Maximum Max. M + 53.98 k-ft Max. M- Max. M@Left Max. M @ Right Shear@Left Shear @ Right Center Def!. Left Cant Defl Right Cant Defl ... QueryDefl@ 9.95 k 9.95 k -0.793in 0.000in 0.00Q in 0.000 ft Reaction @ Left 9.95 Reaction @ Rt 9.95 Fa calc'd perEq. E:2-1, K*Ur < Cc DL _Qn!Y_ 14.54 2:68 2.68 -0.214 0.000 0.000 0.000 2.68 ,2.68,I I Beam Passes Table85.1, Fb per Eg. F1-1, Fb = 0.66 Fy I Section Properties · w14µ2 Deptli 13.740 in Weight Width 5.000in I-xx Web Thick 0.230in 1-yy Flange Thickness 0.335 in S-xx Area 6.49in2 s~yy «-These columns are Dead + Live Load placed as noted ->> LL LL+ST LL LL+ST @ Center @ Center @ Cants @ Cants ~00 ~ 9.95 9.95 -0.793 -0.793 0.000 0.000 0.000 0:000 0.000 0.000 9.95 .9.95 9.95 9.95 22.04#/ft 199.00 in4 7.00 in4 28.967 in3 2.800 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 5.537 in 1.039 in 1.250 in • I. I ,--···- l I· .. I I I I I I I ···I ( ' I I I I I I I 1® ·I $ R2H Eniiizeering, Inc. PROJECT FLO~-~)(f O L-LC- . BY_~ ___ SUBJECT -plvoJf. J3"bllw4 FlfrD~ /J~A,1/ r ( feNf!.~ ) (>~ f '"i U-~ '4) ! C © &~ /1. f' t fiPL = 2-' ° F Fi Lt.. = ii) • b 1 le -2 ~Ct? "' -::. 7, c.1 1 t: 1 -,= ,:,-, 'Z. f :.i:L~ Co. o 47..-7Jt .. ) ( 'f. ) ctt: s. t>lf') -· o. 2.1, .=- ::: ( I,). ( ,.. > ·o/ .J+.:" ) l 4:-M'6: ) , ! '> '1J. I ) -::: O-G4-I I w • .,i-( C, '-0 t/--cz_ -~( # v ) ( S'. ;t°¥' .. + 0 ·°I I ) -:::: = llv2.(...t., :::. (o•{'?.> /e,/~ "') ( !>-. lr¥-' + "·"') :;; 2. . Ux. Wf 4 x 30 o.fc. JOB NO. d 4.... ~ / / DATE. ______ _ SHEET ___ OF __ _ Left 'r-(f-1:. r:/A o.t~I o, 44-B 1'2-e--c..+-,o~ 1/A:- t(J-£, @ ··P,· I 1 .. - ( I I I I I I I 1·· I I I I I I 1 .... (., ,, t-' 1- Rev: 560100 User: KW-0602897, Ver.5.6.1, 25-0ct-2002 (C)1983:-2002 ENERCALC Engineering Software Description FB5: Span = 13.8' G~neral Information Steel Section : W14X30 Center Span Left Cant. Right Cant Lu : Unbraced Le.ngth I Distributed Loads #1 DL 0.216 LL 0:641 ST Start Location End· Location 8.000 J Point Loads #1 Dead Load 2.600 Live Load 1.070 Shorj:Term Location 15.000 Summary 8.00 ft 0.00 ft 7.00 ft 2.00 ft #2 0.151 0.448 8.000 13.800 #2 Title: Dsgnr: Description : Scope: Steel Beam Design Job# Date: 11 :52AM, 11 FEB 04 Page 1 c:\alex hung-i wulflorexpo (040011 )\florexpo. Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Pinned-Pinned Bm Wt. Added to Loads _ LL & ST Act Together #3 #3 #4 Fy Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,000.0ksi #5 #6 #7 #5 k/ft k/ft k/ft ft ft #6 #7 k k k ft Beam OK Static Load Case Governs Stress Usjng: W14X30 section, Span= 8.00ft, Fy = 50.0ksi, Left Cant.= 0.00ft, Right.Cant.= 7.00ft En<:I Fixity = Pinned-Pinned, Lu = 2.00ft, LDF = 1.000. Moment fb : Bending Stress fb/ Fb Shear · fv : Shear $tres~ fv/Fv Actual 78.502 k-ft 22.401 ksi 0.679: 1 13.317 k 3.564 ksi 0.178: 1 Allowable 115.643 k-ft 33.000 ksi 74.736 k 20.000 ksi Max. Deflection Length/DL Def! Length/(DL +LL Def!) 0.542 in 1,175.9:1 310.2: 1 LI • • I F9rce & S~ress Summary • Maximum Max. M + 78.50 k-ft Max. M- Max. M@Left Max. M @ Right Shear@Left Shear@ Right Center Defl. Left Cant Def! Right Cant Defl ... Query Defl@ 8.83 k 13.32 k 0.063in O.OOOin 0.542 in 0.000 ft DL __QJlli_ -21.48 -21.48 1.70 3.68 0.0.15 0.000 -0.1'43 0.000 Reaction@ Left -8.83 -1.70 Reaction@ Rt 26.72 7.36 Fa calc'd per Eq. E2-1, K*Ur < Cc I Beam Passes Table 85.1, Fb perEq. F1-1, Fb = 0.66 Fy «---These cofutnns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants Q.42 k-ft -21.48 -78.50 k-ft -21.48 0.86 6.23 0.009· 0.009 0.000 0.000 -0.123 -0.123 0;000 0.000 '\ .0.86 0.86 9,92 9.92 -78.50 8.83 13.32 0.063 0.000 -0.542 0.000 -8.83 24.15 k-ft k-ft k k 0.063 in 0.000 in -0.542 in 0.000 in -8.83 k 24.15 k I I ( I I I I ·1 I I I I I I I I I Rev:: 5601 oo . User: J<W-0602897, Ver p.6.1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineerjng'Software Description FB5: Span = 13.8' I Section Properties Depth Width Web Thick Flange Thickness Area W14X30 13.840in 6:730in 0.270in 0.385in 8.85 in2 Title: Dsgnr: Description : Scope: Steel Beam Design Weight I-xx 1-yy S-xx S-yy 30.06#/ft 291.00 in4 19.60 in4 42.052 in3 5.825 in3 r-xx r-yy Rt Job# Date: 11 :52AM, 11 FEB 04 Page 2 c:\alex hung-i wu\florexpo (040011 )\florexpo. 5.734 in 1.488 in 1.740 in • I . I . $. R2H Engineering, Inc. JOB NO. D 1-0 I I (-·-. PROJEcT _n_t:_o_a,·...;_f>TE_~ Y'---\ ...._P_o.:,_· -'->>'--. _L_L_c ___ oATE I I 2 2 / z.-o a 'i I , . sv ___ -,--_ susJECT _____ ~_;..-L_o_o ___ f._'--. 0_&;.,_A-_!vf""'"'. ____ SHEET_-,--_ oF __ _ I I I I I I I(· .. I I I I I I I ' ~ lrt.:~:,,. I -plo()~ /J-Z--A:1-1 . ~ h, 'Iv -f d., -Ve-~J.,-v--.- 8efw~ 4y t. © ..p;. <D> & (y t {/' I -~ { P -=· (u-04? ~.t.t-) ( b' )(~ ·::: 1, J;>l.. -~ r,. LL :: (. 0, I ~ ! r..rf ) ( 6' ) ( lo_ .. _/-· ) ::: r, f, i J ~ '/ ,r 1 zz. gq,, l\~f/ f=:-,1; 3. 9 0 ~f>- f"z_ ! 0 6/ f .f:5'16' 7r r I 1 ... --... ( 1·· I I I I I I 1··" I I I I I I l;;f,, (.·r<~'o\., I¼_~) I Title: Dsgnr: Description : Scope: Job# Date: 8:27AM, 23 JAN 04 Rev: 560100 User: KW-0602897, VerS.6:1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Steel Beam Design Page 1 c:\alex hung-i wu\florexpo (04009)\florexpo.e- Description FB6: Span = 22.896' G~neral Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W14~6 Center Span Left Cant. Right Cant Lu : Unbraced Length I Point Loads Dead Load Live Load Short.Term Location Summary #1 1.311 3.900 6.000 22.90 ft 0.00 ft 0.06 ft 2.00 ft · #2 1.311 3.900 12.000 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 1.190 3.542 18.000 #4 Using: W14X26 section, Spl:!n = 22.90ft, Fy = 50.0ksi End Fixity= Pinned-Pinned,. Lu·= 2.00ft, LDF = 1.000 Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres! fv/Fv / Force & sfress Summary Actual 58.482 k-ft 19.922 ksi 0.604: 1 8.116 k 2.288 ksi 0.114 :·1 Allowable 96.873 k-ft 33.000 ksi 70.941 k 20.000 ksi #5 Fy 50.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #6 #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Deft) -0.738 in 1,355.3: 1 372.2: 1 «-These columns are Dead + Live Load placed as noted ...,» Max. M+ Max. M- Max. M@Left Max. M @ Right Shear@Left Shear@ Right Center Defl. Left Cant Def! Right Cant Deft ... QueryDefl@ Maximum 58.48 k-ft 7.64k 8 .. 12 k -0.738in O.OOOin 0.000 in 0.000 ft DL _Qn!L 15.99 2.14 2.27 -0.203 0.000 0.000 0.000 Reacti.on@ Left 7.64 2.14 Reaction@ Rt 8.12 2.27 Fa calc'd per Eq. E2-1, K*Ur< Cc I Beam Passes TableB5.1, Fb per Eq. F1-1, Fb = 0.66 Fy I Section Properties_ W14X26 Depth 13.910in Weight Width 5.025in I-xx Web Thick 0.255in 1-yy Flange Thickness 0.420 in S-xx Area 7.69in2 S-yy LL LL +ST LL LL+ST @ Center @ Center @ Cants @ Cants 58.48 k-ft 7.64 8.12 -0.738 -0.738 0;000 0,000 0.000 0.000 0.000 0.000 7.64 7.64 8.12 8.12 26.12 #/ft 245.00 in4 8.91 in4 35.226 in3 3.546 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 5.644 in 1.076 in 1.280 in • • I .•.••..•• ·.,\ .. _____ , ........... , ___ -·"· .. ·-· ......... ._,;!;_ .,.-~-~ ........ -~-.... , ......... _. .. , .. : . · .... ·. '· .. ·• .. .. I- I $: R2H Engineering, Inc. JOB NO. o 4 u r I PROJECT -t:-LoR-ri'><fO_ ._ LLC DATE t/1-2-/2-00 ~ 1(· .. BY_.__ ____ --'---"--'--SUBJECT _f-._l_o_o_R ___ 8_E_A-_/vf _______ SHEET ___ OF __ _ -I I I I I I 1r': I I I I I I I f.' \. ,!' '-~----::::.;.: I b e,-n-' te,Vv ~ 2< © © i-0>/41> Jk@ A, 3% I+ 5°,3-J"4' vJDL = (o,u 4-Z... ~rt-) ( ,._ z. ) ::: 0\ 2-f"2--· 1--/k (,.J 1-l ·:. (<J, [-,,,{ ~.rt)( 1-, tr6;5'-fS<j..') =-C,-.. 1 ~ 0 1--/ft ==) -~ \t-1 l-'2.-x. / t I I ( 1· I I I I I I I I I I I f I Rev: 560100 User: KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)1983-2002 ENERCALC. Engineering Software Description FB?: Span= 10.4' TiUe: Dsgnr: Description : Scope: Steel Beam. Design Job# Date: 2:48PM, 26 JAN 04 Page 1 c:lalex hung-i wu\florexpo (04009)\florexpo.e General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section: W12X14 Center Span Left Cant. Right Cant. Lu : Unbraced Length ·I Distribut,d L9ads DL LL st Start Location· End Location Summary :# 1 0.252 0.750 10.400 10.40 ft 0.00 ft 0.00 ft 2.00 ft Pinned-Pinned Bm Wt. Added to Loads LL & st Act Together #3 #4 Using: W12X14 section, Span= 10.40ft, Fy = 50.0ksJ End Fixity = Pinned-Pinned, Lu = 2.00ft, LDF = 1.000 Actual Allowable 40.915 k-ft 33.000 ksi Moment fb : Bending Stress fb/ Fb Shear fv : Shear StresE fv/Fv 13.738 k-ft 11.080 ksi 0.3~6: 1 5.284 k 2.218 ksi 0.111 : 1 47.640 k 20.000 ksi #5 Fy Load Duration Factor Elastic Modulus #6 50.00ksi 1.00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Def! Length/(DL +LL Def!) -0.104 in 4,577.7: 1 1,198.9:1 • I Force & Stress Summary • Maximum Max. !Vi+ 13.74 k-ft Max. M- Max. M@Left Max. M @ Right Shear@ Left Shear@ Right Center Deft. Left Cant Def! Right Cant Deft .•. Query Def!@ 5.28 k 5.28 k -o.104in O.OOOin 0.000 in 0.000 ft DL Only. 3.60 1.38 1.38 -0.027 0.000 0.000 0.000 Reaction @ Left 5.28 1.38 Reaction @ Rt 5.28 1.38 Fa calc'd per Eq. E2-1, K*Ur < Cc IBeam·PassesTableBS.1,Fb erE .F1-1,Fb=0.66Fv · Section Properties W12X14 . Depth 11.910 in Weight Width 3.970in I-xx Web Thick 0.200in 1-yy Flange Thickness 0.225in S-xx Area 4.16 in2 S-yy <<-~ These columns are Dead + Live Load placed as noted ->> LL @Center 13.74 5.28 5.28 -0.104 0.000 0:000 0:000 5.28 5.28 LL+ST @Center -0.104 0.000 0.900 0.000 5.28 5.28 14.13 #/ft 88.60 in4 2.36 in4 14.878 in3 1.189 in3 LL @Cants 0.000 0.000 0.000 0.000 r-xx r-yy Rt LL+ST @Cants k-ft k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 4.615 in 0.753 in 0.950 in I I .,.,.. --~ \ ,,. I I I I· I I I( .. I I I I $.R2H En!fineering, Inc. PROJECT FLD/?E:)<fO <' LLC JOB NO. D ·4··0 I/ DATE I /2 2/~D 4 BY SUBJECT --r:lo DR /J c/4)0 ------SH.EET ___ OF __ _ J,,IA. L~tt e. © b r /,d .,.,.,.., © &. -0>-r, · P, p L, "' (o, 04-i. k:sf) ( 6 1 ; • G" ) ( 10.t' ) ::::. ·\. 3 I I p r ~ ·6' -+ ·b 1 I 3, ef o k__ Fi I., l.,. ::: (Cl-[vr'" ts-}) ( 1 ( /v~4·) ::: 2 !7i. t) L., ~/ ++.JPC' f<:> ,4-f /.IC/ O le.. \ ( u~o 1(-v ~ r J-) ( -·--·-..: )( i: ) -::- ( .2 ~LI, ,,.,. le rt) ( " .. ~ '·.: +4.<Nf') ( 1<> -4') j. 54'2 /c I =(o-\'-'> -" 2-:z ; : ~~ ~ -I, Io ~ , \ ti........ ;z. -8. /'?.k-~ .... ,\. --?b ~)::: -·7, / 3 /c· 1 ' . ' t J \ / f f f4 pL-'= . 7--G e f:::_ .. ·P4 t.t = q,, q .r :/:: -2. 6 t '/:. = 7, -.i,, 7 ·-k. · .. , I =-; UAR-w (.6 x z.6 I I ~: I I I ( 1· I I I I I I I: .. · I I I I I I I . f .. ,,-.,. I ' Rev: 560100 _ User: KW-0602897," Ver 5.6 .. 1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Description FBB: Span = 22.104' General lnform.-tion Steel Section : W16X26 Center Span · Left'Cant. Right Cant Lu : Unbraced Lengt!l I Point Loads Dead Ldad Live Load Short Term Location Summary #1 1.311 3.900 0.500 22.10 ft 0.00 ft 0.00 ft 2.00 ft #2 1.190 3.542 6.500 :rme : Dsgnr: Job# Date: 1 :44PM, 11 FEB 04 Description : Scope: Steel Beam Design Page 1 c:\alex hung.J wulflorexpo (040011 )lflorexpo. Calculations are designed to AISC 9th Edition ASD and 1997 USC Requirements -. Pinned-Pinned Bm Wt. Added to Loads LL ~ ST Act Together #3 -1.700 -7.130 ·11.396 #4 2;680 7.270 16.750 Fy Load Duration Factor Elastic Modulus #5 #6 50.00ksi 1.00 29,000.0 ksi #7 k k k ft Beam OK Static Load Case Governs Stress lJsing: W16X26 section, Span·= 22.10ft, Fy = 50.0ksi End Fixity= Pinned-Pinned, Lu= 2.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb Shear fv : Shear StresE fv/Fv Actual 25.037 k-ft 7;831 ksi 0.237: 1 6.854 k 1.747 ksi 0.087: 1 Allowable 105.513 k-ft 33.000 ksi 78.450 k 20.000 ksi Max. Deflection Length/CL Deft Length/(DL +LL Def!) -0.107 in 4,012.9: 1 2,482.8: 1 • I Force & Stress Summary • Maximum Max. M + 25.04 k-ft Max. M- Max. M@Left Max. ·M @ Right Shear@Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ... Query Defl@ 6.85 k 4.79-k -0.1071n O.OOOin 0:000 in 0.000 ft DL _Qnj}'._ 9.34 2.24 1.82 -0.066 0.000 0.000 0.000 Reaction @ Left 6.85 2.24 Reaction@Rt 4.79 (82 Fa calc'd per Eq. E2-1, K*L/r < Cc _ I Beam Passes Table85.1, Fb per Eq. F1-1, Fb= 0.66 Fy I Section Properties W16X26 -·· Depth 15.690 in Weight Width 5.500in I-xx Web Thick 0.250in 1-yy Flange Thickness 0.345in S-xx Area 7.68-in2 S-yy «-These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST @·Center @ Center @ Cants @ Cants 25.04 k-ft ~a ~ 6.85 4.79 -0.107 -0.107 0.000 0.000 0.000 0.000 0.000 0.000 6.85 6,85 4.79 4.79 26.09#/ft 301.00 in4 9.59 in4 38.368 in3 3.487 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 6.260 in 1.117 in 1.360 in I I I ( .. ,I' I I I I $ R2H Engineering, Inc. JOB NO. D,f o 1 / PROJECT _____.f-:_l_tJ~R_c-___,><-1-/-D __ L-,-L_C. ___ DATE 1/z 3 / o <!-- BY SUBJECT "Fl.o O R. · 13 & A 11./J -----,---- ~~ ©&45> ® ~ ® SHEET ___ OF __ _ I I,() L.L ::; c o . t -i r ~ .t t ) { b r > = o _ 1 r o ·r11-t., I ~ ~)(ir/"1 /Je.,._~ >1-..e.. W/7.-,<lt O·f:. I(·· '··· I I I I I I I F I I 1: ( I I I I I I I I I I I I I ..-·-·. ·ReY. 560100 . User. KW-0602897, Ver5.6.1, 25-0ct-2002 (c)1983-2002.ENERCALC Engineering Software Description FB10: Span= 12' Title: Dsgnr: Descrjption : $cope: Steel Beam Design Job# Date: 1 :59PM, 26 JAN 04 Page c:lalex hung-i wu\florexpo (04009)\florexpo:e General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section: W12X:14 · Center Span Left Cant. Right Cant Lu : Unbraced Length / Distributed Loads #1 DL 0.252 LL 0.750 ST Start Location End Location 12.000 Summary ·12.00 ft 0.00 ft 0.00 ft 2.00"ft #~ Pinned-Pinned Bm Wt. Added to Loads LL&. ST Act Together #3 #4 Using: W12X14 section, Span= 12.00ft,. Fy = 50:0ksi l;:nd Fixity = Pinned~Pinned, Lu = 2.00ft, LDF = 1.000 Moment fb : Bending Stress . fb/ Fb Shear fv : Shear Stres! fvl i=v Actual 18.290 k-ft 14.752 ksi 0.447: 1 6.097 k 2.560 ksi 0.128 : 1 Allowable 40.915 k-ft 33.000 ksi 47.640 k 20.000 ksi #5 Fy Load Duration Factor Elastlc Modulus #6 50.00ksi 1.00 29,000.0ksi #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Deft Length/(DL +LL Deft) -0.185 in 2,979.9: 1 780.5: 1 • I Force & Stress Summary • Maximum Max.. M + 18.29 k-ft Max. M- Max. M@Left Max. M @ Right Shear@Left Sliear@ Right Center Deft. Left Cant Deft Right Cant Deft ... Query Deft@ 6.10k 6.10 k -0.-185in O.OOOin 0.000 in 0.000 ft DL ....Qo.iL 4.79 1.60 1.60 -0.048 0.000 0.000 0.000 Reaction @ Left 6.1 O 1.60 Rea~ion @ Rt 6.1 o 1.60 Fa calc'd per Eq. E2-1, K*Ur < Cc . I Beam Passes Table 85.1, Fb r E . F1-1, Fb = 0.66 Fv Section Properties . W12X14 Depth 11.910in Weight Width 3.970in I-xx Web Thick 0.200in I-yy Flange Thiqkness 0.225in S-xx Area 4.16in2 S-yy «-These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL+ST @ Center @ Center @ Cants @ Cants 18.29 k-ft 6.10 6.10 -0.185. -0.185 0.000 0.000 0.000 0.000 0.000 0.000 6.10 6.10 6.10 6.10 14.13 #/ft 88.60 in4 2.36 in4 14.878 in3 1.189 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 4.615 in 0.753 in 0.950 in I I I //-··. \ . I I I I I ·1 Ir ... I I I I I I -1 le I $. R2H Engineering, Inc. · PROJECT PL o;f E >< ?o LLC JOB NO. 6 ¢. 0 I I DATE l /2-?-/ u rJ 4 1-1 : BY _____ SUBJECT ·pt_oo.Je; /Jt;,4-M SHEET ___ OF __ _ hi\ /: -I.A/ cU V€ e ·h. n- be-/ wee, t,r,,,, <i) 3. {?> @ & ®. i 1 -A -r--· [ [ 1 L 1 z 2, 4' I -•I I 1 \ ( ,-'fr7 + ~-7 7/ ·) ~/ vvpL = O. 04-'2. r.r1 )( 2. : (), .235" /ft ' . , 11 s-4 n + r-. -n/' ) 7 \A/LL ~ ( 0. \"i\ r:' Sf )( Z. -::: D, 0 O tw /77?; i I I ( I'.· I I I I I I 1·· I I I I I· I I f I Rev: 560100 User. KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)19ll3-2002 ENERCALC Engineering Software Description FB11: Span =22.4' General lnform;1tion Steel Section : W14X26 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distributed Loads DL LL ST . Start Location End .Location Summary #1 0.235 0.700 22.400 '22.40 ft 0.00 ft 0.00 ft 2.00 ft #2 Title: Dsgnr: Description : Scope: Steel Beam Design Job# Date: 3:51 PM, 26 JAN 04 Page 1 c:lalex hung-i wu\florexpo (04009)\florexpo.e Calculations are,designed to AISC 9th Edition ASD and 1997 USC Requirements Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 f'.y Load Duration Factor Elastic Modulus #5 #6 50.00ksi 1.00 29,000.0ksi #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Using: W14X26 section, Span= 22.40ft, Fy = 50.0ksi End Fixity = Pinned-Pinned, Lu = 2.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb Shear fv: Shear Stresf fv/Fv Actual 60.281 k-ft 20.535 ksi 0.622: 1 10.765 k 3.035 ksi 0.152 : 1 Allowable 96.873 k-ft 33.000 ksi 70.941 k 20.000 ksi Max. Deflection Length/DL Defl Length/(DL +LL Defl) -0.766 in 1,291.2: 1 350.8: 1 • I Force & Stress Summary I Maximum Max. M + . 60.28 k-ft Max. M- Max. M@Left Max. M @ Right $hear@Left Shear @Right Center Defl. Left Cant'Defl Right Cant Defl ... Query Def!@ 10.76 k 10.76 k -0.766in O.OOOin 0.000 in 0;000 ft DL _Q!JJy_ · 16.38 . 2.92 2.92 -0.208 0.000 0.000 0.000 Reaction@Left 10.76 2.92 Reaction ~ Rt 1 O. 76 . 2.92 Fa calc'd per Eq. E2-1, K*Ur < Cc I Beam Passes Table 85.1, Fb r E . F1-1, Fb = 0.66 Fy Section Properties W14X26 Depth 13.910in Weight Width 5.025in I-xx Web Thick 0.255in 1-yy Flange Thickness 0.420 in S-xx Area 7.69in2 S-yy «-These columns are Dead + Live Load placed as noted ->> LL LL+ST LL LL+ST . @ Center @ Center @ Cants @ Cants m~ ~ 10.76 10.76 0 0.766 -0.766 0.000 0.000 0.00"0 0.000 0.000 0.000 10.76 10.76 10.76 10.76 26.12 #/ft 245,00 in4 8.91 in4 35.226 in3 3.546 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in d.000 in 0.000 in k k 5.644 in 1.076 in 1.280 in I I I( ·I I I ·I I ,,.. ....... I le·-·:. I I I I I I I .a,., I $. R2H Engineering, Inc. · JOB NO. o 4 0 I j PROJECT----'--f_L_D_,_f(_'"E_'t<___.f_· l>__.. _L_l_C ___ DATE I /2 6 / "J 0 " <./- BY -'--....;......:=---~--"---c.--------SHEET ___ OF __ _ SUBJECT. FtQb,e_ ~th/VI . t-L,0 Q~ ~r.-A-tv{ I 2. skew /e:ie---~~-@ har-fw u~ @) &. -0> £ f:z. f3 t 10 ~~© 7'fr7I' j t I 11 -ci-f o' 1, ~I / 6 I t/1 ~ //, ,. ~ ) ) F, PL :: ( o _ 1> 4-i.-K" r f-) ( · ;;l..~ y s ) -:; I, -i ~ f r S~,,,-4-j I f, LL ~' , ~<o-j-i.( ~rf-)( 2-. )( 5 1 :: 3, s-'t 4 !:--4 [ Fz. I) t.. ~ J.. 7 2.-1::- r,_ i.-c = qJ;Jq I= -2.~ 72. ~ == 7 .. z,.7 I=-· ,:. w /2)( {{;, I I I I I I I I 1-- 1 I I I I I I Rev: 560100 User. KW-060289Z, Ver5.6.1,,25-0ct-2002 (c)1983-2D02 ENERCALC Engineering Software Descripti9n -FB12: Spc;1n = 11.6' General lnform~tion_ -Steel Section: W12X16 Center·Span Left Cant. Right Cant Lu : Unbraced Length I Point Loads Dead Load Live Load --Short Term Location Summary #1 1.2d8 3.594 -0.800 11.60 ft 0.80 ft 0.00 ft 2.00 ft #2 2.720 7.270 7.300 Title: Dsgnr: -Description : Scope: Steel Beam Design Job# Date: 1:51PM, 26 JAN 04 Page 1 c:\alex hung-i wu\florexpo (04009)\florexpo.e Calculations are designed to AISC 9th Edition ASD and 1997 USC Requirements Pinned-Pinned Bm Wt. Added to LQads LL & ST Act Together #3 0.874 2.600 11.200 #4 #5 Fy Load Duration Factor Elastic Modulus #6 50.00ksi 1.00 29,000.0 ksi #7 k k k ft Beam OK Static Load Case Governs Stress Using: W12X16 section, Span = 11.6~, Fy = 50.dksi, Left Cant. = 0.80ft, Right Cant. = 0.00ft End Fixity = Pinned-Pinned, Lu = 2.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb Shear fv : Shear Stres~ fv/Fv Actual 27749' k-ft 19.381 ksi 0.587: 1 9.650 k 3.658 ksi 0.183:1 Allowable 47.248 k-ft 33.000 ksi 52.756 k 20.000 ksi Max. Deflection Length/CL Def! Length/(DL +LL Def!) -0.176 in 2,390.5: 1 584.0: 1 • I Force & Stress Sum~ary • Maximum Max. M + 27.75 k-ft Max. M- Max. M@Left Max. M @ Right She_ar @ Left Shear@ Right Center Def!. Left Cant Def! Right Cant Def! ... Query Def!@ 4.81 k 9;65 k -0.176 in 0.033in 0.000 in 0.000 ft DL ...Qn!L 7.46 -0.97 -0.97 1.22 2.56 -0.046 0.008 0.000 0.000 Reaction @ L~ft ~.06 2.44 Reaction @ Rt 9.65 2.56 Fa calc'd per Eq. E2-1, K*Ur< Cc I Beam Passes Table 85.1, Fb rE . F1-1, Fb= 0.66 Fy Section Properties W12X16 Depth 11.990 in Weight Width 3.990in I-xx Web Thick 0:220in 1-YY Flange Thickness 0.265in· S-xx Area 4.71 in2 S-yy «-These columns are Dead + Live Load placed as noted ->> LL LL+ST LL LL +ST @. Center @ Center @ Cants @ Cants 27.75 6.39 k-ft -0.97 -3.85 k-ft -0.97 -3.85 k-ft k-ft 4.0Q 4.81 k 9.65 2.32 k -0.176 -0.176 -0.033 -0.033 in 0.033 0.033 0.002 0.002 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 5.22 5.22 6.28 6.28 k 9.65 9.65 2.32 2.32 k 16:00 #tft r-xx 4.676 in 103.00 ili4 r-yy 0.774 in 2.82 in4 Rt 0.960 in 17.181. in3 1.414 in3 3D I I r-·· I I I I I I I I I I I I I I I f I Title: Dsgnr: Description : Scope: Job# Date: 2:51PM, 26 JAN 04 Rev: 560100 User. KW-0602897, VerS.6:1,.25-0ct-2002 {c)19B3-2002 ENERCALC Engineering Software Steel Beam Design Page 1 c:\alex hung-i wu\florexpo (04009)\fforexpo.e Description FB13~ Span = 14.8' Gener,I lnforrn,tion Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Fy Steel Section: w'12X14 Center Span Pinned-PinnlEld Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,000.0 ksi Left Cant. 14.80 ft 0.00 ft 0.00 ft 2.00 ft Bm Wt. Added to Loads LL & ST Act Together Right Cant Lu : Unbraced Length J Distributed Loads "# 1 0.252 0.750 #2 #3 DL LL st Start Location End Location _Summary 14.800 Using: W12X14 section, Span= 14.80ft, Fy = 50.0ksi End Fixity= Pinned-Pinned, Lu= 2.00ft, LDF = 1.000 Actual Moment fb : Bending Stress fb/Fb Shear fv : Shear Stres! fv/ Fv I Forc;e & Stress Summary Maximum Max. M + · .27.82 k-ft Max. M- Max. M@Left Max. M @ Right Shear@Left Shear @ Righ! Center Defl. Left Cant Deft Right Cant Deft ... QueryDeft@ 7.52k 7.52 k -0.427in O.OOOin 0;000 in 0.000 ft -21.822 ksft 22.439 ksi 0.680: 1 7.519 k 3.157 ksi 0.158 : 1 DL ..QnlL 7.29 1..97 1.97 -0.112 0.000 0.000 0.000 Reaction@ Left 7.52 1.97 Reaction@Rt 7.52 1.97 Fa calc'd per Eq. E2-1, K*Ur < Cc I-Beam Passes Table 85.1, Fb r E . F1-1, Fb = 0;66·Fy Section Properties' _ W12X14 Depth 11.910 in Weight Width 3.970in I-xx Web Thick 0.200 in 1-yy Flange Thickness 0.225in S-xx Area 4.16in2 S-yy #4 Allowable 40.915 k-ft 33.000 ksi 47.640 k 20.000 ksi #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/CL Def! Length/(DL +LL Deft) -0.427 in 1,588.4: 1 416.0: 1 «-These columns are Dead + Live Load placed as noted ->> LL LL+ST LL LL +ST @ Center @ Center @ Cants @ Cants 27.82 k-ft 7.52 7.52 -0.427 -0.427 0.000 0.000 0.000 0.000 0.000 0.000 7.52 7.52 7.52 7.52 14.13 #/ft 88.60 in4 2.36 in4 14.878 in3 1.189 in3 0.000 0.000 0.000 · 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 4.615 in 0.753 in 0.950 in -1 • I I /"··. 1' I I I I I I I( ... I I I I I I I le) I ..di R2H Engineering, Inc. JOB NO. "4-0 I r PROJECT 1--Lo RfX PD l LL DATE \ I 2 b I ioc 4-_....;;....;;....:....=..~-----'--=------- BY..,....,..... _____ SUBJECT .?Loog \i1\.GIV\ 'po:fN~"'-© ~ 4-? ® i <() F; p~ :: {, 3 0 I=-' ft-u. ~ tf r { -~ .. r, i u t ,:, 3~ 1-s 1c-- :f-z pl--:: ( ' q cf" ~ P:z.t-L == 1-r'? le-f .. q'g~:::: S:~~!'~ ., ,, . ~ ., . . . Io. 0 I H, 1-- f • 'I I • I ,o ' ' \,, . . ~ p L,-;:;; ( 0, i> 'f ..,__. fC ~ J )( ?'iq'/ 'v ) = 0 · / ( 1 /c.. f'~ i.. L =-l o . I -i r Jc t t ) ( 3 f~ J '/ i ) =-·.(). S"' 6 ~ le SHEET ___ OF __ _ I I .-·· .. ( \ I I I I I I I ,.--·~, I I· I I I I ·I ,.•,. ~,· I I Rev: 560100· User:·KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)1983a-2002 ENERCALC Engineering'Soflware Descriptjon FB14: Span= 13.8' Title: Dsgnr: Description : Scope: Steel Beam Design Job# Date: 2:41 PM, 26 JAN 04 Page 1 c:lalex·hung-i wulflorexpo (04009)\florexpo.e General Information . Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section: W12X16 Center Span Left Cant. . Right Cant Lu : Unbraced Length I Point Loads Dead Load Live Load .Short Term Location . Summary #1 1.300 3.250 2.500 13.80 ft 0.00 ft 0.00 ft 2.00 ft #2 1.980 5.550 6.000 Pinned-Pinned Bm Wt. Added to Loads LL & ST Act Together #3 0 .. 189 0.563 10.000 #4 Using: W12X16 section, Span= 13.80ft, Fy = 50.0ksi. End Fixity= Pinned-Pinned, Lu= 2.00ft, LDF = 1.000 · Actual Moment fb ·: Bending Stress fb/ Fb Shear fv : Shear Stres~ fv/Fv 33.518 k-ft 23.410 ksi. 0.709: 1 8.299 k 3.146 ksi 0.157 : 1 Allowable 47.248 k-ft 33.000 ksi 52.756 k 20.000 ksi #5 Fy Load Duration Factor Elastic Modulus #6 50.00ksi 1.00 29,000.0ksi #7 k k k ft Beam OK Static Load Case Governs Stress · Max. Deflection Length/DL Deft Length/(DL +LL Defl) -0.331 in 1,805.8 : 1 500.7: 1 • / Force & Stress Summary · • Maximum Max. M + 33.52 k-ft Max. M- Max. M@Left Max. M @ Right · Shear@Left Shear @ Right Center Defl. Left Cant Deft Right Cant Deft ... Query Deft@ 8.30 k 4.75k -0.331 in O.OOOin 0.000 in 0,000 ft DL _Qnjy_ 9.22 2.35 1.34 -0:092 0.000 0.000 0.000 Reaction @ Left 8.30 · 2.35 Reaction@ Rt 4.75 1.34 Fa calc'd per Eq. E2-1, K*Ur < Cc . I Beam Passes Table B5.1, Fb per Eg. F1-1, Fb=0.66Fy I Section Prope~ies W12X16 Depth 11.990 in Weight Width 3.990in I-xx Web Thick 0.220in 1-yy Flange Thickness 0.265in S-xx Area 4.71 in2 S-yy <<-These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 33.52 k-ft 8.30 4.75 -0:331 -0.331 0.000 0.000 0.000 0.000 0.000 0.000 8.30 8.30 4.75 4.75 16.00 #/ft 103.00 in4 2.82 in4 17.181 in3 1.414 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 4.676 in 0.774 in 0.960 in • I I r-·-·. 1·· I I I I I I It· I I 1· I I I I ~~:. .. le ... I dai. R2H Engineering, Inc. PROJECT -pt..oJe..T;~ po L,l--C BY . SUBJECT r( oo /c -8 1-,q M . ------------ JOB NO. 0 4 0 I I DATE r /-,,, 6/4.o o 4- SHEET · OF -- {Pt~-?> © .& (o/ l~l J 1 1 1 1 r 1 1 r i i],, A----'----,---------Y lb r /I I I ; . 1· I I I I I I ' . I~--· '• I I I I I I f-·'"tl "..;: ,. I Rev: 560100 User. KW-0602897; Ver 5.6.1, 25-0ct-20Cl2 (c)1983-2002 ENERCALC Engineering Software Description FB15: Span= 26' General lnform~tion Steel Section: W12X16 Center Span Left Cant. Right Cant Lu.: Unbraced Length l Distributed Loads I DL LL ST Start Location -End Location Summary #1 0.084 0.250 26.000 26.00 ft 0.00 ft 0.00, ft 2.00 ft #2 Title: Dsgnr: Description : Scope: Steel· Beam Design Job# Date: 2:32PM, 26 JAN 04 Page 1 c:\alex hung-i wu\florexpo (04009)\florexpo.e Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Pinned-Pinned ·Bm Wt. Added to Loads LL & ST Act Together #3 #4 Fy Load Duration Factor Elastic Modulus #5 #6 50.00ksi 1.00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Using: W12X16 section, Span= 26.00ft, Fy = 50.0ksi End Fixity = Pinned-Pinned, Lu = 2.00ft, LDF = 1.000 Moment fb : Bending Stress fb/Fb Shear fv : Shear Stres~ fv/Fv Actual 29.575 k-ft 20.656 ksi 0.626: 1 4.550 k 1.725 ksi 0.086: 1 Allowable 47.248 k-ft 33.000 ksi 52.756 k 20.000 ksi Max. Deflection Length/DL Def! Length/(DL +LL Def!) -1.205 in 906.4 : 1 259.0: 1 • I Force & Stress Summary • Maximum Max. M + 29.57 k-ft Max. M- Max. M@Left Ma~. M @ Right Shear@Left Shear @ Right Center Def!. Left Cant Defl Right .Cant Defl ... Query Deft@ 4.55k 4.55 k -1.205.in 0.000.in 0.000 in 0.000 ft DL _QnJL 8.45 1.30 1.30 -0.344 0.000 0.000 0.000 Reaction @ Left 4.55 1.30 Reaction @ Rt 4.55 qo Fa calc'd per Eq. E2-1, K*Ur < Cc I Beam Passes table B5.1, Fb· E . F1-1', Fb·= 0.66 Fy Section Properties W12X_16 Depth 11.990 in Weight Width 3.990in I-xx Web Thick 0.220in I-yy Flange Thickness 0.265in S-xx Area 4.71 in2 S-yy «-These columns are Dead + Live Load placed as noted -» LL LL+ST LL LL+ST @ Center @ Center @ Cants @ Cants 29.57 k-ft 4.55 4.55 -1.205 -1.205 0;000 0.000 0.000 0.000 0.000 0.000 4.55 4.55 4.55 4.55 16.00 #/ft 103.0Q in4 2.82 in4 17.181 in3 1.414 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k ,k 4.676 in 0.774 in 0.960 in I· I I I I I I 1· I .,,, ... , ,· l Ir · · '. ·I I I I I I I ,~/- 1 $. R2H Engineering, Inc. PROJECT Fl OR ~r< f O i-l. C. BY SUBJECT rltJ:I)/< !J~M ----- 01A L.i~ Q) ~-~-® R_ 4}>-r 1 1 1 1 ,~ rll' wDL = (o.'l:.4._ ~s-f-)Cb/z..)'= 0./"),,b fr/..k,. Wp .. = (O~P·! k,t)(G/2-J ~ 0~37S-'YA JOB NO. () 4 O ! I DATE ------ SHEET OF ---- 1 1 J w -})r,,- * I I I I I I I I I I I I I I I .t.~ \ I_.,, I .Rev: 560100 _ User. KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)1983"2002 ENERCALC Engineering Software Oescription. FB16_: Span= 24' Title: Dsgnr: Description : Scope: Steel Beam-Design Job# Date: 3:30PM, 26 JAN 04 Page 1 c:\alex hung-i wu\llorexpo (04009)\llorexpo.e Gener~I Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section: W12X19 Center Span Left Cant. Right Cant Lu : Unbraced Length I Dist:ributed Loads #-1 DL 0.126 LL 0.375 ST Start Location End Location 24.000 Summary 24.00 ft 0.00 ft 0.00 ft 2.00 ft #2 Pinned-Pinned Bm Wt. Added to L9ads LL & ST Act Together #3 #4 Using: W12X19 section, Span= 24.00ft, Fy = 5Q.Oksi End Fixity= Pinned-Pinned, Lu= 2.00ft, LDF = 1.000 Actual Allowable Moment fb : Bending Stress fb/ Fb Shear fv : Shear Stres~ fv/Fv 37.434 k-ft 21.009 ksi 0.637: 1 6.239 k 2.183 ksi 0.109: 1 58. 799· k-ft 33.000 ksi 57.152 k 20.000 ksi #5 Fy Load· Duration Factor Eiastic Modulus #6 50.00ksi 1.00 29,000.0 ksi #7 k/ft k/ft k/ft . ft ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Deft Length/(DL +LL Deft) -1.029 in 1,003.7: 1 279.8: 1 • I Force & Stress Summary • Maximum Max. M + 37.43 k-ft Max. M- Max. M@Left Max. M @Right Shear@Left Shear@ Right Center Defl. Left Cant Defl Right Cant Deft ... Query Defl@ 6.24k 6.24k -1.029 in O.OOOin 0.000 in 0.000 ft DL ..,Qn!L 10.43 1.74 1.74 -0.287 0.000 0.000 0.000 Reaction @ Left 6.24 1. 7 4 Reaction@ Rt 6.24 1.74 Fa calc'd per Eq. E2-1, K*Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1-1, Fb= 0.66 Fy I Section Properties _ W12X19 D!;!ptli 12.16oin Weight Width 4.005in I-xx Web Thick 0.23!? in i-yy Flange Thickness 0.350in S-xx Area 5.57in2 S-yy «-These columns are Dead + Live Load placed as noted -» LL . LL+ST LL LL+ST @ Center @ Center @ Cants @ Cants 37.43 -k-ft 6.24 6.24 -1.029 -1.029 0.000 0.000 0.000 0.000 0.000 0.000 6.24 6.24 6.24 6.24 18.92 #/ft 130.00 in4 3.76 in4 21.382 in3 1.878 in3 0.000 0.000 0.000 0.000 r-xx r-yy Rt k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k 4.831 in 0.822 in 1.000 in • I I 1.,.,.,.,--..,_ \ . 1· I I I I I I I(··. '- I I I I I I I .~; I ~R2H Engineering, Inc. PROJECT f '-0 /( -g,.yp c. L..l-G BY SUBJECT . FL0 0 /: (~ ~..+ M ----- .,;, ·t---vJ dA y-: kiw i~V' ~ g_ 0 · (' "2--4- k {pf pc :_ (o.a 4,_ k.r-J )( 7-~I" )x ( q, s' )/2. -= 1.-L-(o,1-i-.f)t-.sf)(t-8')xc~~s-·')/z-= Lf_t,z. t- JOB NO .. l) 4D/ J' DATE t/Y'7/t>4- SHEET ___ OF __ _ I r 1/A oJ,PI-·.::: ( 0 . 0 q.-1.--!cs t )( r. ft 42..+ 'l 1° 1 J ::: 0, 2-17 [ (o,t-vr: 1=-~t )( 'i->tl// + lf-.10 q_' j .... 0, I., (!, If l</Jt wti..(..,::: ? ~ uJ.._,p v:. ( c>. u 'f"v !r -'·{ ) ( Lr. 7;, j' ) = o.·oc;9 1/ft_ Wz..Lt-= ( <.) • l "i5" 1-: l-y ) ( c/-~:o '1' ) (), 2-9 S'" fc//f_ = I 1· I I I I I I 1--···· I I I I I I I ,, I Title: Dsgnr: Job# Date: 3:52PM, 26 JAN 04 Description : Rev: 560100 U~er: KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Description FB17: Span= 24' Scope: Steel Beam Design Page 1 c:\alex hung-i wu\florexpo (04009)\florexpo.e General Information Calculatlons are designed to AISC 9th Edition ASD and 1997 USC Requirements Steel Section : W16X26 Center Span Left Cant. Right Cant Lu : Unbraced Length I Distribut~d Lo~ds #1 DL 0.217 LL 0.644 ST Start Location End Location 7.800 I Po.int Loads #1 Dead Load 1.556 Live Load 4.632 Short Term L,ocation 7.800 Summary 24.00 ft 0.00 ft 0.00 ft 2.00 ft #2 0,099 0.295 7.800 24.000 #2 Pinned-Pinned Bm Wt. Added to Loads LL ~ ST Act Together #3 #4 #3 #4 Using: W16X26 section, Span= 24.00ft, Fy = 50.0ksi End Fixity= Pinned-Pinned, Lu= 2.00ft, LDF = 1.000 Actual Allowable 105.513 k-ft 33.000 ksi Moment fb : Bending Stress fb/Fb Shear fv : Shear Stres! fv/Fv 68.649 k-ft 21.470 ksi 0.651 : 1 12.269 k 3.128 ksi 0.156 : 1 78.450 k 20.000 k~i Fy Load Duration Factor Elastic Modulus 50.00ksi 1.00 29,000.0 ksi #5 #6 #7 #5 k/ft k/ft k/ft ft ft #6 #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Defl) -0.751 in 1,400.6: 1 383.3: 1 • • I Force & Stress Summary • Maximum Max. M + 68.65 k-ft Max. M- Max. M@Left Max. M @ Right Shear@Left Shear@ Right Center Def!. Left Cant Defl Right Cant Defl ... Query Defl@ 12.27 k 7.64 k -0.751 in , O.OOOin d.000 in 0.000ft DL _Q!l!L 18.51 3.32 2.16 -0.206 0.000 0.000 0.000 Reaction@ Left 12.27 3'.32 Rl;laction@Rt _ 7.64 2.16 Fa calc'd per Eq. E2-1, K*Ur < Cc I Beam Passes Table 85.1, Fb per Eq. F1-1, Fb = 0.66 Fy «-These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST @ Center @ Center @ Cants @ Cants 68.65 k-ft 12.27 7.64 -0.751 -0.751 0.000 0.000 0.000 0.000 0.000 0.000 12.27 12.27 7.64 7.64 0.000 0.000 0.000 0.000 k-ft k-ft k-ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k I I I I. I I I 1··· I I I I I I I t .. ·-:.: . . I·: I Rev: 560100 . User: KW-0602897, Ver 5.6.1, ·25-0ct-2002 (0)1983-2002 ENERCALC Engineering Software Description FB17: $pan= 24' / Section Properties Depth Width Web Thick Flange Thickness Area W16X26 15.690in 5.500in 0.250in 0.345in 7.68 in2 Title: ·Dsgnr: Description : Scope: Steel Beam Design . Weight I-xx 1-yy s~xx S-yy ?6.09 #/ft 301.00 in4 9.59 in4 38.368 in3 3.487 in3 r-xx r-yy Rt Job# Date: 3:52PM, 26 JAN 04 Page 2 c:\alex hung-i wu\florexpo (04009)\florexpo.e 6:260 in 1.117 in 1.360 in • I I ( .. __ I -- 1 I I_ I I I ,~~~-(,_,:,.-. I I I I I I I r"';·, t~>; I ,di R2H Engineering, Inc. PROJECT Flt) )?1=:x·ro . L l. (._ ,. I DATE-~"-'_,-..,_....m_, _-....:_4 __ _ _ .~ ... r .;_ V£J•· JOB NO. c 4!' -:.:~ // BY SUBJECT r:.L dt>/:?. /~: t:·A,-Pv-1 ------'---,-SHEET ___ OF __ _ .,,<,. "H. ·:e:--_ w ~Ye c-f1t:,-,..... b 11 L,J,t a ~ fo e, -I w-e?u-L ,;.,.e-$ -®~~ . ~-c(--A--::. 12..Jc. 7t J :: I 2 /c ~ W I :; X I 'f· ~ ~ ~:" ~\ ~ C t:- L ~ t). f" 3 °/ < / ... 0-A.2....sc. ;..; I -· I I I _,,,_. ... ,. I I I I I. I I I-"· ,. . ~--:. -I I I I I • <. $. R2H Engineering. Inc. P.ROJECf. noR~KPO Ll,C BY ______ SUBJECT C of tA-M.v\ s C-ol\.A'MY\ ~o--r ~r.; 1 Chet~ (o/v-.M,,'\ Co--rc..c ~J..,) ( f llY t;x-rd;~ Colv.h'\1\,>) ~ Loe. .. © --t (£) ,. ?o, i-S JOB NO. 0 4-o I f DATE I I 2--J /-;-,H) tf. SHEET ___ OF __ _ , I f Of~ 4-tf .I I-J ..._ 16~t<...T~vy A,ye.,c._ -=-S-0,5'0X ( 2. . ) :::. 2.·z2z.. 1, D L == o . o Is-/:.s-£-, LL "' o.:.··01 -z l:=-sf-,tf. t./-r r------P,)L .,._ ( o_. v 1-;-/c-r.f-) (12 ti f ii ) ==' "$ 3, 3 ~ . /c ~·/ · 6 r.-, ,_ "~tu;,,,e ..1 erce-.... --J-viei-/v,, p !.,L = { c., • 0 p.. != ~ f ) C -ia l2. rt.. "l ) = ;1-. ~ " . ~ c..... ? ,, I J M.Pt..'t -= ( 6. 01 «. 'b.-f')x ( z,.~-, •·f' )v ['-4; '-4;_ Ji ( 5'/rz.. ) -= fJ. t 3 2. /=-ff t-'1.i,t,x -::· (o-<>t'2 bf-)'t(ir .. ,r')Y.f4f1 -4;"1]l<(5"/12/= O, SOS-f--,fl:.. +6. of }-..1 rn. f =' }v\ LL. 1 = 0 . <--) t-Lo or Loo. J. @ l b, o,. A , ( J cf-' . 7"v-;~:(.l\.t°',VY RY-'2-<1--:::-i,;. :i r_x -:z.-) =. j O ? j)L -::, 0-0 f 7-/:=.s-f LL = 0-/-,_r--t~d- '-'----,.. p~L = ( 0 -0 4 "2 J:;.i f )( 3 o 3 -f-e· ) == I 2, 7 ?J /c- ._,__ __ Pt.l. -::: Co. (2 s:-~rf )( ~ e,' J re) '= ? 7-8 .f t= t:H-tlAh/4. . _,, IL; ~ .2J,2). 2-, )· /, I H PlX -= l u , u lf z I:, sf )x ( 7-. )x { z'" X. C S-/'2-) '!:: 2. , bS 2 . J' I / H LLX = ( tJ ' I z ;-}; f -:f ) X ( 4 ' 5 ~l, \ ;I( ( ; ) X ( > /, 2-) = 7' t 9 / MnL'f = H LL-T = 0 r'Y'~ke s(l,i-e. J o, I< , .. I I .... ( . 1· I I I I I I 1···., I I I I I I I TIUe: Dsgnr: Job# 43 Date: 5:01 PM, 26 JAN 04 Rev: 560100 User: KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Description Existing Column C-1 @ 6-C Description : Scope: Steel Column ·, Page 1 c:\ale)I hung-i wu\florexpo (04009)\florexpo.e General lnformatic;m Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section HSS8X8X5/16 Column Height 30.250 ft End Fixity Pin-Pin -Live & Short Tenn Loads Combined I Loacis _ Axi~I Load .•• Dead l,.oad live Load Short Term Loac;I I Applied Moments X-X Axis Moments AtTOP Between Ends. At BOTTOM .summary 46.06 k 64.55 k k _Q!,,_ 1.00 2.65 Fy . ·Duration Factor Elastic Modulus X-X .Unbraced Y~Y Unbraced 46.00 ksi 1.330 29,000.00 ksi 16.000 ft 16.000 ft Ecc. for X-X Axis Moments · Ecc. for Y-Y Axis Moments -1:L 1.00 7.89 X-X Sidesway : Y-Y Sidesway: Kxx Kyy k-ft k-ft ·k-ft 0.000 in 0.000 in Restrained Restrained 1.000 1.000 Height 16.000 ft Column Design OK Section: HSS8X8X5/16, Height= 30.25ft, Axial Loads: DL = 46.06, LL= 64.55, ST= O.OOk, Ecc. = O.OOOin Unbraced Lengths: X-X = 16.00ft, Y-Y = 16.00ft Combined Stress Ratios AISC Formula H1 -1 AISC Formula H1 -2 AISC Formula H1 -3 Dead 0.2946 0:2296 Live · 0.4666 0.3621 DL+ LL 0.7963 · 0.5917 DL + ST+ (LL if Chosen) 0.5833 0.4449 • • XX Ax_is : Fa calc'd per Eq. E2-1, K*Ur < Cc YY Axis : Fa calc'd per Eq. E2-1, K*Ur < Cc I Stres~es . · . • Allowable & Actual Stresses Fa : Allowable fa: Actual Fb:xx: Allow·[F1-6] Fb:xx: Allow [F1-7] & [F1-8] fb : xx Actual Fb:yy: Allow [F1-6] Fb:yy: Allow [F1-7] & [F1-8] fb : yy Actual I Ana_lysis Values F'ex: Dl,.+LL F'ey: DL+LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X'-X Axis Deflection 39,584 psi 39,584 psi 52,647 psi· 52,647 psi · Dead. 21.07 ksi 5.26 ksi 27.60 ksi 27.60 ksi 1.08 ksi 27:60 ksi 27.60 ksi 0.00 ksi Cm:x DL+LL Live. 21.07 ksi 7.37 ksi 27.60 ksi . 27.60 ksi 2.63 ksi 27.60 ksi 27.60 ksi 0.00 ksi 1.00 Cm:y DL+LL 0.60 Cm:x DL+LL+ST 1.00 Cm:y Dl+LL +ST 0.60 DL+LL DL + Short - 21.07 ksi 12.63 ksi 27.60 ksi 27.60 ksi 3.70 ksi 27.60 ksi 27.60 ksi 0.00 ksi Cb:x DL+LL Cb:y Dl+LL Cb:x DL +LL +ST Cb:y DL +LL +ST 28.02 ksi 12.63 ksi 36.71 ksi 36.71 ksi 3.70 ksi 36.71 ksi 36.71 ksi 0.00 ksi 1.00 1.00 1.00 1.00 -0.151 in at 11.697 ft Max Y-YAxis Deflection O.OOOin at 0.000 ft • I I I I I I I I· I I I I I I I Rev: 560100 User: KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)19B3-2002 ENERCALC Engineering Software Description Existing Column C-1 @ 6-C / Section Properties HSSSXSXS/16 Depth 8.00 in Weight. Width 8.000 in Area Web thick 0.291 ih Rt Flange Thickness 0.291 in Title: Dsgnr: Description : Scope: Steel Column 29.76#/ft 8.76 in2 0.000 in Job# Date: 5:01 PM, 26 JAN 04 Page 2 c:\alex hung-i wu\florexpo (04009)\fforexpo.e I-xx 85.60in4 I-yy 85.60in4 S-xx 21.400in3 S-yy 21.400in3 r-xx 3.126in r-yy 3.126in I I 1 .. --( I I I I I I I ,---··,, I I I I I I ·(·· C I . I Title·: Dsgnr: Description : Scope: Job# Date: 5:02PM, 26 JAN 04 Rev: 560100 User. KW-0602897, VerS.6.1, 25-0ct-2002 (c}1983-2002 ENERCALC Engineering Software Steel Column ·ease Plate c:\Alex Hung-I Wu\FLOREXPO (04009)\florexpo._e Description Existing Base Plate C1 @6-C General Information Calculations are designed toAISC 9th Edition ASD and 1997 UBC Requirements Loads Axial Load X-X.Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness Support Pier Size Pier Length Pier Width I Summary I 110;61 k 0,00 k-ft 15.000 in 15.000 in 1.000 in 15.000 in 15.000 in Concrete Bearing Stress Bearing Stress Ok Actual Bearing Stress 491.6 psi Allow per ACl318-95, A3.1 =·0.3 * f'c * Sqrt(A2/A1) * LDF -1,1~1.o psi Allow per AISC Jg 1,396.5 psi Plate· Bending Stress Actual fb Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable Thickness OK 20,503.0 psi 35,910.0 psi Bolt Tension OK 0.000 k 5.500 k Steel Section Section Length Section Width Flange Thickness Web Thickness Allowable-Stresses Concretefc Base Plate Fy load Duration Factor Anchor Bolt Data Dist from Plate Edge Bolt Count per Side Tension Capacity BoltArea • HSS8x8x5/16 8.000 in a:ooo in 0.291 in 0.291 in 3,000.0 psi 36.00 ksi 1.330 2.000 in 2 5.500 k 0.442 in2 Baseplate OK Full Bearing : No Bolt Tension I 1 .. -- ( 1- I I I I I I I I I I I I 1 ... -... ,. f·,,,_\ ·.· 1~- 1 .. Title: Dsgnr: Description : Scope: Job# Date: 5:05PM, 26 JAN 04 Rev: 560100 ' User: KW-0602897, Ver-5:6.1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Square Footing Design Page 1 c:\alex hung-i wu\florexpo (04009)\florexpo.e Description Existing Footing F-1 @6-C General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension I Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd I Summary I 46.060k 64.550 K- o.oook 4 0.000 psf 150.00 pcf 1.330 8.00 in 20.438 in 0:0033 0.0009 in2 0.0014 % 7.00ft square x 24.0in thick with 10-#5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu :Actual Mn * Phi : Capacity 2,557:35 p~f, 2,000.00 psf 2,557.35 psf 2,660.00 psf 19.93 k-ft / ft 39.86 k-ft/ ft Calculations are designed to ACI 318-95 and 1.997 UBC Requirements Footing Dimension Thickness # of Bars Bar Size RebarC~iver fc Fy Allowable Soil Bearing As to USE per foot of Width Total As Req'd Min Allow % Reinf 7.000 ft 24.00 in 10 5 3.250 3,000.0 psi 60,000.0 psi 2,000.00 psf 0.343 in2 2.403 in2 0.0014 Static Soil Pressure Exceeds Allowa Vu , Actual One-Way 23.72 psi Vn*Phi : Allow One-Way 93.11 psi Vu : Actual Two-Way 74.19 psi Vn*Phi : Allow Two-Way 186.23 psi Alternate Rebar Selections ... 13 #4's 8 #S's 6 #6's .5 #7's 4 #S's 3 #9's 2 # 10's • ( . I~.~-. I 1· I I· I 1: I I(· I I I I I I I .~ I .d:al. R2H Engineering, Inc. JOB NO. o 4"' 1 ( PROJECT pl.OR "EXPO, LLC DATE 1/23 /2004--~---'----+-, --f-,------'--- 47 BY . SUBJECT Co l(AVYIYI ~ SHEET OF -'------"------'='-"'-'"_,..::;.;-~"-'-=-----,--'----------- ,v; bV'-+u-. i--y AY e_,a_ =- l>L = o. 0 4-z... /c~f LL = c> ' l z... f'" · }sf fpl.-:-: (0.042 fs.p( ~ob ,Pt"'-) := ZS-. 4b k' P~L =-tD~1 •s-l-•± )( ~o ~ -{C) -::; 7s. 7S-k ~ b:{ 5 s g»:~:-;·.--¼f' H ,s b "x f/·~ 1/t , .. -.. .._·J I I I I I I I I I I I I I 1 ....... t;::.:·:-, c' 1· I Rev: 560100· User: KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Description New Column C-1 @ 6.5-B.4 Title: Dsgnr: Description : Scope: Steel Column Job# Date: 9:38AM, 19 FEB 04 Page 1 c:lalex hung-i wu\florexpo (040011 )\florexpo. General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section HSS6X6X3/8 Column Height 16.000 ft End Fixity Pin-Pin Live & Short Term Loads Combined J Loads Axial Load ..• Dead Load Live_Load Short Term Load 25.46 k 75.'.?'.5 k k Fy Duration Factor Elastic Modulus X-X Unbraced Y-Y Unbraced 46.00 ksi 1.330 29,000.00 ksi 16.000 ft 16.000 ft Ecc. for X-X Axis Moments Ecc. forY-Y Axis Moments X-X Sidesway : Y-Y Sidesway: · Kxx Kyy 0.000 in 0.000 in Restrained Restrained · 1.000 1.000 Summary Section: HSS6X6X3/8, Height= 16.00ft, Axial Loads: Column Design OK DL = 25.46, LL= 75.75, ST= O.OOk, Ecc. = O.OOOin Unor;:iced Lengths: X-X = 16.00ft, Y-Y = 16.00ft Combined Stress Ratios. AISC Formula H1 -1 AISC Formula H1 -2 AISC Formula H1 -3 1 Dead 0.1934 0.1217 _ Live 0,5754 0.3621 DL+LL 0.7688 0.483~ DL + ST + (LL if Chosen) 0.5781 0.3637 • XX Axis : Fa calc'd per Eq. E2-1, K*L/r < Cc . YY Axis : Fa calc'd per Eq. E2-1. K*Ur < Cc /stresses _ • Allowable & Actual Stress!!$ Fa ; Allowable fa: Actual Fb:xx: Allow [F1-6) • Fb:xx: Allow [F1-7] & [f1-8] fb : xx Actual Fb:yy: Allow [F1-6] Fb:yy: Allow [F1-7] & [F1-8J fb : yy Actual ) Analysis Values F'ex.: DL +LL F'ey: PL+LL F'ex : DL +LL +ST f!ey: DL+LL+ST Max X-X Axis Deflection 21,109 psi 21,109 psi 28,076 psi 28,076 psi O.OOOin I Section Properties HS$6X6X3/8 Depth 6.00 iri Width 6.000 in Wee Thick 0.349-in Flange Thickness 0.349 in Dead Live DL+LL DL + Short 17.37 ksi 3.36 ksi 27.60 ksi 27.60 ksi a.op ksi 27.60 ksi 27.60 ksi 0.00 ksi "$ Cm:x DL+LL Cm:y DL+LL 17.37 ksi 9.99 ksi _27.60 ksi 27.60 ksi 0.00 ksi 27.60 ksi 27.60 ksi 0.00 ksi Cm:x DL +LL +ST Cm:y DL +LL +ST 0.60 0.60 0.60 0:60 at 0.000ft MaxY-Y Axis Deflection Weight 25:75 #/ft Area 7.58 in2 Rt 0.000 in 17.37 ksi 23.10 ksi 13.35 ksi 13.35 ksi 27.60 ksi 36.71 ksi 27.60 ksi 36.71 ksi 0.00 ksi 0.00 ksi 27.60 ksi 36.71 ksi 27.60 ksi 36.71 ksi 0.00 ksi 0.00 ksi Cb:x DL+LL 1.00 Cb:y DL+LL 1.00 Cb:x DL +LL +ST 1.00 Cb:y DL +LL +ST 1.00 O.OOOin at 0.000 ft I-xx 39.50in4 1-yy 39.50in4 S-xx 13.167in3 S-yy 13.167in3 r-xx 2.283in r-yy 2.283in t I • I I I I I I I I I I I I I Ir·~-r··_: ', .~ I Title: Dsgni": Description : Scope: Job# Date: 9:40AM, 19 FEB 04 Rev: 560100 User: KVV-0602897, Ver 5.6.1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Steel Column Base Plate c:\Alex Hung-I Wu\FLOREXPO (040011 )lflorexpo. Description New Base Plate C1 @ 6.5-B.4 Gen_eraJ Information Calculations are cjesigned to AISC 9th Edition ASD and 1997 UBC Requirements Loads Axial Load X-X Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness Support Pier Size Pier Length PjerWidth I. Summary I 101.21 k 0.00 k-ft 12.000 in 12.000 in 1.000 in 12.000 in 12.000 in Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress-702.8 psi Al.low per ACl318-95, A3.1 = 0.3 * f'c * Sqrt(A2/A 1) * LDF Allow per AISC J9 1,197.0 psi 1,396.5 psi Plate Bending Stress Actual fb Thickness OK Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable • 20,546.4 psi 35,910.0 psi Bolt Tension OK • 0.000k 5.500 k Steel Section Section Length Section Width Flange Thickness Web Thickness Allowable Stresses Concrete fc Base Plate Fy Load Duration Factor Anchor Bolt D<Jta · Dist. from Plate Edge Bolt Count per Side Tension Capacity Bolt Area HSS6x6x3/8 6.000 in 6.000 in 0.349 in 0.349 in 3,000.0 psi 36.00 ksi 1.330 2.000 in 2 5.500 k 0.442 in2 Baseplate OK Full Bearing : No Bolt Tension • I 1.-. r I I I I I I I I I I I I I I Title: Dsgnr: Description : Scope: Job# Date: 9:39AM, 12 FEB 04 Rev: 560100 User: KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Square Foo"Qng Design Page 1 c:\alex hung-i wulflorexpo (040011 )lflorexpo. Description New Footing F-1 @6.5-B.4 General Information Dead Load Live Load Short Term Load Seismic.Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load·Duration Factor Column Dimension I. Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf% to Req'd I Summary I 25.460 k 75.750k o.oook 4 O.QOO psf 150.00 pcf" 1.330 8.00.in 26:375 in 0;00~3 0.0006 in2 0.0014 % 8.00ft square x 30.0in thick with 10-#6 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 1,956.41 psf 2,000.00 psf 1,956.41 psf 2,660.00 psf 20.80 k-ft / ft 63.94 k-ft / ft Calculations are designed to ACI 318-95 and 1997 UBC Requirements Footing Dimension Thickness # of Bars Bar Size Rebar Cover f'c Fy Allowable Soil Bearing As to USE; per foot of Width T9tal As Req'd Min Allow % Reinf Vu : Actual One-Way Vn*Phi : Allow One-Way Vu : Actual Two-Way Vf!*Phi : Allow Two-Way Alternate Rebar Selections ... 18 # 4's 12 # 5's ,6_ #7's 5 #8's 9 4 8.000 ft 30.00 in 10 6 3.250 3,000.0 psi 60,000.0 psi 2,000.00 psf 0.443 in2 3.545 in2 0.0014 Footing OK 14.36 psi 93.11 psi 47.60 psi 186.23 psi #S's #9's 3 # 10's • I I ( 1· I I I, I I I lc···- 1 I- I I I, I I .~ I ..$. J?;H Engineering, Inc. JOB No. 04 o I I PROJECT ---'-0_· f;,,,O_f_,,. -r;.'---x-__,_/_') o ___ u_. c ____ DATE t /2-1 I w o c;:. BY--"-----SUBJECT _ __,W~µ./4..._..1. M'-"L.L.kJ...,_,, s==---------SHEET ___ OF __ _ t) Floov L,,~.-@ I b ,..:.. 0 ,,. I A-~-2 S. >5 / 24' 3o 3 ~ ~ Thhl.\,,'1"?.-v:7 :,.• )( _..__:;; 2- DL= o.of2.. 1=~ f- LL-= 0,/7,-f> fa-s-:J, P,L -;.. (O-o(j-7-~rf-)( 3Z>3.,.) = /2, JJ I< J P .. l ~ (sl _ { -...> ]c .r f )f JD } • ) ""'-?7,JJ-k '~ Gl::P'· "i:, ~tJ:.<"g I -----. I I I I I I I I 1··: I I • I I I I -~--t:,· : I I Title: Dsgnr: Description : Scope: Job# Date: 9:49AM, 19 FEB 04 -Rev: 560100 User: KW-0602897,'Ver 5,6.1, 25-0ct-2002 (c)1983'-2002 ENERCALC Engineering Software Steel Column Page 1 c:lalex hung-i wulflorexpo (040011 )\florexpo . Description . New Column C-2 @ 7.5-C General lnforma~ion Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements · Steel Section HSS5X5X5/16 Column Height 16.000 ft End Fixity PincPin Live & Short Term Loads Combined j Loads Axial Load ... DeadLoad li_ve_Lo~d Short Term Load Summ~ry 13.73 k 37.88 k k Fy 'Duration Factor Elastic Modulus X0X Unbraced Y-Y Un.braced· 46.00 ksi 1.330 29,000.00 ksi 16.000 ft 16.000 ft Ecc. for X-X Axis'Moments Ecc. forY-Y Axis Moments X-X Sidesway : Y-Y Sidesway: Kxx Kyy 0.000 in 0_000_.in Restrained Restrained 1.000 1.000 Section :· HS$5X5X5/16, Height = 16.00ft, Axial Loads: DL = 13. 73, LL= 37 .88, ST= Column Design OK 0.00k, Ecc. = 0.000in Unbraced Lengths: X-X = 16.00ft, Y-Y = · 16.00ft · Combined Stress Ratios Dead A!SC Formula H1 -1 0.1840 AISC Formula H1 -2 AISC Formula H1 -3 XX Axis : Fa calc'd per Eq. E2-1, K*Ur < Cc 0;0946 0.5078 0.2609 DL+ LL 0.6918 0.3555 DL + ST+ (LL if Chosen) 0.5202 0.2673 • . YY Axis : Fa calc'd per Eq. E2-1, K*Ur < Cc I Stresses · · • Allowable & Actual Stresses Fa : Allowable fat Actual Fb:xx : Allow [F1-6] Fb:xx: Allow [F1-1] & [F1-8] fb : xx Actual Fb:yy: Allow [F1-6] Fb:yy:: Allow [F1-7] & [F1-8] fb : yy Actual I Analysis Values F'ex, DL+LL F'ey: DL+LL F'ex : DL +LL +ST F'ey : DL +LL +ST 14,632 psi 14,632 psi 19,461 psi 19,461 psi Dead 14.18 ksi 2.61 ksi 27.60 ksi 27.60 ksi 0.00 ksi 27.60 ksi. 27.60 ksi o.oo ksi Live 14.18 ksi 7.20 ksi 27.60 ksi 27.60 ksi 0 •. 00 ksi 27.60 ksi 27.60 ksi 0.00 ksi ,Cm:x DL+LL Cm;y DL+LL Cm:x OL+LL+St 0.60 0.60 0.60 Cm:y DL+LL+ST 0.60 DL+LL DL + Short 14.18 ksi 18.86 ksi 9.81 ksi 9.81 ksi 27.60 ksi 36.71 ksi 127.60 ksi 36.71 ksi • · 0.00 ksi 0.00'ksi 27.60 ksi 36.71 ksi 27.60 ksi 36.71 ksi 0.00 ksi o.oo ksi Cb:x DL+LL 1.00 Cb:y DL+LL 1.00 Cb:x DL +LL +ST 1.00 Cb:y bl +LL +ST 1.00 Max x~x Axis Deflection 0.000 in at 0.000 ft Max Y-Y Axis Deflection Q_000in at 0.000 ft I Section Properties HSS5X5X5/16 Depth 5.00ih Weight 17.87 #/ft I-xx 19.00in4 Width 5.000 in Area 5.26 in2 1-yy 19.00in4 Web Thick 0.291 in Rt 0.000 in S-xx 7.600in3 Flange Thickness 0.291 in S-yy 7.600in3 r-xx 1.901 in r-yy 1.901 in • • I 1 .. -( .. I' I I I I I I I I I I I I TiUe: Dsgnr: Description : Scope: Job# Date: 9:54AM, 19 FEB 04 Rev: 560100 User. KW-0602897, Ver 5.6.1, 25-0ct-2002 (c)1983-:2002 ENERCALC Engineering.Software Steel Column Base Plate c:\Afex Hung-I Wu\FLOREXPO (040011 )\florexpo. Description New Base Plate C2 @ 7 .5-C General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Axial Load X-X Axis Moment Plate Dime11sions Plate Length Plate Width Plate Thickness Support Pier Size Pier Length Pier Width 50.61 k 0.00 k-ft 12.000 in 12.000 in 0.750 in 12.000 in 12.000 in I Sum_mary I • Concrete Bearing Stre~ Bearing Stress OK Actual Bearing Stress 351.5 psi Allow per ACl318-95, A3.1 = 0.3 *f'c* Sqrt(A2/A1}* LDF 1,197.0 psi Allow per AISC J9 Plate-Bending Stress Actual fb Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable 1,396.5 psi Thic.kness OK 22,549.7 psi 35,910.0 psi Bolt Tension OK • 0;000 k 5.500 k Steel Section Section Length Section WidtlJ ·Flange Thickness Web Thickness Allowable Stresses Concrete fc Base Plate Fy Load Duration Factor -Anchor ~oltQ~ Dist. from Plate Edge Bolt Count per Side .. Tension Capacity Bolt Area HSS5x5x5/16 5.000 in 5.000 in 0.291 in 0.291 in 3,000.0 psi 36.00 ksi 1.330 2.000 in 2 5.500 k 0.442 in2 Baseplate OK Full Bearing : No Bolt Tension I I- I I I I I I I I I I I 1 .. { .,\. l ' l~~- 1 Title: Dsgnr: Description : Scope: Job# Date: 5:24PM, 26 JAN 04 Rev: 560100. User: KW--0602897, Ver5.6.1, 25-0ct-2002 (c)1983-2002 ENERCALC Engineering Software Square Footing Design Page 1 c:\alex hung-i wu\florexpo (04009)\florexpo.e Description Existing Footing F-2 @ 7.5-C General Information Dead·Load Live Loacl Short Term Load Seismic Zone Overburden Weight Concrete Weight "LL & ST Loads Combine Load Duration Factor Column Dimension I Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min. Reinf% to Req'd 1. Summary I 12.730 k 37.880k 0.000 k 4 0;000 psf 150.00 pcf 1.330 8.00 in 20.438 in 0,0033 0.0004 in2 0.0014 % 5.50ft square x 24.0in thick with 6-#5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure · ·Mu : Actual Mn * Phi : Capacity 1,973.06 psf 2,000.00 psf 1,973.06 psf 2,660.00 psf 9.16 k-ft / ft 30.60 k-ft I ft Calculations are designed to ACI 318-95 and 1997 UBC Requirements Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing As to USE per foot of Width Total As Req'd Min Allow % Reinf 5.500 ft 24.00 in 6 5 3.250 3,000.0 psi 60,000.0 psi 2,000.00 psf 0.343 in2 1.888 in2 0.0014 Specified Rebar < Min. Required ! Vu : Actual One-Way Vn*Phi : Allow One-Way Vu : Actual Two-Way Vn*Phi : Allow Two-Way Alternate Rebar Selections ... 10 #4's 7 #5's .4 #7's 3 #S's 5 2 9.13 psi 93.11 psi 33.25 psi 186.23 psi #6's #9's 2 . # 10's • I I .$. R2H Engineering, Inc. ,,·· -. PROJECT 'FL-o f2 Gxpe> ( ' I " BY ______ SUBJECT T,;,-o+~ e .. P,..,r~c.i½ I I I I I I le·- I I I I I I -- I le I r ,,_ r ,/ , f) 4 -0 )( 4 -O· X '2 ~ 0 f_ : ( o , o 4-2.. P / A i-)( ~~ 2 r') ( 2.:) = b , :J 1 Jc. Pl.. . ,· ~ e,.fc. JOB NO. o 4 v I I DATE -z-/12,-/ z,--c> t:>4 SHEET ___ OF __ _ ] 7-), l/ /c I I/-·- I I I I I I I Ir~-:- 1 I I I I I I le, I $. R2H Engineering, Inc. JOB NO. 0 '3/-0 I I -PROJECT FL of ~XfO L. LC . . DATE 1 /7--f/ ?Ao 4 OF --- C,,(~ck. , 4--//:tYtJ~le a.;x_"f-c,...,/? S~,,<1 · = o. 0 t/-fc r = !},r)i/-)( ,9-ooo /'/ :::: /6o /H/ n,y TNf-uf fA_~r l-e.g L c-; c 0c t~ G 8i Nl.., \ © ka, 1. ( \,..J -; ol-+k = 2, -3 ¾.'' -=-z , 3 I Zr 1 Tr-ik""-\~")' I.N~~ik == 2, 3 / >r' + ·12.'/ 2. : r. i 12-! ~ F'L-o O~ 'D L =· ( c> • C f?. )• d ) ( I '2' ) ( ~ , 3 11· ! ' ) :: / , I ~ > 5'" k;. fL0DR 1.--L ::: ( o~ 11 { Jc-:{ ) ( ['?/) \ z. 11 ?t") ;;; 3-4-, g-g-)c:. p.e.-v ~·r .,. ; i .t ( f,;,,,.,, +-r of Po,n. I ~ ,.,,, ; d J, ,;;At "f I,~,_, rev~ L 1-'i")' ,, -I~ f' 1 1 r , ) / / A "J ,_ = {o-JJ;'"P Ff:f )(~ (:2.]/':1-§" )( -r"'7" +7·-, r.:, +). '= (.., 't";:, ,::.. -r; -k.1, ~~ al {:J. th"l,0 ~f C-V'; -1,-c,.,Y ~c c.,,--l-/0,_ (c--v· S ),_ -12-v . f .::;: .tJ. g> ~ , f" k +-I . 16 tr != -f. 3, t,tt H _J: .:+ 6 . 1 ft 3 Jc -f ,,, .P. .,_ f ,Re;v-Ae..-~ . /4 ::: (7-, 7/'?f' ',, /7-/ )( r!. ~,, ~ 2 ~:s-: ~7-S ~7, 0-= O. C.e I 1.-·-··-. I I I I I I ( I le I I I ,$_R2H Engineering, Inc. JOB NO. 0 ~ O I/ DATE I/~, 1/,,.otf PROJECT Rof?~x ft> LlC BY _ suBJECT ,/tJe?-~, L(,, t-e-v,J__ A,i J:J~n SHEET ___ OF __ _ J,) Ro.r(_ 4.;-.e~ bov~d:eof :b';J G if IJ_ L~~-S. 43> ~0 & ® ~© "Fl vo-v ~ =:-C ::ts. , >~>< 1 ) x ( 4-f') == I f.14 · -.p;--· J)L-1 2--e;;{ ll-== t-c> r,-z ksf + o./~T ~.sf x zs-p! == O. t> 73 8 kjf To f-J. w e..3 Jv·t--t-"1-1 ~ ::: c~ . 0 7 1. 5 Jc .r f ) ci t!f, 4-1-6 ') = ·" 2-2. ----------- Pt<_l/1 e. t ___ we,; J hf --~-~+-v-,· b_t-d 1--L-;1 ~-1--e-s h..e.."', '.-- ,--:;, f LL 1 r i' I/" _,. :;,)" . :·r Cl! n e 1,a, f /,, = ( i> +-3" + 7 + 1, .f "2-= .,) ::> Yow ~;,rj. / ¼I/.... =: 2 r: .? ) ,.K 7 = I 7 6. 7 s-_., 0;},-1 (!, I n:; c. .1:;, ri..e.!..> -= ! ;{.,, ::: tJ .. 7 o 1 / -( O.JJ ~-1re/ \.;: ,$0,..,l .. .J , ,,. ~-f vib1Af1-~ t,,v.e,'jt, f-"'f !~ M.a. { = ( o, 1 <:. I) /sf)( 3 3,, )(/7 6, 7 s,/) ( tJ -7° CJ" )/ '-- = 'i I I I:=.. I n I I -u z'"J,,~)C ;-t .. 31 r' )+ ( ~1 1 k. X d<f.37.r ') £.?2--~--f" :g./1./:: I r .(.h7-;-~)(1,,(.J.!)t{3//F-)(fJ' )-. ' ~--~-------'----= ~2 b 'Z),-jC-+ $ // fc I I 11"' I I 1, I I I I le·~ I I ·1 I I I I ,c I $. R2H Engineering, Inc. PROJECT rLof?c'><po Ll-C BY ______ SUBJECT Ai{e?". l.c.. t.<2.-,/J_ __ ~~$.'.0 /2 IA. f f0-Jl. /4-n eh<>' 5 Prtfl..~-' /;---1-1.Me 1 ".A. (00 K (" ' ,~) . ' Co, o ) ( 1-6. 1/'J., "J . , H.'1,;-J JOB NO. 0 9: 0 I/ DATE I /;p, ?I~ 4- SHEET ___ OF __ _ { (,_ 0 / FVl'l'A Rift{. -2-D (lfJ!Jr, F-= /OD k A == b./3 7 i11 t! 1-J2. VifiJ,.Jv, £;; /00 ~ J o,;371n =77,o 1/n {¢ 0 ~ µ 2.. W { ~ X S-0 1'14 \ > --'-'------~-'---'--4----C o, / & ) µ~ Q /vi µr_.\ 1' (J/,/7f I /6 ) ~ t 11~ " JJ I '\-/ ~ t¼' ~ \ /J,r "'-~ / ~-II (23.?S, //,} /\lie,~ 1 fyi,M ie·,s11 -2 D f;: I__Q 0 k:- ~ ~ = 0./00,i, @l./2 ~ ,._ '\:; r~;;ckyJe= /00 /::. lo, '\:. IJ. I()· " '-3 I---0· -=-/Oo 0 /VI /0.u<> I~ I $R2H Engineering, Inc. Ir-. . PROJECT FL o g 73x to LL C JOB NO. o 4-o I / DATE 1/1, 1 /,-004· i I BY-'-. -------'---SUBJECT_i-1..;.;ce...;..1-..;...2,, __ La.;....f._l!.M_e>l../4,.._1_1 ----'-A_-.-n_,;;~_.:;...,/;,c...:.l....:;::_i __ SHEET ___ OF __ _ I I I I I I I(· I I I I I I I r I /{, ( 1,-t,/l') X f,,r¾v C ?1 retMI. s h e..a,f ) = 3 ~ o Z, !>II >( 1 6 0 RCR~ --R, ~ '--~ ) 1/;,,, 1/iv-- y;~ I Ir· I I ,- 1 I I I I(·:. ,, . I I I I I I I let I ,di R2H Engineering, Inc. · PROJECT FL of EX/'0 LL c J-c,_f ~~ hrv c.t. o/{ ,l "€-f!A _ @ 2 no( £/ Cnr"V" JOB NO. 0 If o I/ DATE 1/-z.7/7,eof lo SHEET ___ OF __ _ J'e-;s,.-,;·c C,eff''-';,. + = o. /lo x (Jl/~ ~ 3 Be ca.M,,t,€ 1i.z ef(O-Pt' dee/::. V-) 'r761ri ' Bo..se '5~ 1'1/) X -,l:;v V 'K = O • It v X ( ·b ~ ),:,/c ) = / ( 2 I< . Vy -·· ...... -~-... -··· -. ----. -- -v'J('f !':> X -E- I 1--.. I I I I I I I 1··"',_ I I I I I I --?:.: , ... , ~-I ~, I CENTER OF RIGIDITIES x I . ·lad in y dir. Load in X dir. LOC. · BaseVx= BaseV WALU FRAME DIR y y y y y y y y y y y y y y y SUM= LOCATECRx: LOCATECRy: WALU FRAME R Lines 730 Line 5.8 730 Line 8 730 WALLJ FRAME Line A LineC-b1 LineC-b2 0 0 0 ·o 0 0 0 0 0 R 18223 1000 1000 0 0 0 0 0 0 0 0 . BLDG DIMEN. = i u CGx= -Mtymin= -1797.35 Mtxmin= CGy= Mtymax= 1172.052 Mtxmax= ex·= R 20223 1.861 ey= 11.25293 x Ryxx 18432.5 50156.84 129027.5 0 0 0 0 0 0 0 0 0 0 197616.8 Rxxy 874704 0 0 0 0 0 0 0 874704 y bar= 43.25293 x bar = 90.236 X 25.25 68.708 176.75 0 0 0 0 0 0 0 0 dx Rdx Rd"2 R/SumR -64.986 -47439.8 3082922. 0.333333 -21.528 -15715.4 338322 0.333333 86.514 63155.22 5463811 0.333333 -90.236 0 -0 0 -90.236 0 0 0 -90.236 0 0 0 -90.236 0 0 0 -90.236 0 0 0 -90.236 0 0 0 -90:236 0 0 0 -90.236 0 0 ·O -1529.13 5%ex= 8.8375 5%ey= -991.528 cgx= 88.375 cgy= xcr= 90.236 ycr= ex= -1.861 ey= el(min= -10.6985 eymin;;, exmax= 6:9765 eymax= Mtymin= -1797.35 Mtxmin= Mtymax= 1172.052 Mtxmax= 2.4 32 43.25293 -11.2529 -13.6529 -8.85293 -1529.13 -991.528 · V Rd/SumR, Vml min. Vmt max. V + Vmt 56 -0.00364 6.540124 -4.26482 62.54012 56 -0.00121 2.166556 -1.41281 58.16656 56 d.004844 -8.70668 5.677633 61.67763 o o· o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sum= 8885054 168 y <jy Rdy Rd"2 R/S\,JmR V Rd/SumR• Vmt min. Vmt max. V + Vmt 48 4.74707 86505.86 410649.4 0.901103 100.9235 0.006635 -10.1461 -6.57903 94.34448 ,d'- o -43.2529 -43252.9 1870816 0.049449 5.538249 -0.00332 5.073067 3.289514 10.61132 0 -43.2529 -43252.9 1870816 0.049449 5.538249 -0.00332 5.073067 3.289514 10.61132 0 -43.2529 0 0 0 0 0 0 0 0 0 -43.2529 0 0 0 0 0 0 0 0 0 -43.2529 0 0 0 0 0 0 0 0 0 -43.2529 0 0 0 0 0 0 0 0 0 -43.2529 0 0 0 0 0 0 0 0 SumRdy": 4152281 SumRdx": 8885054 Sum Rd"~ 1.3E+o7 b1-- I I (' I _di R2H Engineering, Inc. JOB NO. Ofo t J PROJECT FL of<.~X.f'o DATE ______ _ 1 ·· BY ________ ....__ SUBJECT _____ --,----,---...._~---SHEET ___ OF __ _ I I I I I 1:. le· I I I I I I I .~ I . Cl«_.12.-q~ f f,._c +z,,-,. ~ ~ <-.e.-f fr~. : V ~ ~2,5, -::::: ~-1 , 2..~ t. -· - : i.• 2.. /,O ::) /, f;;:J I 1 .. --( . I I I I I I I 1-·····. :I I I I I I IE~ I I DISTRIBUTION OF FORCES AND OVERTURNING CALCULATIONS 63 SHEARWALL, LINE. A INPUTS TOTAL ROOF V = Kips TOTAL MEZZ V = Kips TOTAL PANEL V= 74.38 Kips . SUMV= 257.01 Ki s Roof Ratio Mezz.·? Mezz Ratio Mezz Roof Shear Dwg. Panel R/ yin Rm/ Shear Shear Wall Panel No. R SumR R SumRm Ki s "Ki s No. 1 4.75 0.178 4.75 0.ta 16.82 29.0 30 ,,,. 2 4.75 0.178 4.75 0.18 16.82 . 29.0 31 / .. 3 5.80 0.218 5.80 0.22 20.54 35.4 32 4 1.73 0.065 1.73 0.06 6.12 10.6 ' 33 ,,,. 5 3.30 0.124 3.30 0.12 11.68. 20.2 34 6 3.3.0 0.124 3.30: 0.12 11.68. 20.2 35 7 3.00 0.1"13 3.00 0.11 10.64 18.4 36 8 0.00 0.000 0:00 0.00 0.00 0.0 0 9 0.00 0.000 0.00 0.00 0.00 0.0 0 10 0.00 .0.000 0.00 0.00 0.00 0.0 0 11 0.00 0.000 0.00 0.00 0.00 0.0 0 .12 0 .. 00 0.000 0.00 0.00 0.00 0.0 0 13 0.00 0.000 0.00 0.00 0.00 0.0 0 14 0.00 0.000 0.00 0.00 0.00 0.0 0 15 0.00 0.000 0.00 0.00 0.00 0.0 0 26.62 1.000 26.62 .. 1.00 IA n t{ovM t-oof j), l. = ( o. 015 /nf )( 34-' ) = t>. 3G 1/:ff , lY1.,fn,,,.,, r/tn>r PL. = ( c>.o <12 .tsj JC (7...' ) -= o. n 4--"/.Ft ri{_Y1 ;r yw, ;-) ....,.... LL = (o . I 2. ) f s.:f-) C I?.. r ) = /. s ~ / .µ_ I PANEL RIGIDITIES b4 Panef Une= 1.--·-( Area Wt h/d Delta R I 1 792.0 84.15 1.25 0.14 · 7.35 A 144:0 15:30 0.25 0.01 111.02 B 24.0 2.55 1.50 0.09 10.79 PanR= 4.747 · C 24.0 2:55 1.50 0.09 10.79 D 144.0 15.30 0.25 0.01 111.02. Pan Area= 600.00 I ·E 24.0 2.55 1.50 0.09 10.79 F 24.0 2.55 1.50 0.09 1'0.79 Pan;Wt= 63.75 G· 0.0 0.00 0.00 0.00 0.00 Pan SelsV 0.0 0.00 0,00 0.00 0.00 I I Area Wt hid Delta R 1 792.0 . 84.15 1.25 0.14 7.35 I A 144.0 15.30 0.25 0.01 111.02 B 24.0 2.55 1.50 0.09 10.79 PanR= 4.747 C 24.0 2.55 1.50 0.09 10.79 D 144.0 15.30 0.25 0.01 111.02 Pan Area= 600.00 E 24.0 2.55 1.50 0.09 10.79 I F 24.0 2.55 1.50 0.09 10.79 Pan Wt= 63.75 G 0.0 0.00 0.00 0.00 0.00 Pan SeisV o.o 0.00 0.00 0.00 0.00 I 1-····, Wt h/d Delta R 1 103.43 1.02 0.09 11.71 .A 28.21 0.31 0.01 90.08 B 3.83 2.25 0.21 4.69 PanR= 5.798 C 3.83 2.25 0.21 4.69 I D 1.91 4.50 1.23 0.81 Pan Area= 798,00 E 0.00 0.00 0.00 0.00 F 0.00 0.00 0.00 0,00 Pan Wt= 84:79 G 0.00 0.00 0.00 0.00 Pan·SeisV 0.00 I 0.00 0.00 0.00 I Wt. h/d Delta R 1 58.73 1.79, 0.33 3.00 I A 10,68 0.36 0.01 75.85 B 1.47 2.61 0:30 3.32 Pan,R= 1.728 C 1.59 2.40 0.25 4.04 D 10.68 0:36 0.01 75.85 Pan Area= 409.35 E 1.47 2.61 0.30 3.32 I F 1.59 2.40 0.25 4:04 Pan Wt= 43.49 G. 0.00 0.00 0.00 0.00 PanSeisV 0.00 0.00 0.00 0.00 I· '@, Wt hid' Delta R 1 68.37 1.54 0.23 4.43 A 12.43 0.31 0.01 89.27 B 1.59 2.40 0.25 4.04 . Pan R= 3.297 I C . 3.19 1:20 0.06 15.95 . D 12.43 0.31 0.01 89.27 Pan Area,. 499.50 E . 1.59' 2,40 0.25 4.04 F 3.19 1.20 0.06 15.95 G 0.00 0.00 0.00 I 0.00 . 0.00 0.00 I l---f I I I I I I I I I I I I 1 .. -.... "f,:_;· ·; \_.,· I I Panel Line= 1· .A B C D E F G 1 A B C D E F .G H Area Wt 643.5 68.37 1·17.0 12.43 15.0 1.59 30.0 3.19 117.0 12.43 15.0 1.59 30.0 3.19 0.0 0.00 0.0 0.00 Area Wt 627.0 66.62 114.0. 12.11 15.0. 1.59 27.0 2.87 114.0 12.:11 15.0 1.59 .27.0 2.87 0.0 ·0.00. o.o 0.00 hid Delta .R 1.54 0.23 4.43 0.31 0:01 89.27 2.40 0.25 , 4.04 Pan R= 3.297 1.20 0.06 15.95 0.31 0.01 89.27 Pan Area= 499.50 2.40 0.25 4.04 1.20 0.06 15.95 .PariWt= 53.07 0.00 0.00 . 0.00 PanSeisV 0.00 0.00. 0.00 hid Delta R 1.58 0.24 4.15 .0.32 0.01 86.84 2.40. 0.25 4.043 PariR= 3.003 1.33 0.075 13.34 0.32 0.012 86.84 Pan Area= 483.00 2.40 0.25 4.043 1.33 0.07 13.343 0.00 0.00 0.00 0.00 I 1.--. ( I I I I I I I I I I I I I I REINFORCED CONCRETE SHEAR WAL Shear Wair Line Panel Number Panel Type· Panel Geometry Hr= PANEL NO. ON DRAWINGS: HA= HB= HC= HD= HE= HF= Depth spandrel top= Depth spandrel bot= Lateral Loads Vr+p Vmezz 1-!mezz L.F.= Gravity Loads w1 w2 w3 P1 P2 P3 P4 PS P6 P7 PS Boundary Check MemberB %Shear fc= fy= P= Agross Pu/Ag Allow Mu= Vu= MuNu*L= 3*1*h*(fc)".5= Pu/Ag+Mu/S MemberC %Shear fc= fy= P= Agross Pu/Ag Allow Mu= Vu= MuNu*L= 3*1*h*(fc)".5= .Pu/Ag+Mu/S MemberE %Shear - fc= fy= P= Agr¢ss Pu/Ag Allow Mu= Vu= MuNu*L= 3*1*h*(fc)".5= Pu/Ag+Mu/S MemberF %Shear fc= fy= P= Agross Pu/Ag Allow Mu= Vu= MuNu*L= 3*1*h*(fc)".5= Pu/Ag+Mu/S · 30.00 6.00 6.00 6.00 6.00 6,00 6:00 17.31 372.00 O.o7 0.40 60.94. 20.31 0.75 70.58 0.32 0.5!) 4.00 60.00 17:31 372.00 0.01 0.40 6Q.94 20.31 ft. ft. ft. ft. ft. ft. ft. ft. ft. 4 kips kips .ft. kif!. kif!. kif!. kips kips kips kips kips kips kips kips ksi ksi kips in"2 ksi ksi k*ft kips <1.0 kips ksi ksi ksi kips in"2 ksi ksi k*ft kips 0.75 <1.0 70.58 kips 0.32 ksi 0.50 4.00 ksi 60.00 ksi 60.48 kips 372.00 in"2 0.228 ksi 0.40 ksi 192.51 k*ft 32.08 kips 1.50 >1.0 70.58 kips 0.48 ksi 0.50 4.00 ksi 60.00 ksi 60.48 kips 372.00 in"2 0.228 ksi 0.40 ksi 192.51 k*ft 32.08 ·kips >-1.0 Ltot=. ·24 LA= 24 LB= 4 LC= 4 LD= 24 LE= 4 LF= 4 Totaloroof+panel Mezz. live load Mezz. load Mezz. load Mezz. load Mezz. Joad' ft. ft. ft. ft. ft. ft. ft. 94 USC 1921.6.5.4 uhfactored Jess than allowable >Vu x1 x2 x3 x1 X2 X3 X4 XS X6 X7 X8 > .05*fc 0.2ksi unfactored less than allowable >Vu > :OS*fc 0.2 ksi unfactored less than allowable >Vu > .05*fc 0.2 ksi unfactored less than allowable 1.50 70.58 0.48 kips >Vu ksi > .05*fc 0.2 ksi Hr/ltot= HA/LA= HB/LB= HC/LC= HD/LD= HE/LE= HF/LF= 24 ft 24 ft 24· ft 0 ft ft ft . 24 ft B 0 ft ft ft 24 ft I 31 1.25 0.25 1.50 1.50 0.25 1.50 1.50· Pg, 1 R= RA= RB= "RC= -RD= RE= RF= left end <=Lw/2 Reveal thk. = 1.000 teff= 0.000 teff= 0.500 teff= 0.500 teff= 0.QOO teff= 0.500 teff= 0.500 teff= incorrect -must be >=Lw/2 right end left end <=Lw/2 incorrect -must be >=Lw/2 right end A I C D MemberF 'b ~ 7.75 7.75 7.75 7.75 7.75 7.75 7.75 I I ___ _ ( I I I I I I I I I I I I I I I Flexu~I Steel Members Include M spandrel Mu span top Mu span·bot Mu net span Mub As min.= Beta1 = 0.75*pb= Asmax= Asreq= b= a= c= (b"2-4*a*c)".5= As1;= As2= MemberC lnclude.M spandrel Mu sparitop Mu span bot Mu net span Muc As min.= Beta1 = 0.75*pb= Asmax= Asreq= b= . a= c= (b"2-4*a*c)".5= As1= As2= MemberE Include ·M.spandrel Mu span Mue As min.= Beta1 = 0.75*pb= Asmax= Asreq= b= a= c= (b"2-4*a*c)".5= As1= As2= MemberF Include M spandrel Mu span Muf As min.= Beta1 = 0.75*pb= Asmax= Asreq= b= a= c= (b"2-4*a*c)".5= As1= As2= Design for Shear Members Acv= Acv*(fc)".5 Vi.I= As min.= Smin= Ut= phi*Vn= MemberC Acv= Acv*(fc)".5 Vu= As min.= Smin= Ut= phi*Vn= MemberE Acv= Panel No. 31 Bl!IIIIBI 0.00 0.00 . !11111111 ii 60.94 0.99 in"2 0.85 0.02 6.36 in"2 0.36 in"2 -64281.60 1911.60 22668.94 62918.90 33.27 in"2 0.36 in"2 0.00 192.51 0.99 in"2 0.85 0.02 6.36 in"2 1,15 in"2 -64281.60 1911.60 71613.24 59871.03 32.47 in"2 1.15 in"2 ~ 0.00 192.51 0.99 0.85 0.02 6.36 1.15 -64281.60 1911.60 71613.24 59871.03 32.47 1.15 Panel No. 297.60 18.82 20.31 0.23 9;60 6.19 in"2 in"2 31 in"2 kips kips in"2/ft. in. 54.27 kips 297.60 18.82 20.31 0.23 9.60 6.19 in"2 kips kips in"2/ft. in. 54.27 kips 297.60 in"2 Pg.2 Use As·= 0.47 in"2. Use.As= 0.47 iri"2 1.15 in"2 Pg. 3 94 UBC 1921.6 Vu>Av*(fc)".5, 1921.6.2 Members FLEXURAL STEEL 2 · #5 bars 2 #6bars 1 #7 bars 1 #8 bars MemberC FLEXURAL STEEL 2 #5 bars 2 #6 bars 1 #7 bars 1 #8 bars MemberE FLEXURAL STEEL 4 #5 bars 3 #6'bars 2 #7 bars 2 #8 bars MemberF FLEXURAL STEEL 4 #5 bars 3 #6 bars 2 #7 bars 2 #8 bars Members SHEAR REINFORCING #3 bars hook bar ends not.a pier two curtains 2#3 bars 10 in o.c. Slab Dowels #4 bars t NA in o.c. MemberC SHEAR REINFORCING #3bars huok bar ends not a pier two curtains 2#3 bars 10 in o.c. Slab Dowels #4 bars < NA in o.c. MemberE SHEAR REINFORCING ·0£ Ott.. I 1 __ (_ I I I I I I I 1····- I I I I I I I Acv*(fc}".5 Vu= Asmin.= ~ , Smin= Ut= phi*Vn= MemberF Acv= Acv*(fc}".5 Vu= As min.= Smin= Ut= phi*Vn= Holdown Steel C.G.,left= C.G. right= 1.4*Mot= .9*Mr left= .9*Mrright= Pu left= Pu right= Spandrel Steel Spandral.B-C top Flexural Steel Spandrel depth Spandrel span 18.82 kips 32.08 kips (l.~3 in"2/ft. 9.60 in. 6.19 54.27 kips 297.60 in"2 18.82 kips 32.08 kips 0.23 i!Y'2/ft. 9.60 in. 6.19 54.27 kips 12.00 ft. 12.00 ft. 1595.4 7 k*ft 917.63 k*ft 917.63 k*ft 35.30 kips 35.90 kips 8 ft. 16 ft. Pinned Ends Spand~I design assumes Muspandrel .c.~ k*ft -· 76.S-in. Assumed d= As-min.= Beta1 = 0.75*pb= Asmax= Asreq= b= a= c= (b"2-4*a*c)".5= As1= As2= Spandral E-F (BOT) Flexural Steel Spandrel depth Spandrel span Spandral design-assumes Mu spandrel Ass1.imed d= As min.= Beta1 =· 0.75!pb= Asmax= Asreq= b= a= c= (b"2-4*a*c}".5= As1= As2= Shear Steel B-C (TOP) Mu left= Mu right= Vleft= Vright = Vu= phi*Vc/2= Acv= Acv*(fc}".5 = Shear Steel E-F (BOT) Mu left= · Mu right= VJeft= Vright= Vu=· phi*Vc/2= Acv= Acv*(fc}".5 = ,1 ·, , ...... ··\..-_j 1.98 in"2 Q.85 0.02 12.73 in"2 0.52 in"2 -128563.20 1911.60 66186.99 126579.64 66.74 in"2 0.52 in"2 10 ft. 16 ft. P~i$s k*ft ,~--in. 2.48 in"2 0.85 0,02 15.9.1 in"2 o.89 in"2 -160704.00 ~911.60 142196.22 157284.73 83.17 in"2 0.89 in"2 177.92 k*ft 177.92 k*ft 17.79 kips 17.79 kips 17.79 kips 22.59 kips 595.20 in"2 37.64 kips 382.25 k*ft 382.25 k*ft 38.22 kips 38.22 kips 38.22 kips 28.23 kips 744.00 in"2 47.05 kips #3 bars · hook bar ends Vu>Av*(fc}".5, 1921.6.2 hot a pier -two curtains 2#3 bars ~o in o.c. Slab Dowels #4 bars< 9 ino.c. Member·F SHEAR REINFORCING #3 bars hook oar ends Vu>Av*(fc)".5, 1921.6.2 not a pier two curtains 2#3 bars 10 in o.c. SlabOqwels #4 bars< 9 ino.c. Holdown Steel Mot= .85*Mr left = .85*Mr right = uplift@left= uplift @ right = 1139.62 Left 866:653 866.653 yes yes '-',c._--'-==-----=-=c-=:...... 0.8 X depth of spandrel UseAs= 0.69 in"2 0.8 X depth of spand~I UseAs=. 1.19 in"2· ~~ tle~T PAeqe-foA.. ~ • lfJ UEd <>4= 1-foc..OOWJJS. Shear Steel B-C TOP Shear steel #5 bars one curtain #5 bars 18 in o.c. phi*Vn= 92.33 kips phi * Vc=45.1725 kips Shear Steel E-F BOT Shear steel #5 bars one curtain #5 bars 18 in o.c. phi*Vn= 115.41 kips phi'* Ve= 56.4656 kip~ f.s'' H IMI,(-::: I 77~°!2 ~-ft lo~ 7y,J-;_1~r]4 _ h~/ -t-= ,~.!;''' cl ,e !l-12.-/J.~'=f2, ,o ·14•1 I) ,, 14 <> 9 ;" As+t.1 o, .,4-H b o i ~=..:...i.:~:.-~------- (J. f1 f( ~ (o.ir)( 4-)(ts) ~ 2 ,r-"7,, tvli,:: cf,Asf;,,( J-¾J . :,o.i.r((,i4-){ho)(i2-s-2 .• r1/z1),. I = 4-2-J t--jt > 177, 9z &-ff o. t- I ., "'?€1:f H.A,.£1:> CA,\.,C... 0-N PA.C-e~ AF',~ N~J ~ I!:> O, k. , ~tJ l-l'-J-=- 1 ·--. I I, ........ I '\ ~R2H Engineering; bu;: ; . JOB NO. 04.oll . PROJECT _J....fi:__;,. ~~-.;:;;-g_.;xf~o----'. -=-----------DATE 2.. / 2-i ,704 1· ? BY _________ SU8JECT· __ ·_· ___________ SHEET ___ . OF __ _ ... _ --... _ .. _ .. . . • t •• I . . . ! ~ ~ e:G1t:i~ ~~e-e:.-J ~Ls. ~ "-3,I ·IN L1e:1 · ot='_-·,t(oi.i.owt.J ~.s 1· ·'le. .,,.. . . //¥/,~ -,.8(,p(p.~ . G8o·)( 24.0' )_°(J..f-1. -- I I '\ \ I . . II . . . . Usts A.~..,...M I, e-01 .,._4~,, cy/ /p. E"Oc:.e .Dl$~oe:' .. . . r.. ~ tic;. r. . . .·' Vo.Jt~--. · ·= ( o.~, )( t. o t ·s.2-,-'= 1(,.1~): 4.rsLt. ~et.· ,;,.,1eH~. fa.~" -' . . -:2~-"' t.:c, ~ E'DC;... ~ I ~--· 'I I I fJ---~ 101• .. ,. "'-o I a ·• tt'Z. -0 · . I -?. . · "2 . ~ z. t. > --. 0 -~ -¥-'Z.. :::-os) +-C~ f + c~·) "*" c;.. s J -+(-'9] -tt-15) • o: IJ . ~ IC1>10 .~.)' i. .: b3.0 : .a. . k-·= ( /0.R'Rlc r ,.z.,$"), ~ .. 0~20~'_-~/t,;. . . i~ii~l )q ,~z: (p ,e • .,, .. °?~D 1-tilu:$. ··-., .... ..c'l c. jO,lp tc --1·7 le . <A 'Y I -t,;,, . : , I. G:. . I NA/f.· 4" ;, b ~ ( ;, i~~ 'Q( rs~ r= . '3;;3 ,._ I , . t·1A 'K.· ~'S~T~T :"= {s,o, z. + ,,-/o 2. 1 == I I I .. ~. IE ' ~ I ·I 1,.····. ( I I I I I 1· I lr----- 1 I I I I I I le 1· $. R2HEngineering, Inc. JOB NO. o¾tt PROJECT ~H..::c.l-0/5.=x.....:...&Jr=. __,~---"--------"-----DATE 2/ f /o 4 BY ______ SUBJECT PA-rJe1-?/ · CoNr'p SHEET OF ------ C4.c..c '.SHeM. -sT'f<e,S ANO c.A.f''f'. 1JJ · -zt,.Je Ft...t< L1AJrEL-qc . flAt,1-t!iL-:> 1 • \) I«. -= 'Zt:r,o '.e/ 2 t.6c;S -=-14,'5 r....e'A # Vz. = H •• a1•/ 2... t.ei::;s = a,+~ ai4. u..,lc,·,, 14..S CAc,.t.vLATa <;KeA,Q. Due:~ I I ----- "' ~1 :.. ---,~ ·-" ;.,.$~, I '\O I, , (?{AV171 t.oACS A:r ~, .s,r~ <# ---------. \ -F~l'-t A\~ or 1..tNT1:il.-: ..p W 0'= (to')(. ,a,~ y,,~J t~z.'f042) · k/ ·u~ = (,fi7 ~, ~1-I . r ' I., ZZR't .... --- q::,. oz'}(, ,~s),:::: /,$"o V, I I(:, I 4 I . 4-,_ ,,, ; ,, r ( ,, Bu, AT j)!S.TA.Na cl : V '-<-:. ( ~I -· ~-7' X 4 ·1> kef ) = · ,_ 7 · I 1, $ < <:p :;?> ~ le '/'.s 11-teA.f?: ~ t>l!!£$t(J{ >k~ oF-' G,NT"ER-, VuE: ~ ~E'lfl-f IC:... t..oA,,? 4/tlt.'f, '1u,· d~e. ~ :,Gt.S~ C:: {zft-1.sl.. )( ,, : lo'· ) + tzz,.,~)( ". '.+ ~ 'n /(1ts,'-4-4') -= '?'-, 5k ·,Ac.v =-. (Jo'r 1z. "'1 )( "1.7S '<) =. . q.30 1~ L -t-1c-.. :a.. 4,o k..,,' Ac." .r-t,c-., :;:: ( c,~0,;. i. ) ( J +r:o:::,,, /1000. ) = 58.b k. > "''"' A$,. 2: (c,.c»z.,) ( r,-rJJ·'Jr 1'1-It ) = 0.'2.32:5 r~ Y~ I =#??ei4-~o,c., C1-t) : (o•~t)1i~'Z.J(r2..."/,4-") ==-<>,2.to.>,;2..-/14 I . $ R 2H Engineering, Inc. JOB NO. o4o 11 I_ .... -PROJECT Ft.o~e)(~ DATE · '714 /o4--( . . ___:.. __ ---<....!~~~------- I I I I I. I I Ii···_ ..... I I I I I I I .,: I BY_~---'---'--'--SUBJECT 'PANEL 3o 1.'3 J SHEET ___ OF __ _ ~\} = 4St8't k -0120~ ~(,'344 }(4.i;,&-z.·1cJ-=-1r.ak.. V '2,/,JIJ + Pt.L = 44> 8 t.. 4. -IS,'?, le. .:: '),(\ , o-£ ~ Md,. = (/'>,$ 1 l °!,(). "'1S'1 )-t-( ,f).~ 1t J( l(a,o' ) -C/(,,S, 9 'IC· r L,.,. 0:.. "3o,;; ' ,..0 ' V . M"" c:. ( c.~~ +,$"of. )( z.4-)1/z +( b~·b" K ~I} = I 014-,4 '~ • M~, -• &S 1-f,q, =-96$/t ~-·-(o,s$ )( l014,4~ ) =-~,4~ le. ~,e,L (o.e)(z..4') ~ A L,.l.,ow.d4.i..e .sr,t E~ t..eva 1.. I 1- 'd c,llll!AWN!fMI•. 'ltteN'ti-~l·Ulle f \9NA11! ~,,. lfl'ON'ffl!lt r1A·ao I • t --- --------- PLAN Vfc~ .... l'-<1' ..... ,•4 ~r-·-: ~--! I l,r:. I I I 1· I I I -1·· 1r. ;' I I I I I 1. •e:; I I . !::!· --II . '° 0 _1 N 7 II 0 0 ~-- 0 REPAIR. DETAIL I"= l'-0" II II II II II II II ·fl II II II ©) @ --@ 0 2 RO~ (12 TOTAL) S/4114' A901 TH~ ROD IN SIMPSON 'SET' EPOXY . I.C.S.O. #ER.-5.21-=! SPEC INSF ·REG'D ISJi6xl 1/.2 HORIZ SLOTTE.D HOLES ONE SIDE OF FLA TE PANEL JOINT )~"1 l"'f REPAIR CONNECTOR BET~EEN PANELS Al--$~ OF BUILDING ~~I . 'C" DESC.R.lFTION: R2H ENGINEERING, tNC . . CON$1JL. TIN6 STRUGTUAAL EN61N~ 11150 VIA 1'E1. GAMPO, 51.JITE: S06 SAN DIE60, GA '1.21:21 PHONE (l!J5a) 6ia-E>416 FAX (as&) 6ia-~41e 'JOB #:~;ii 42 NAME: M(;MAHQN 05).4- C.HECKED SY, KA6 SHEET #, C,-L-06. P~N.BY, JGS REPAIR DETAIL IN LIEU OF 14/SD2 I ,4 $10.s Engineering, Inc. JOB NO, 0 Cf O / I l(S PROJECT FLO/?bXfO .LLC DATE_=1/=z=;-1--'--1-l_-~..;_-_o=f===== 1 BY_-'--____ SUBJECT 13r~u 'Fnui..J.. D,~~ul)·/Ar-da.{j<:SHEET __ I __ OF __ _ I I I I I I le·· I I I I I I I ,c- l l\: ,o..;, ,. C',. "" !, I ~.oo ~ . -½ "'t:, ~ J.. ··' '\; ~ ltc,i .}; '• .. , • l .!/. / I ,, -F W111. " ( o. 04,. bl )( (,~ f· ), b•t/z t,,. "If/, z_ ..,_ r ,ft lf '°•L' t•'.'42 \c,i X 1/<)' ,,1,G "J fl 1 .1. f) ( b +·,?. --6 i t)/2 =. o· .. .1_.'fl 2-~ /,, II , '/ i w.t-L·::::. \"· 2-'" f"-s--. • • 12 /dt I wLv(c.11-rhJ)Co 'l-):::0,1,1~~ ! \__ f::l ~ co,ofi.Xcf)( ZS";>(',tu~ t6,1f2-')/2. -=: Zf-4 /c-1':"'r11~-=-2-1,4/2.::: fO,~ K I L rL.~ .. · o., ?-{ k::;+')< .,-r. -vs '> f iq,'+ -r~ -"2 ' > /2 t: , ~. g-~ :, PL,~ -;, 6 7. i r" :: ?,I-9 ,, I , p,:~ :'= (o.oq,i.. tc,f)(.·1,,r.1-r")(t£.,£1z.'-t1-rcf')j~ = f 2-7 fc.1'1 rp:::: 11..,t/2. =./i,IJ. le. p :c = L • · < vJ i:,t)l re .n( lH,: ~ Ht' lh " '7, 1 /c ii F,~ , ;1,1-1 1/,.._ = It.~ I< \ t.J ,,: I ; ...... .,,,. • t I I ! f ~c.fw' /. r fM 6r"-u f'Y\hv\1k.s. A ~ o,-nn ~ t---1-, dl""'J1...- I " . $. R 2H Engineering, Inc. JOB NO. o 4-0 1; I ( ~, PROJECT --:,;_F_L_Da..._R_.c;..t_>< _ _p_;;;;o'---'--=L""-L_C__;.. ___ DATE 1/:J,1 / wl) q.. 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JOB NO. o '7-0 / / PROJECT _..:,;z::;_t ___ c_·R_-_&_><_p_D __ L-_l_C __ -~-DATE z/11 / i7f: BY---'-_...___ ___ SUBJECT Btacg_, fh,v1,.12. ec;,h ~ cha-x Ve--c?b-SHEET ___ OF __ _ ~- isk ... .>( Z-8 It '--or/ ii ~ [.6 3 ~ ~ .,p ..fvv ve,....-r -K Loo-.tl.. l h'.-5 ,, l-~ IJ 1 'V~~: l @ ~ I Ii h/Ud ~, u -~/I"' . Re7':/ t.J(J,/d i~~M ret~>;le. c(',r&t(i-f.a :: (t;o /cs;)( c(') ( 1/z''):::: l 2-'( k,r5 )> 2/f ~s a~ fl, 1· I I I I I I I I I( I _,,,,.. '• 1· I I I I I 1GD I $ R2H Engineering, Inc. JOB NO. 0'4o ti PROJECT __._M-=L.c=o.:...,.~-=-'6_.;_;Kf'-e--'-, --'----'----DATE 2 / 5 /04 SUBJECT SHEET OF ------'-------------,----------------BY· 1 r 1 l8Z ~ Mo...., erJT AT To P C)f::: y":}fJ rJ E.C T1 .::,·~ Pf.. krrE ,, Co,-J JJ r-o B e7 ·' I ,._, r ¼ .. M -(13-z. k )( l~ Ii J. -(182. '-)( 11 M ) = l4~ "1.., V -= 1 a·2. 1c P, , fxt~ le , / -a,'st..i. I<;/ V l.i ('2 )( 34 M )(. ")l·:Z~ ) ' . \ 'Z.. "'} slt'C~ :. .(?1,_z5 }( 'Z-: )( $_4 J /(.,, -=-/2o,4-th U?e s~ '( 'THra<-PE f\. = V I( , /4 5/D I«, I ' ! ___ __:_,_ =-J'2... 0 o/ '<">/ ·. : /"2o,4-,;. 1 Ji B.St-) Z.-* ( tz,o' l"' I = Jt8 f ),~i <: (a ~ K o.'1 )(,o k,, y,. 1} . '-. is,o ,s,' I I .,. ... ' ( $. R2H Engineering, Inc. PROJECT fl 6 R. cX{' '{) l-L C. i-0 JOB NO. t) ~ {> I I DATE ";).,-/ I' 0, Ii,,.:::. t::> SL, 1· BY ____ ~_SUBJECT Bnu furN?---~~ ~~SHEET ___ OF __ _ I I I ---... f \ .. ,.__ __________ I ~ I I I ,De:f~,\ @ It I / ~ ( Y4-r 1/l/tvfj ri~e :::;. I ' /<~'/ t,J e,,-(c:I.. la--,,y-/1.., I , I ti I W,2-{ 0 6 C, fe=-t/,. JI -= .75 -(a.Cf~ )(4) {z)(l.1) 1/,v, I I I i (~ tr/') "2--7;-k> p\L,~\\ @ s Cl~ ~ Th C,'4?, ; """ o~·. br-tA.c."-fi,--cr, ""~-s @ l\4£.~so~ bol't. ~ rltt+a. fr:I.,. ~,s...c2. .. (4v i).sz-4-:\ ·~ I I le; I I I ' ... ~ . I ' I I I I I I I It·· I I I I I I I l(S I $. RJH Engineering, Inc. PROJECT FLO f &X f D BY _ ___; ____ SUBJECT /_"'1e+-c~f hA05;; /_ l C. JOB NO. o ¢ o I / DATE //4. r /2004 SHEET ___ OF __ _ R t70 r 1t. r ~4. ~ , : /cbiret1 bt> w Yria.t!. b1 c., r; ~r oZ ~f'\.Q s (p & <fy/@ i © /01 ,- 2.. I , '-' ~ 1 Lt----' -·-. ···---------A' ,"{ . ~,3. ~ I , f r::::_ . ...,, " "··· rt:\. ·r·,; lj ·1 ~ -'. ,.._\A_ I,· IA " ~ I .,... '-"" ,::) • ...I:'., ......,l t7 1,/ •,,.-.,. -~~ A ~ ( i 3. ', )( 4.J' I) + ( 2 I. {:. ,. ) (IO~ ) -(2~"xz.1')-+·(5'.{'xzr) -= l '+ -1 .) f(1, o. ti [ 0,01-, hf-+ 1>.125 hf""· z) ]x ( r'l-7> /t,' y; = '!, ~ .k I i;: (•,., ' / .. ~ . , /' i i' l'a k I I --. I I I I I I I ( .. : .. I\< . I I I I I I I ,c.: I $, f0.H Engineering; Inc. JOB NO. o 1/-o I I PROJECT __ R_L_o;.._R_E_X_,f_O_· __ L_L_C ___ DATE V2-1(voo4 - BY-------------'_ SLJBJf=CT B0tu_ n-,,,,..,., ,? e,•:n;_"' ,1,A,-.4 ,t.:3. SHEET ___ OF --- L~ i~~ k,kJt1, t:--vJ ~VecTJ~ I;-. 31 ,,.-...77 I ~ I ~--~--··-·---··---r U ~ fa e,-hrv uf.. L ,._f -,,J Lo ,uA.. : 5-'? /6 f7.1 /b Pj YI ,' + --e. e. .,._ -r -fr-(.,JI... • f = I),/ /'G x. ( o. o4z.. f.s:f--,. o. l~r /c.s.f x,, rj) (E4f'-241 J )( ( ~;/')] . P'--+ a.r;( t-t. ·_ I I;· 1_ I I I I I I le·- I I I I I I I le I $ R2H Engineering, Inc. . PROJECT "fLu(?_ ;.-x_t 0 JOB NO. 0 4-c> / I DATE 2.-/1 t /0 4 sv . suBJEcT c,~~~~t et e-.te. 1); tv\tNI~. ~ SHEET / OF __ _ &l. ~ a~ ~ l . I x. I/ 1 {Z Cclz.) I, 1 w [4,< 34- 4o" 24-" I I,,,. I I I I I I I I( '<. I I I I I· I I ,o I ~ R2H Engineering, Inc. JOB NO. 0 4-o t'J PROJECT--'--Fl...;_o.;_aR..;...__~...:.....XCL..P_O __ __. ___ DATE. ,_/, f / 0 <:f- SHEET 2. OF ---sv _____ susJECT G:it>-n~.:t ffo.4sz. ~-~ ·.@ .. ,, -t 2 ck,)- ,, '\ /7 4-"-Z.. W I l ;,c 5 0 !1 ;~, ----'"---------+: _X ....... -_ ----,-~_c.d_)__,} ''__J v.,_ -1 t I· . fl : . '31,. . '?I' _. o,~> 'I ·· · J-41'cd.) 1 \ b \ \ .2+" .C~) lt\, LJ q . :;.1": P'' q 1..k I ) : I 1 ... f : 1!&i_R2H Engineering, Inc. JOB NO. 0 .;. • 11 PROJECT--=-PL_: _o_R_~---'x-£..e_o ______ DATE ~/!I /:;.oot!f- I I I I I I . . . I I i I I . -I. -I /I,,, I I I I It.: I I I I I •. Zo '' c/,,,, ) I I .<-~~ IQ;_; . . . r t-$" f lo,, f Cd:,J . rJ.-z.J f ·z z'' ( J , ) T I I I_,.--. ( I I I I I I I le $. R2H Engineering, Inc. JOB NO .. of o t} PROJECT Flof ~po DATE 1/!l/04 ------,.---'------ BY_~ ___ SUBJECT_G~~u~s.j..e;~T __ ~p)_o--t~e~_iA~~--S-.i"4:::A::_,_ sHEET 1 OF __ _ . M0tY~ h., \.h. hi cl I J2.-d 3 t4 1 t'' ,, ,, ) ~ f/ ,, ,.,. n. { 2.. /1-t?-r 38 y/';iff ~ ,IJ ~ ,~ t2 ,, 3 4-" Y/z. .~''(~'I 811 ic ,, -,, { 2." 2.-2.." ,, f. 5'' zo l 0 (0 I o~-1-..~1 ·~ I I I 1- 1 I IC I f'vtc,,_ylc f""A- r-13 ~ rL -i~' # 'r<-'' 'l-4" 4o,9 d 1(/' I l'- I I 1. I I I ·1 I~-~- I I I I I I l !1 ~ \ ' [! I ;,; ;; { § I I ;;; i; FT651Zl!! I """"'""" ....,..,..,,, 1· • l'-0- ii d-!l_a,,,,t/5.• eP'l"eeTNll 'JHlltOAT REINFQRCIN6 6AR SECTIONS BAR SIZE ,LEN6TH OF l"IELD ON EA SIDE OF BAR . · .. .. .., •"2·' ... .. ... 51!,• •l'Z!l!rPP'elt GALLQII' P'ait ext!!IT !ILAl!I 0H "tite'T5-2 h ....._...,.. ""1m, f°"-ITEM5HOT Oft~.2&! JI!)_...,.. .. ~ I~ . SDI, ~ TO IXeT ...,......,,.yr ~I.GJS.0.11521'11 111 It• rt L '"""l'LAH L 1 1 I , , I I , • · ............ 1 r-M ..... 2MFL,-~--------/----)~:t~- \.-1 ~ .@ I i I / 1 ,II i ~-~~l~-------~----(!~ -• ..... , I i ~ l !··::~><:~,=~~:;i~(::_~_:>5~-r~:::.::~:.:.--<:::}/ ~ l"'l.Nif-111!!,.. P1!R. PT6 ~ ! ~,i H "' ri ,_. I i ~ f g I'" ............. 06'--0" MIN -2-t~ .MAX} g1 .. , i ' ' ,,.,..,..,., 11--""'!n.,.,,._~---/"'::", _________ j_ -~°"""' •------I ( ,, ; • -- 1 i1' ,j I ,i ·.1____ ·;@o.lt. I -----r--------~\t.1 , '\·~ ,-- ~ ............ , . !2/:\t\~}:}::{, P"ER !'UH .. N!IW Peft rT• sc.teD "i •• eA!!et' AHC.HOfl. 80LT5'~1"1.AH Ml...,., ·) ~ I ,;r =-7 ;1,, Ir ..,,,, ~ " ·--1--7 r ,..J?c ~ '!._i~· """"""" 1·•1·--0· c;oL,""-e&.ev'-OI.OfA5-,C, P'OftdU55eTIC Jl PLAN YIEY'l " ~~" ~~ l!tA2 t 1~16,cr-4".., 4-1"2·• AooM11 -.is. .SDI . U!Z +.1~"•""""" THIEAPIS) "°°6W !!ilW'5CIN ..,.~ ~ l2") ~ IGDO ll52'M • 'c, ON.Y. :=;.._......., • .,,. BRACED FRAME ELEVATION -·BF3 BRACED FRAME ELEVATION -BFI 4 BF2 ,i,; •• ,...,. '"""" --· -- 'N.TA DeT001 :. ,= .• =,= . ..,.==============:f-SD~,s~1 114••1·-o--:1 1/4"•1-..o-,~=~, I . ~:~m.. ~"-"""' _MfloeflltSlle -, •. ~ .. Ttl!. -~~ j[ ~ PLAN VIEi"! 1·•r..o·_ REMOV!; • REPLAGE ,EXISTIN6 S!.ABAS REGUIRED 16 .sou 1·•1'-0" ~ ' 15 CONT T. & D. W&4Tl!!•b·o,t;,. 1·•1'-0" ~4·.1·-0· q, 4 . ..1· ...,.,.,_,,,_ JlleNC""t-T•5CH ext!>TINl!o "T6 !"'at '"LAN l!lZlJ:, 1"0flt. l1"1!Ji,!$ NOT °"HQ11!!0·~ BAAC.ED FRAME ~LDIN6 !¼HEDI/LE -L!lt6Tit -Pl1fT IIID"J,." l'lltr-T fl11tJl!I.D"G," ,..,.. 51Ze, L&1'H 51?e L&Tff 5'ZI!, L6TH efj'. f!IF2. II, 'II,. 4:i' 'II,. :,0 'II,. l'W.U!H6TH "" ..... ' 1!1'3.· II, 'II,. 211' 'II,. 'D' 'II,. .FULL LfN&TH .,,.,...., ,~~~, i 8 • ill :g l f ; ;,d r ,-INISHeO PLOOR ----L-~':@ + TOPO'Ff00Tlt46 i.Eva.lH&NJTS ~ IS .:! p ~l ~~ .......... Nrf5 _, './,7 F~---r~,~-30 .. ~ ::!_X TOfl'Of POOTIN5o ~re.DN ~ ·'! .,. ~ ,SDI s .SDI.A I"" l'.a" SOIA l"•r~_· ~-~"\SOI E ~ 1 <.!) a,~ ~~ ~-! Z en a_ ~ :5 ll 1:.i ,< 0. 11 D:: out ~~~JC~ w L..J: ~~j ~~ll~:;:~ ~ t; ·tt ij c3 ~ ~La.JIIN •N (!) !: g J. ~ O· ~:e a.~ O!l ti~ E:i; § t)i!lii9 E::i i:;, %; ~!s~·t ~f il!H C!i -D,0. l'-~qi d ::i::.~ F "'~ -~ I u _J ~ _._ I 0 ~ ~ ; 0:: < 0 g ii ! ~ ti I U)' _J <( z ~ tu .Q ~, a i--g w .\.) (~ ::, ~ ~ Ii "il ~ :n ~~ Ll.. z ft., a () j!lll w \.) ,iti ~~iii CO IL t" ~ -I-ci i ~ ~ i- Mm 11/04/02 -GRR" .mNO. 04011 SH£ET S01 LLL LLL LLL LLb'" LLL LLL LLL LLL LLL LLL LLL LLL LLL LLL t1 I 1,,--. I I I I I I ( I I( I I 1· I I I 1. ,cr I ..d,i. R2H Engin~ering, Inc. JOB NO. a /./ 0 I I DATE 2./1°/04 PROJECT ""l-L !JR E><f o· L-l c. BY ___ . ____ -,--SUBJECT ht>~y .. So.1r5r61r L8.~E.ce ~e, . SHEET ___ OF __ _ ! ·Fin>-fi·'<f St..--rtrrv-½ . ', p,, -= F-i--:::;. -----~,~l rt ... - r l..+ -:: L L ,( , tL ( r') (l'Z.') i f,, i:; , (o.0 47..) ( '1/7--+ ;.·6:,-(/~) =- Co • I 2-S" ) ( 6 1 ( 2-+ 1 .. G ~ , ( 2--) --u. -b t:? 'Z--h / µ_ '2-(. if fc.. -+ '1. i le-= IJ>, i,... le- 1.-t.. t> I.. f 'Z .~ Jc + l 7, CJ ~ ,::-)1). ' I< """ --... --.-,;..-..........__. .... ------------ c;~~t ~rl,,"-t .. a-r-2--~ + 0~ ~--i.-1/fe 'I( /6S" 36~, I;._ ;: '2.,. s~."' Jc .... t} • b ., 2,.. 1 J:.t ,,, I _6-S ~ ;-s: t. fc-= z. ··e (X L~ I ~-- I I I I I I I . -1··· I I I I I I .•c, I., I- ~~ CONTINUOUSFOOTINGANALYSIS -Sr_vpf,rvtl't !i'-W hrM.e frtf</v'-4. ( V = tr ):,i7'J) TITLE: V= v= w1 = w2= w3= w4= w5= w6= Lsw= Hsw= P1 = P2 = P3= P4-= PS= P6= bftg = depth= length= Sum P= Mot= Ma= xa= F.S. = ua = ea= Lftg/6= qa max= qa min= • kips 3.93939 k/ft. k/ft x1= ft x2= ft k/ft x1= ft x2:;:: ft. k/ft x1= ft x2= ft k/ft x1= ft x2= ft k/ft x1= ft x2= ft J k/ft x1= ft x2= ft 16.5 ft. x1 = .. ft. -ft.x2= ft, k. x= k. x= k. x= .k. x= k. x= k. x= .ft.wt= ft. . ft. 254.625 kips 1235 ft-k. 4395.88 ft-k. 17.2641 ft. 3.55942 o.k. 12.4139 ft. 3,83613 ft. 5.41667 ft. 2.23053 ksf. 0.38101 ksf. ft. ft. ft. ft. ft. ft. 2.7 k./ft. Mb= xb= F.S. = ub = eb= Lftg/6= 3879.43 ft-k. 15.2359 ft. 3.14124 o.k. 10.3856 ft. 5.86441 ft. 5.41667 ft. qbmax= 2.72413-ksf. < (z~o Kt1)(.L 2-)(.1,l) = ;,1 7, \cJ-5- qb min= 0 ksf . • ~ ) 1 I ~-11TLE: 'I I I I I I I 1·' I I I I I I I< .... c· I I DESIGN OF REINFORCED CONCRETE GRADE BEAM Line B SOIL REACTION DATA: qa = 2.72413 ksf. X = 8 ft. a = 31.157 ft. b = 6 ft. P = 63.03 kip qb = 2.02467 ksf. w = 0.13 ksf. FOOTING DESIGN DATA: h = 36 ih. d = 32 in. f'c = 3 ksi. Fy= 60 ksi. L.F.: 1.4 p lw ________ \II __ < ·------ 1<--x-> ---a---:-.::_ ____ > qb qa vt ~ ~z.e k7 6()\ r= Vb1 = 86.1312 k Vu :: /, 1-)( .ft, /3/z .J= = I z I /:=. Vb2 = 23.1012 k Mb = 366.908 ft-k Mu. ::: t, 4 .x ? 6~. 9·o <! ~ = > I 4 k-f-{: • 201) X 72 )( )Z £0,,~o o -7-( ~ /II') ,_ '1 0 I L-. ( ·-- 1 I I I I I I 1---- 1 I I I I I I: L 1· I • lb= 0.454kg N=lN lbf = 4.448 N k := 1000· lbf rri = 3.281 ft ft= 0.305m in:;:: 0.025m plf := lbf ksi := ~ ft in2 . lbf psf := -·- ft2 k ksf := - ft2 Rectangular RC Section Design Flexural Design Design Moment: Rebar Size: Use # ? Rebars (Flexural) ==> Number of Bars: As= 3.608in2 Beam Width: -· Rebar Cover. Rebar Depth: d := D-cover-(½}(b:+ }in a ,_ .-As·fy 0.85-f;:·b a= l.179in Ton:= 2-k ft= 12in lbf pcf:= - fl:3 Beam Depth: d = 32.563in cl>b:= 0.9 k kcf:= - ft3 I 1~--( .. I I I I I I I I·-,· I -I I I I I I __ -. ~ .. . ; . 1·· I Factored Moment Capacity: <!>Mn:= h·As·fy{ d .:._;) Compare with Check Minimum Reinforcement of Flexural Members ( ~fc~psi·b·d psi) As min:= 3,,_,_____ 200·b·<J·--~ .; As_min = ( 6.421 7.815) in2 As_~in := max(As_min) Compare with I 0. K. if As_min < As I .. A-! -: I, s '!. 3 ~ J, 6 uJ /n -t.. = ¢, fl O '1 9 8-#-J' Shear Design Design Shear:, • <l>v:= 0.85 b = 72in d = 32.563in Factored Shear Capacity: Compared, <!>Ve= 218.303 k with If <!>Ve> Vu => No shear reinforcement is required , Otherwise==> Shear reinforcement is required I 1.-... ( I I I I I I I 1·· I I I I I I I~ .. :· c·· 1· I CONTINUOUS FOOTING ANALYSIS TITLE: V= v= wt= w2= w3= w4= w5= w6= Lsw= Hsw= P1 = P2= P3= P4= PS= P6= b ftg = c;lepth = length= Sum.P= Mot= Ma= xa= F.S. = ua = ea= Utg/6= kips 3.93939 k/ft. klft x1= k/ft x1= k/ft x1= k/ft x1= k/ft x1= k/ft x1= 16.5 ft. x1 = -ft.x2= k. x= k. x= k. x= k. x= k. x= k. x= ft. wt= ft. ·ft. 247.725 kips 1235 ft..:k. 3608.53 ft-k. 14.5667 ft. 2.92189 o.k. 9.58131 ft. 5.66869 ft. 5~08333 ft. ft x2= ft x2= ft x2= ft x2= ft x2= ft x2= .. ft. ft. ft. ft. ft. ft. ft. ft. 2.7 k./ft. Mb= ~b = F.S. = ub = eb= Lftg/6= 3947.08 ft-k. 15.9333 ft. 3. 19602 o.k. 10.948 ft. 4.30205 ft. 5.08333 ft. ft ft· ft ft ft ft It-{ 4' f ~ Ii.;,' Io_' x ?,o.'5' qa max= qa min= • 2.81278 ksf. qb max= 2.49932· ksf. ~ ( -z :o lc-s;f )( It z..) t 1" ~) : ) , I 2--/,:::5 :f O ksf. qb min= 0.20806 ksf. • • o. tc. I ··-· I I·. I I I I I I 1·.·: I I I I I I 1 ... IL I TITLE: • DESIGN OF REINFORCED CONCRETE GRADE BEAM ---------~---·-----Line B SOIL REACTION DATA: qa = 2.87278 ksf. X = 10. ft. a = 28.744 ft. b = 6 ft. P = 63.03 kip qb = 1.87334 ksf. w = 0.13 ksf. FOOTING DESIGN DATA: h = . 36 in. d = 32 in. fc = 3 ksi. Fy = 60 ksi. L.F.: 1.4. p lw ___ ,___,; ___ \j/ __ < ---a --- f == j<--x-> > qb qa Vb1 = Vb2= Mb= 107 .584 K V v.. -= / , tf x. 1 "1. s-& 4-I=. = I r-/ I:.. 44.5537 k 587.89 ft-k 1--1 ..... == 1,4-x 5"~7,"1 ~-J-f -: f'l-4-t-<'ft' • I I .. ( I I I I I I I 1-·~ I I I I I I 1 .... f I • lb= 0.454kg N=lN lbf =-4.448 N k := 1000-lbf m = 3.281ft ft = 0305 m in = 0.025 m plf := lbf ksi := _!_ ft . in2 lbf' psf:= - ft2 k ksf:= - ft2 Rectangular RC Section Design Flexural Design Design Moment: Rebar Size: Use#? Rebars (Flexural)==> Number of Bars: 1t·db ( 2J As := Nobar· -4-· As= 6.283in2 Beam Width: Rebar Cover: Rebar Depth: d ::::; D-cover -(½){b;+ }in As·fy a:= 0.85-fc·b a= 2.05;3in Ton:= 2-k ft= 12in lbf pcf:=- ft3 Beam Depth: d = 32.5in k kcf:= - tt? I I I I I 1· I I I I I I I -- It I Check Minimum Reinforcement of Flexural Members As min:= (3·~·1:>·d 200·b·d·psiJ -~ ~ As_min = ( 6.408 7 .8) in2 As_min := max(As_min) Compare with I 0. K. if As_min < As Shear Design Design Shear: $v := 0.85 • b = 72in d = 32.5in Factored Shear Capacity: $Ve= 217.884k Compared with If $Ve> Vu :;:=> No shear reinforcement is required Otherwise=:::;> Shear reinforcement is required • I Ir .. ·- ( I' I I I I I I le_ I 'I· I .. I I I I le:; I $ R2H Engineering, Inc. PROJECT flt> K Gt<'( 6 LL C /3 y~e e n,,,-t1,-.e ~ L-~ .. 4;y IS' K ( f' ' JtA,,._._:-t. ~ \ ~ r'" ~--# V tt-t-i -=-4-I I:: JOB NO. 0 1./ 0 1 I DATE 2.,/1 CJ I i-o O 4 . q.l ( ~J. ~t>' )( '3a') x. ( t1. o <f:2. /<r1 ta ·I ... .r} ef) 2. = '7 }:... I Ir I I I I I I I I: I I I I I I IL' ·1 I CONTINUOUS FOOTING ANALYSIS TITLE: V= v= W1 = w2= w3= W4= w5= -w6= lllllkips 0.9375 k/ft. k/ft x1= k/ft x1= k/ft x1= k/ft x1= k/ft x1= k/ft x1= Lsw = 16 ft. x1 = Hsw= · -ft.x2= P1 = P2= P3= P4=· PS= P6= b ftg = depth= length= Sum P= Mot= Ma= xa= F.S.= ua = ea= Lftg/6= qa max= qa mih= • k. x= k. x= k. x= k. X = k. x= k. x= ft. wt= ft. ft. 69 kips 270 ft-k. 690 ft-k. 10 ft. 2s55556 o.k. 6.08696 ft. 3.91304 ft. 3.33333 ft. 1.88929 ksf. . · 0 ksf. ft x2= ft x2= ft x2= ft ·x2= ft x2= ft x2= ft ft. ft .ft ft ft· 11111ft. ft. ft. ft. ft. ft. ft. ft. 1.2 k./ft. Mb= xb = F.S. = ub = eb= Lftg/6= qb max= qb min= • 690 ft-k. 10 ft. 2.55556 o.k. 6.08696 ft. 3.91304 ft. 3.33333 ft. 1. 88929 ksf. ~ ( 2 ·, o ,:. l f ) ( I , 1 l ) ::, 2 , t 6 7 ; .t :r 0 ksf. I ' I I I I I I I I I I- I I • lb= 0.4$4kg N=IN lbf = 4.448N ft= 0.305m k := 1000-lbf Ton:= 2·k in= 3.281 ft plf := lbf ksi := ~ ft in2 in= 0.025m lbf-psf := -· ft2 k k;sf := -.· ft2 Rectangular RC Section Design Flexural Design Design Moment: Rebar Size: Use # ? Rebars (Flexural) ==> Number of Bars: ( 2J 1t·db. As:= N:%ar· -. -4-As= l.767in2 ft= 12in lbf pcf:=- ft3 Beam Width: _ Beam Depth: • Rebar Cover: Rebar Depth: . (1) (bar,) d :=_D -co~er -2 '. -_ 8-·in d = 20.625in As·£ a ·-. y .-a= 0.866in ~b := 0.9 0.85·fc·b k kcf:= - ft3 • I I ... ( I I I I I I I 1···· I I f I I I I 1 .... 69;·, ,~.: I Compare with Check Minimum Reinforcement of Flexural Members As min:= (3· ...{(.psi·b·d 200·b·d· psiJ -.·fy ·fy As_mm=(2.711 3.3)in2 Compare Shear Design Design Shear: • As_min := max(~s_min) with b = 48in d = 20.625in Factored Shear Capacity: Compared with I O.K. if As_min < As If ~Ve> Yu => No shear reinforcement is required Otherwise==> Shear reinforcement is required ( c,O I .d.aJ. R2H Ehgineering, Inc. I(:. PROJECT FL l>,f 'fi-X/6 LL C I BY __________ SUBJECT Foo+"'rJ J7r~-f,~ Eca~ I F,-,-1,'r J"rf'"t:"if "· -o ,, {l-1 J " 2-t -,,-, 1 w i p f p p I i ·J, (J,..' I ( 4-') r, I C .z.3,7 s' . p =. 2--)(. ( 1.<>"J..fL /c--t ;'-" C> /c) ~ ,-.5&,./ (c. f •• , 'f _ F 1.-... :2.. y c 3 _ u 2--lf 1r ~ "_ o t> r ) ·~ '? ,_ , 1c So-;1 == (O,lt;""°O ~·f )( /')(4')::: O. &o 't(A JOB NO. 0 t:'/-o / / DATE :)__/1 f /v :f SHEET ___ OF __ _ I I I I le I I I I ~---------------Re ole.,o; Fut t3 ~CL. Fi---,.~ I I I l(i'. I I, ___ ___._ H I iA · ·: ( -z:.' ~ I , , $°.KZ-5 :: 2 "] 0 Vm .. x = 6 8 F( e.-i<\,\ i,J ~~ fr ~1'" == s-;,er T&.13 o. tc. I •r-, I ·1 I I I I I 1:- 1 I I I I I •e, 1··:< I CONTINUOUS FOOTING ANALYSIS TITLE: V= v= w1 = w2= w3= w4= w5= w6= Lsw= Hsw= P1 = P2= P3= P4= P5= P6.= b ftg = . depth= length= Sum P= Mot= Ma= xa = F.S. = ua = ea= . Lftg/6:::; qa max= qa min= • kips 1.66667 k/ft. k/ft x1= k/ft x1= k/ft x1= k/ft x1= k/ft x1= ·k/tt x1= 18 ft. x1 = -ft.x2= k. x= k. x= k. x= k .. x= k. x= k .. x= ft. wt= ·ft. .ft. . 107.75 kips 555 ft-k. 1185.25 ft-k. 11 :ft. 2.13559 o.k. 5.84919 ft. 5.15081 ft. 3.66667 ft . 2.45618 ksf. 0 ksf. • ft x2= ft x2= ft x2= ft x2= ft x2= ft x2= ft. ft. ft. ft. ft. ft. ft. ft. 1.875 k./ft. Mb= xb= F.S. = ub = eb= Lftg/6= 1185.25 ft-k. 11 ft. 2.13559 o.k. 5.84919 ft. 5.15081 ft. 3.66667 ft. ft ft- ft ft ft ft qb max= 2.45618-ksf. <( 2. o l::.rf )( /,t>+ o.~/;,) l /. 3) = 2~ J-G (t.rf qb min= 0 ksf. I ~~. I I I I I I I , .. ~-., I I I I I I I • lb= 0.454kg N=lN lbf = 4.448N k := 1000-lbf m,;, 3.281ft ft= 0305m m = o.oism plf := lbf ksi := -!.. ft in2 lbf psf:= -- ft2 k ksf:= - ft2 Rectangular RC Section Des!gn Flexural Design Design Moment: Rebar Size: Use#? Rebars (Flexural);:=> Number of Bars: --1t·db ( 2) As:= N%ar· -4-- Beam Width: • Rebar Cover: As = 2.209 in2 Rebar Depth: d :::; D-cover-(½}(b;, }in As·fy a:= a= 0.866in 0.85·:fc·b Ton:= 2-k ft= 12in lbf pcf:=- ft3 Beam Depth: d = 26.625in cl>b:= 0.9 k kcf:= - ft3 I 1~--, I I I I I I I I. 1·. I I I I I. I ·i'.~}i Is I Compare with Check Minimum Reinforcement of Flexural Members ( ~fe·psi·b·d psi) As min:= 3_....____ 200·b·d·- -fy fy As_min = ( 4.375 5.325) in2 As_,.1nin := max(As_min) Compare with I o.K if As_rnin < As Shear Design · Design Shear: ~v := 0.85 • b= 60in d = 26.625-in Factored Shear Capacity: ~Ve =·148.748k Compared with If ~Ve> Yu :._> No shear reinforcement is required Otherwise==> $hear reinforcement is required 7>( <d6'"< . ~ <£.,s~ ~ l w/ J:r 3/15 bY~ ~ ~ 0 rcR ~ ":>/L? cfft( e l~ e;> pc..-~ t\-{L i/4. ~Md-{~-sve-1> . ~ PCR04044 1960 KELLOGG AV CBAD FLOOR EXPO REDUCE SIZE OF MEZZANINE PCR Lot#: STEINGRABER BRUCE ,. C', 7.,--Z, 'l'.~L , CvkJ -f (A.~ . . . . ·~ { ,., ____ ,_. __ ,_,, ~~;~-;;~~.~~~: i 4'i-,k \ BUILDING ,~ :='.:5111 lbY PLANNING !' <>l.1!2: l.c_4 ENGINEERING, 0~/3Jjo 4-FIRE APPR/FORM HEALTH DEPT HAZ MAT/ AIR QUAL OTHER SEWEFl OISTR BLDG GRADING LETTER \ TO FROM , APPLICANT APPLICANT ---------+----PLAN CORR II --------ENG CORR * ____________ SCHOOL FORM , _________ .CFD FORM L~-~---_ ,::::::==:======= :t'b: ~~~~~:::,